HomeMy WebLinkAboutPA2021-214_20220526_PLANS APPROVED21
CLLOT 62TRACT NO. 4003M.M. 188/13-19LOT 63LOT 61HUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMAUDOMIRAF
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TITLE SHEETC-1SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PROJECT ADDRESS21078MERCY CORDERO62 LINDA ISLENEWPORT BEACH, CA 92660TEL. (---) -------PLANS PREPARED BY:234PRECISE GRADING PLANFOR62 LINDA ISLE NEW HOUSE62 LINDA ISLE, NEWPORT BEACH, CA 926601. 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-4SOIL RECOMMENDATIONC-5EARTH WORK QUANTITYCUT111 C.Y.FILL53 C.Y.IMPORTXX C.Y.EXPORTN/A C.Y.OVEREXCAVATION AND RECOMPACTION111 C.Y.LOT SIZE:8,725 SQ-FTTOTAL IMPERVIOUS AREA:7,227 SQ-FTNOTE:QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY.SECTION 4216 / 4217 OF THE GOVERNMENTC O D E R E Q U I R E S A D I G A L E R TIDENTIFICATION NUMBER BE ISSUED BEFOREA "PERMIT TO EXCAVATE" WILL BE VALID.FOR YOU DIG ALERT I.D. NUMBER CALLU ND ER G RO U ND SE RV IC E A LER T.TOLL FREE 1-800-422-4133(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 SCALEGENERAL 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.DOCUMENTATIONNOTE1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TOOBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOUSHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.2. 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.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 NOTESOWNERMERCY CORDERO62 LINDA ISLENEWPORT BEACH, CA 92660PHONE: (XXX)-XXX-XXXXARCHITECTJF CARLSON ARCHITECTS, INC.2300 CLIFF DRIVENEWPORT BEACH, CA 92663PHONE: (949)-645-3051CONTACT: JAMES F. CARLSON, PEEMAIL: JFCARLSON@ROADRUNNER.COMSTRUCTURAL ENGINEERCORE CIVIL, INC.23172 PLAZA POINTE DRIVE, SUITE #145LAGUNA HILLS, CA 92653PHONE: (949)-954-7244CONTACT: CYNTHIA QIAN, PEEMAIL: CYNTHIA@CORESTRUCTURE.COMSOIL ENGINEERAPPLIED GEOTECHNICAL, INC.27624 PORTOLA PARKWAY, SUITE 201FOOTHILL RANCH, CA 92610PHONE: (949)305-6466FAX: (949)951-2102EMAIL: INFO@APPLIEDGEOTECHNICALINC.COMSURVEYOR:APAX LAND SURVEYING INC.HUNTINGTON BEACH, CA 92646PHONE: (714) 488-5006FAX: (714) 333-4440EMAIL: APAXLSINC@GMAIL.COMCIVIL ENGINEERCORE CIVIL, INC.23172 PLAZA POINTE DRIVE, SUITE #145LAGUNA HILLS, CA 92653PHONE: (949)-954-7244CONTACT: AMIR DEIHIMIPHONE: AMIR@CORESTRUCTURE.COMLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OFORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:LOT 62 OF TRACT NO. 4003 AS SHOWN ON A MAP RECORDED IN BOOK 188,PAGES 13 TO 19 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY.APN: 050-471-51BASIS OF BEARINGTHE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE188/13-19.BENCH MARKBENCHMARK NO: NB4-39-77DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISKSTAMPED "NB4-39-77", SET IN THE NORTHEAST CORNER OF A 4.3 FT.BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THESOUTHEAST CORNER OF THE INTERSECTION OF BAYSIDE DRIVE AND HARBORISLAND DRIVE, 64.6 FT. EASTERLY OF THE CENTERLINE OF HARBOR ISLANDDRIVE AND 38 FT. SOUTHERLY OF THE CENTERLINE OF BAYSIDE DRIVE.MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED 2011Site33
