HomeMy WebLinkAbout20200908_Plans_24x36PA2020-259
PA2020-259
PA2020-259
PA2020-259
PA2020-259
PA2020-259
PA2020-259
PA2020-259
PA2020-259
PRECISE GRADING PLANFORCOOP RESIDENCE408 VIA LIDO NORD, NEWPORT BEACH, CA 926631.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIALREQUIREMENTS OF THE PERMIT.2.DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE.3.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD.4.WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYSAND HOLIDAYS PER SECTION 10-28 OF THE NBMC.5.NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC.6.THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.7.PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES.8.APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THEGRADING OPERATION.9.CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDINGOFFICIAL.10.HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALLCONFORM WITH CHAPTER 15 OF THE NBMC.11.POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS.12.FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALLRESULT IN A "STOP WORK" ORDER.13.ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS.14.NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORMDRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE.1.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THEPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGNPROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.2.IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THESIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE FINAL CONSTRUCTEDPROJECT. THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THECONSTRUCTION OF THIS PROJECT, IF THE STAKING HAD BEEN DONE BY THE SURVEY CREW UNDER HIS DIRECT SUPERVISION.3.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OFAVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECTTHE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF,AND ANY DAMAGE TO THESE LINES OR STRUCTURES.SHEET INDEXTITLE SHEETC-1PRECISE GRADING & DRAINAGE PLANC-2SECTIONS & DETAILS C-3EROSION CONTROL PLANC-4GEOTECHNICAL RECOMMENDATIONC-5ARCHITECTBRION JEANNETTE ARCHITECTURE470 OLD NEWPORT BLVD.NEWPORT BEACH, CA, 92663PHONE: 949-645-5854SOIL ENGINEERGEOFIRM801 GLENNEYRE ST., SUITE FLAGUNA BEACH, CA 92651PHONE: 949-494-2122CIVIL ENGINEERCORE CIVIL INC.23172 PLAZA POINTE DRIVE, SUITE #145LAGUNA HILLS, CA 92653PHONE: 949-954-7244BENCH MARKNB3-21-92ELEVATION: 11.912 FEET (NAVD88)YEAR LEVELED: 2015TBM: LEAD AND TACK LS 4653ELEVATION= 12.00'BASIS OF BEARINGTHE CENTERLINE OF VIA LIDO NORD BEING N 61°00'00" W, PER TRACT NO. 907 M.M. 28/25-36EARTH WORK QUANTITYCUT0C.Y.FILL140C.Y.IMPORT140C.Y.EXPORT0C.Y.OVEREXCAVATION AND RECOMPACTION310C.Y.LOT SIZE:3,149SQ-FTTOTAL IMPERVIOUS AREA:3,071SQ-FTNOTE:QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY.SECTION 4216 / 4217 OF THE GOVERNMENT CODEREQUIRES A DIGALERT IDENTIFICATION NUMBER BEISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BEVALID. FOR YOU DIGALERT I.D. NUMBER CALLUNDERGROUND SERVICE ALERT TOLL FREE1-800-422-4133 TOW WORKING DAY BEFORE YOU DIG.1.AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADEDGROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGEFACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADINGPLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION.2.A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIESOF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING ANDTHEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTENAPPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOBSPECIFICATIONS.3.A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THESITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONSINCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THEINTENDED USE AS AFFECTED BY GEOLOGIC FACTORS.VICINITY MAPNOT TO SCALESITEGENERAL NOTESEROSION CONTROLREQUIRED INSPECTIONSGRADING FILLS/CUTS1.GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.2.FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.3.ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TESTMETHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET INVERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.4.AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TOPLACING OF THE FILL.5.FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.6.ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED.7.ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILSENGINEER.8.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECTEACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF,SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL INEACH RESPECTIVE CANYON.9.THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE.10.ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THESOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TOFACILITATE TESTING.11.THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT.12.LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC.13.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANYSTABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THEENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.14.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST ANDSOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENTPRIOR TO CONSTRUCTION.15.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TOTHE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION.16.WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELYFRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILSENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED.17.THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING.18.NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THEENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVEDGRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORKAND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDINGDEPARTMENT FOR APPROVAL.1.TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15.2.EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15.3.BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THEFIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THEWORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT.4.TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT.1.A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER,GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES.REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.2.A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THEFOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR ORTHEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.DOCUMENTATIONNOTEISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVECOVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACTYOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY, AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKDEPARTMENT.NOTICE TO CONTRACTORNOTE TO SURVEYORADDITIONAL NOTEPUBLIC WORKS NOTESURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTEDTO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSET BEFORE STARTING GRADING.1.LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON THE ADJACENT PROPERTIES AND SUBMIT RESULTS WITH AREPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING ANDWEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED.2.IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS DURINGSHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING.3.CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER BY CERTIFIED MAIL 10 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATIONWORK.1.AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.2.A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING PERMIT FINAL CAN BE ISSUED. AT THETIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEWCONCRETE SIDEWALK, CURB AND GUTTER, AND ALLE/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIESINFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITHBOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030).SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORK INSPECTOR.CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORKNOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY.3.AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.4.ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWERCONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR.5.ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN "A"LICENSED GENERAL ENGINEERING CONTRACTOR.1.SHEET PILES ARE NOT PERMITTED FOR SHORING DUE TO POTENTIAL DAMAGE TO ADJACENT PROPERTIES.2.EXCAVATIONS AND SHORING SHALL BE MADE ENTIRELY WITHIN THE PROPERTY LINES.3.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATION DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING.4.LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH AREPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING ANDWEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED.5.IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONSDURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING6.CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING ANY EXCAVATION WORK (CIVILCODE SECTION 832). PROOF OF CERTIFIED MAIL SHALL BE PROVIDED PRIOR TO ISSUANCE OF GRADING PERMIT.7.NON-CANTILEVERED RETAINING WALLS MUST BE SHORED UNTIL THE BRACING ELEMENT(S) IS IN PLACE.SHORING NOTES1.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY ASEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE A REPRESENTATION AS THE TO THE ACCURACY ORCOMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THISPROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT THERECORD OR NOT SHOWN ON THESE PLANS.2.RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THEDEVELOPER.3.THE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO THE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID.4.IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OFTHE GRADING OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION WITH OUR GRADE CERTIFICATION.5.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS.6.UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLAN WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZEDCHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PROJECTENGINEER OF WORK.ENGINEER'S NOTICE TO CONTRACTORTITLE SHEETC-1PLANS PREPARED BY:SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: COOP RESIDENCE408 VIA LIDO NORDNEWPORT BEACH,CA, 92663PROJECT ADDRESSEEXP. 3/31/21NO. C 83487ACIIVFETOCTSALA
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20194KEVIN & VICKI COOP408 VIA LIDO NORDNEWPORT BEACH,CA, 92663PA2020-259
LOT ILOT IVIA LIDO NORD
⅊ N29°00'00"E 90.00'℄ VIA LIDO NORD
⅊ N61°00'00"E 34.99'⅊ N29°00'00"E 90.00'⅊ N61°00'00"E 34.99'FF = 12.60GFF = 12.311%GFF = 12.10 21'-6"5'22'-6"2%
2%
2%2%2%
2%2%
2%
2%
2%2%
2%
2%