CLLOT 62TRACT NO. 4003M.M. 188/13-19LOT 63LOT 6114'0.5%SPA PERSEPARATEPERMIT10.32 FS10.32 FS10.89 FS10.88 FS10.88 FS10.48 FS10.88 FS10.38 FS10.25 FS10.25 FS10.33 FSSDSD8.45TG7.45 INV8.45 TG7.45 INV2%2%2%10.19 TG9.44 INV2%2%2%2%(10.73) FG(10.64) FG3%10.16 FS10.16 FS10.81 TG9.34 INV10.61 TG9.14 INV10.20 TG8.59 INVEXISTING WATERMETER TO REMAIN,PROTECT IN PLACEDRAIN BOX W/ FILTER INSERTSEE DETAIL HEREONEXISTING WALL TO REMAIN,PROTECT IN PLACEEXISTING WALL TO REMAIN,PROTECT IN PLACES=0.01SDSDSDSDSDSDSD10.04 TG5.05 INV16.15 TW10.62 FS10.35 TW8.25 INV10.35 TG7.02 INV2%S=0.01S=0.01S=0.01(10.28) FGNEW WALL5%S=0.9%S=5%10.63 HP2%2%2%2%2%2%2%10.20 FL10.74 HPS=0.0110.35 FLSDSDSDSDSDSDSDSD1195666666788S=0.0110.19 TG4.47 INV4.47 INVPLANTER BOX 204 sqft H=4.95'TG=10.05' INV=5.10SDSDSDSDS=0.019910128.51 FS10.90 TCNAVD884'8.51 FS(8.51) FSLIMIT OF GRADINGLIMIT OF GRADING16.19 TW(10.74)FG16.19 TW(10.19) FS(16.54) TW( 10.74) FG(16.13) TW( 10.73) FG4'-1.6"12.01TOP OF NEW HANDRAIL1313498DSDSDSDSDSDSDSDSDSDSSDSDSD10.25 FS10.25 FS2%10.90 TCNAVD8810.14 FSC-2PRECISE GRADING PLANSCALE 1"= 8'- SLAB SHOULD BE UNDERLAIN BY 2-IN SAND AND 4-IN GRAVEL SUBGRADE.- CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/ OR UNDERPINNING- CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND SURING REMOVEL OF SHORING.- ANY CHANGES TO THE HARDSCAPE / LANDSPACE MUST BE INDICATED ON A REVISED PRECISE GRADING PLAN, APPROVED BY THE CITY, AND MAY TRIGGER A WATER QUALITY MANAGEMENT PLAN (WQMP) CONSISTENT WITH THE MODEL WQMP, EXHIBIT 7.II.SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PLANS PREPARED BY:CONSTRUCTION NOTE1. INSTALL 4" DIA. SDR 35 OR SCH 40 PIPE DRAIN SYSTEM.2. INSTALL 6" DIA. SCH 80 PIPE DRAIN SYSTEM.3. EXISTING DRIVEWAY TO RECONSTRUCT WHERE INSTALL NEW PIPE.4. INSTALL NEW SEWER CLEAN OUT PER CITY STD.406.5. EXISTING DRIVEWAY IMPROVEMENTS TO REMAIN, PROTECT IN PLACE.6. INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL.7. INSTALL TRENCH DRAIN ON CONCRETE DECK.8. CONSTRUCT NEW BUILDING WITH EXISTING FOUNDATION.9. INSTALL 6" C.I. PIPE.10. INSTALL PLANTER BOX DETAIL ON SHEET 3.11. INSTALL STORM DRAIN LIFT STATION ON SHEET 3.12. INSTALL 12'' X 12'' OVERFLOW CATCH BASIN.13. EXISTING MAX. WALL HEIGHT 42"FROM (E) GRADE TO REMAIN, PROTECT IN PLACEEXISTING UTILITY TO BE VERIFIED ON SITE.EXISTING CONTOURPROPOSED CONTOURSPOT ELEVATIONPROPOSED HARDSCAPEPROPOSED STORM DRAINPROPOSED SUB DRAINEXISTING WALLPROPOSED LANDSCAPEPROPOSED WALLFLOW LINEPROPERTY LINE SURFACE SLOPESTORM DRAIN SLOPE PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR INV INVERT OF PIPE TG TOP OF GRATE PL PROPERTY LINE TW TOP OF WALL TF TOP OF FOOTING TRC TOP OF ROOLED CURB WF WATER SURFACE HP HIGH POINT GFF GARAGE FINISH FLOORSDSUBPRECISE GRADING PLANSCALE 1"= 8'1684042BENCH MARKBENCHMARK NO: NB4-39-77DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISKSTAMPED "NB4-39-77", SET IN THE NORTHEAST CORNER OF A 4.3 FT.BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THESOUTHEAST CORNER OF THE INTERSECTION OF BAYSIDE DRIVE AND HARBORISLAND DRIVE, 64.6 FT. EASTERLY OF THE CENTERLINE OF HARBOR ISLANDDRIVE AND 38 FT. SOUTHERLY OF THE CENTERLINE OF BAYSIDE DRIVE.MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED 201134