2%2%12.80 TW(8.80 FS)8.30 TF12.80 TW(8.70 FS)8.20 TF12.43FS12.52FS12.52FS(8.67 FS)9.17 FS12.80 TW8.67 FS7.17 TF10.70 FS11.54 FS12.50 FS13.00 TC13.00 TC13.00 TC13.00 TC12.50 FS13.00 TC12.43 FS12.23FS12.55 TC12.10 FS13.00 TC12.30 FS12.05 FS12.03 TC11.53 FLMATCH EXIST12.38 FS12.42 FS13.00 TC12.42 FS12.00 TC11.50 FL12.00 TC11.50 FL11.51 FL11.53 FL10%10%11.52 FL11.88 FGBIO-PLANTER12.55 TC12.05 FSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SDSDSDSD (17.50 TW)(12.25 FS)(17.50 TW)(12.03 FS)(16.50 TW)(12.25 FS)(16.50 TW)(11.10 FS)12.20 FS6-IN DEPRESSED PLANTER11.50 FG120.00 FS17.65 TW12.15 FS11.65 TF18.00 TF12.50 FS12.00 TF16.20 TW10.70 FS10.20 TF17.04 TW11.54 FS11.04 TF2%11.50 FL10.66 FLS=0.01S=0.01S=0.01S=0.01S=0.01S=0.01S=0.01S=0.0112.40 TG11.70 INV12.40 TG11.50 INV12.40 TG11.30 INV12.33 TG11.15 INV12.00 TG11.05 INV10.95 INVIN11.50 TG9.50 INV12.40 TG11.70 INV12.15 TG11.45 INV12.00 TG11.25 INVS=0.01S=0.01
12.38 TG11.68 INV12.38 TG11.48 INV9.17 TG7.17 INV8.17 INVIN11124444444444555105556666791181'24'-7"21'-3"2'-4"23'-9"SSSSSSSSSSSSSSSS32'-9"
7'-3"
2'-11"105LEGENDEXISTING CONTOURPROPOSED CONTOURSPOT ELEVATIONPROPOSED HARDSCAPEPROPOSED STORM DRAINEXISTING WALLPROPOSED LANDSCAPE PROPOSED WALLFLOW LINEPROPERTY LINE SURFACE SLOPE STORM DRAIN SLOPEPADPROPOSED PAD ELEVATIONFSPROPOSED FINISHED SURFACEFGPROPOSED FINISHED GROUNDFFPROPOSED FINISHED FLOORINVINVERT OF PIPETGTOP OF GRATEPLPROPERTY LINETWTOP OF WALLHPHIGH POINT100100100FSSDX.X%S=X.XCONSTRUCTION NOTE1REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW TYPE A CURB AND GUTTER PER CITY STANDARD 182-L.2CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH PER CITY STANDARD STD-162-L.3REMOVE EXISTING SEWER CLEAN OUT AND INSTALL NEW SEWER CLEAN OUT PER CITY STANDARD STD-406-L.4INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL.5INSTALL 4" DIA. PVC SCHEDULE 40 PVC PIPE DRAIN SYSTEM.6INSTALL DISCONNECTED DOWNSPOUT PER ARCHITECTURAL PLAN.7INSTALL 18" SQUARE BOTTOMLESS PERCAST CONCRETE CATCH BASIN PER DETAIL.8INSTALL BIO-FILTRATION PLANTER (27 SQ-FT) WITHOUT UNDERDRAIN PER DETAIL 8.9INSTALL 12" SQUARE CONCRETE CATCH BASIN BUBBLER PER DETAIL.10INSTALL 4" DIA. SCH 40 PERFORATED PIPE DRAIN SYSTEM.11INSTALL BIO-FILTRATION PLANTER (52 SQ-FT) WITHOUT UNDERDRAIN PER DETAIL 11.PRECISE GRADING PLANC-2PRECISE GRADING PLANSCALE 1"= 5'PLANS PREPARED BY:SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: COOP RESIDENCE408 VIA LIDO NORDNEWPORT BEACH,CA, 92663PROJECT ADDRESSEEXP. 3/31/21NO. C 83487ACIIVFETOCTSALA
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20194KEVIN & VICKI COOP408 VIA LIDO NORDNEWPORT BEACH,CA, 92663SCALE 1"= 5'10502.557.510NOTE:SLAB SHALL BE UNDERLAIN BY MINIMUM OF 12" THICK GRAVEL SUBGRADE.PA2020-259
252015105252015105GFF = 12.31⅊⅊2%2%1.51OVER-EXCAVATION3' BELOW EXISTING SURFACE12" THICK GRAVEL SUB-GRADE2%BIO-FILTRATION PLANTEREXIST WALLREMAIN IN PLACEREMOVE EXIST FENCEEXIST SURFACE252015105℄ VIA LIDO NORD252015105⅊⅊10%1%FF = 12.602%1'1.511.51OVER-EXCAVATION3-FT BELOW EXISTING SURFACEBIO-FILTRATIONPLANTER22'-6"21'-6"EXISTEXIST SURFACEMIN. 12" SUBGRADEFF6"
MINCONCRETE
PADTREATED MUDSILL PLATE2%MINBUILDING DRAINAGE AT HARDSCAPEDETAILNOT TO SCALEFF6"
MIN.CONCRETEPADTREATED MUDSILL PLATE2%MIN⅊⅊2%MIN2%MINWIDTHPER PLANWIDTHPER PLANTOP OF GRATEELEV. PER PLANSEE NOTES FOR GRATE TYPEFINISH GRADEADAPTOR4" PVC RISER (IF NEEDED)90° PVC ELL.4" PVC SDR 35 DRAIN PIPE (TYP.)0.7' MIN.INV. PER PLAN1% MIN.4" MIN PVC MAIN W/ TEE OR WYENOTE:1.ALL FITTINGS BY: NDS, INC. (OR EQUAL) PHONE:1-800-726-19942.REFER TO GRADING PLAN FOR FINISH GRADING.3.DO NOT GLUE GRATE OR RISER TO PIPE.4.GLUE "I.P.S. WELD ON" #773 SOLVENT (MEDIUMBODIED FAST SET) FOR PIPE THRU 6" Ø.5.ALL PIPES TO BE 4" Ø PVC SDR 35 OR SCHEDULE 40.1% MIN.INV. ELEV. PER PLAN4" PVCNDS 643 COUPLINGORTOP OF GRATEELEV. PER PLAN0.85'
MIN.*USE 6" NDS 66 EXTENSIONS WHERENEEDEDNDS SPEED-D-BASIN NDS 101SINGLE OR NDS 201 DOUBLEOUTLET CATCH BASIN.SEE NOTES FOR GRATE TYPEFINISH GRADEINLET DRAINDETAILNOT TO SCALE4BOTTOMLESS CATCH BASINDETAILNOT TO SCALE730-MIL IMPERMEABLE LINER(OR EQUIVALENT)PEDESTRIAN RATED GRATE18" SQUARE CONCRETE INLETCONTRACTOR TO DRILL 2 ROWSOF 2 X 2" DIA. WEEPHOLES12"
12" 34" WASHED GRAVEL24"INV. PER PLANINLET FROMSTORM DRAIN SYSTEMCATCH BASIN BUBBLERDETAILNOT TO SCALE930-MIL IMPERMEABLE LINER(OR EQUIVALENT)LONGITUDINAL 6" DIA.PERFORATED PVC PIPEPEDESTRIAN RATED GRATE12" SQUARE INLETCONTRACTOR TO DRILL 2 ROWSOF 2 X 2" DIA. WEEPHOLES12"
12" 34" WASHED GRAVEL24"INV. PER PLANINLET FROMSTORM DRAIN SYSTEMBIO-FILTRATION PLANTER WITHOUT UNDERDRAINDETAILNOT TO SCALE8PER PLANPER PLANPER PLANPER PLAN6" DROPLONGITUDINAL 4" DIA. PERFORATED PVC PIPEOVERFLOW DRAIN6-IN ABOVE FINISH GRADEOVERFLOW DRAIN6-IN ABOVE FINISH GRADEPLAN12" OF 34" WASHEDGRAVEL24" OF TOP SOILFILTER FABRICOVERFLOW DRAIN: 4" DIA.PVC PIPT WITH ATRIUMGATE INLET 6" ABOVEFINISH GRADELONGITUDINAL 4" DIA. PERFORATED PVCPIPE WRAPPED IN NON-WOVEN GEOTEXTILEMEMBRANE. CAPPED AT ENDS.PLACED OVER 1" GRAVEL LAYER.SECTIONPER PLANPER PLAN24"12"PER PLAN6"NONWOVEN GEOTEXTILEMEMBRANEBIO-FILTRATION PLANTER WITHOUT UNDERDRAINDETAILNOT TO SCALE11PER PLANPER PLANPER PLAN
PER PLAN
6" DROPLONGITUDINAL 4" DIA. PERFORATED PVC PIPEBOTTOMLESS INLETBUBBLERBOTTOMLESS INLET BUBBLERPLAN12" OF 34" WASHEDGRAVEL24" OF TOP SOILFILTER FABRICBOTTOMLESS INLETPER DETAILLONGITUDINAL 4" DIA. PERFORATED PVCPIPE WRAPPED IN NON-WOVEN GEOTEXTILEMEMBRANE. CAPPED AT ENDS.PLACED OVER 1" GRAVEL LAYER.SECTIONPER PLANPER PLAN24"12"PER PLANEXIST PROPERTY LINEWALL3"REINFORCED CONCRETEWALLREINFORCED CONCRETEWALLREINFORCED CONCRETE WALLWITH WATERPROOF MEMBRANEALL AROUNDREINFORCED CONCRETE WALLWITH WATERPROOF MEMBRANEALL AROUND6"NONWOVEN GEOTEXTILEMEMBRANESECTIONS & DETAILSC-3SECTION A-ASCALE 1"= 5'PLANS PREPARED BY:SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: COOP RESIDENCE408 VIA LIDO NORDNEWPORT BEACH,CA, 92663PROJECT ADDRESSEEXP. 3/31/21NO. C 83487ACIIVFETOCTSALA
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20194KEVIN & VICKI COOP408 VIA LIDO NORDNEWPORT BEACH,CA, 92663SECTION B-BSCALE 1"= 5'PA2020-259
EROSION CONTROL BMPSEC-1SCHEDULINGSCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION.TEMPORARY SEDIMENT CONTROLSE-5FIBER ROLLSINSTALL WHERE SHOWN ON PLAN.SE-6GRAVEL BAG BERMINSTALL WHERE SHOWN ON PLAN.SE-7STREET SWEEPING AND VACUUMINGSTREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS.SE-10STORM WATER INLET PROTECTIONONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE AREA DRAIN SYSTEM.SE-1SILT FENCEINSTALL SILT FENCES ALONG LEVEL CONTOURS BEYOND THE DISTURBED AREA LIMITS.SE-2SEDIMENT BASINCONSTRUCT SEDIMENT BASINS WHERE SHOWN ON THE PLANS. BASIN WITHIN THE DEVELOPMENT LIMITS ARE TEMPORARY UNTIL PRECISE GRADING COMMENCES.WIND EROSION CONTROL BMPSWE-1WIND EROSION CONTROLWATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE ON THE ROUGH GRADED PADS AND ANY STOCKPILEAREAS.TRACKING CONTROLTC-1STABILIZED CONSTRUCTION EXITRUMBLE RACK SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITE PASS OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET.LOT IVIA LIDO NORD
⅊ N29°00'00"E 90.00'℄ VIA LIDO NORD
⅊ N61°00'00"E 34.99'⅊ N29°00'00"E 90.00'⅊ N61°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20194KEVIN & VICKI COOP408 VIA LIDO NORDNEWPORT BEACH,CA, 92663PA2020-259
GEOTECHNICAL RECOMMENDATIONC-5PLANS PREPARED BY:SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: COOP RESIDENCE408 VIA LIDO NORDNEWPORT BEACH,CA, 92663PROJECT ADDRESSEEXP. 3/31/21NO. C 83487ACIIVFETOCTSALA
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20194KEVIN & VICKI COOP408 VIA LIDO NORDNEWPORT BEACH,CA, 92663PA2020-259
PA2020-259
PA2020-259