18" RECESSNDS TYPE GRATE PER PLANOR APPROVED EQUALCONCRETE PAVEMENT4"TYP.4"MIN4"MIN12" OR 58" REBARCHANNEL FOOTNDS CHANNEL PER PLANOR APPROVED EQUALNDS GALVANIZED STEEL FRAMEOR APPROVED EQUALCHANNEL DRAINDETAILNOT TO SCALE134CRUSHEDROCKDRAIN PERFORATION@ BOTTOMFILTER CLOTH LAP12" @ TOP12"18"4" CONCRETE6" TOP SOILPERFORATED DRAIN TRENCHDETAILNOT TO SCALE2BUILDING FACE1"1"1% MIN.DOWNSPOUT PER ARCHITECT'S PLANDOWNSPOUT EXTENSIONATTACHED W/ (1) SCREWEACH SIDE"N.D.S." BLACK 4" ROUND GRATEDOWNSPOUT ADAPTER NDS 903OR PIPE INCREASER ATTACHMENTNDS 407PVC RISER (LENGTH VARIES)FINISH GRADEPVC SDR 35 OR SCHED 40DOWNSPOUTDETAILNOT TO SCALEBUILDING FACEFINISH GRADECOBBLE OR SPLASH BLOCK3FF4"MINCONCRETEPADWIDTHPER PLAN8"MINPADFFWEEPSCREEDWEEPSCREED2%MIN5%MINBUILDING DRAINAGEDETAILNOT TO SCALEFF4"MIN.CONCRETEPADWIDTHPER PLAN8"MINPADWEEPSCREED2%MIN5%MINBUILDING DRAINAGEDETAILNOT TO SCALEFFWEEPSCREED2%MIN2%MIN5%MINWIDTHPER PLANWIDTHPER PLAN5%MINLINDAISLE2%0.5%FF=11.00'5.007.009.0011.00EXIST FLOORAND PROPSED FLOOR13.0015.00EXCAVATION11EXIST SURFACEEXIST SURFACE17.005.007.009.0011.0013.0015.0017.002%EX. DECK3'0.5%5.007.009.0011.00EXIST FLOORAND PROPSED FLOOR13.0015.00EXCAVATION112%EXIST SURFACE17.005.007.009.0011.0013.0015.0017.00FF=11.00'2%2%EXIST WALL TO REMOVEEXIST FENCE WALLPROTECT IN PLACE2%2%1'EXCAVATIONADDED FLOOR3'SECTIONS & DETAILSC-3SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PROJECT ADDRESS21078MERCY CORDERO62 LINDA ISLENEWPORT BEACH, CA 92660TEL. (---) -------PLANS PREPARED BY:234SECTION B-BSCALE 1"=8'SECTION A-ASCALE 1"=8'PRECAST CONCRETE BY12"MINT.G.PER PLANCHRISTY CONCRETE PRODUCTSMODEL NO. U22 OR EQUIV.INLET PIPE24''x24'' CATCH BASINFINISH SURFACE1" MINFloGard +PLUS MODELFGP-24F8,W/ FOSSIL ROCKPORCHES, INSTALLED PERMANUFACTURER'SRECOMMENDATIONS12"3"UNIFORM MIX OF SAND AND ORGANIC MATERIALSUCH AS COMPOST: MINIMUM INFILTRATION RATEWATERPROOF MEMBRANE3" MULCHSPECIFICATION 68-1.025CLASS 2 PERMEABLE MATERAL PER CALTRANSOVERFLOW 4" PVC PERFORATED PIPE1.25' NONWOVEN GEOTEXTILE MEMBRANEATRIUM DRAIN18"TO CURB DRAINVARIOUS PER GRADING PLAN 3.86'MIN5.00TW10.05TW10.50INV8.25INV5.10SPLASHBLOCKCOBBLE ORPIPE3" FREEBOARD10435
DETAILNOT TO SCALEPUBLIC ROAD30' MIN6"MIN12' MINFILTER FABRIC6" THICK 34" AGGREGATE BASEINSTALL TWO TRACK OUTPLATESR20"SECTION A-AAAGRAVEL BAGS (TYP.) MIN. 5"THICK4"TYP.2 BAGS MINGRAVEL BAGSGRAVEL BAG FOR INLETSNOT TO SCALEFIBERROLLSINSTALL A FIBER ROLL NEAR SLOPEWHERE IT TRANSITIONS INTO A STEEPERSLOPENOTE:INSTALL FIBER ROLL ALONG A LEVELCONTOUR.VERTICAL SPACING
MEASURED ALO NG THE FACEOF THE SLOPE VARIESBETWEEN 10' AND 20'FIBER ROLL 8"MINSLOPE VARIES34" X 34" WOOD STAKESMAX 4' SPACING12" MIN2" MIN4" MAXFIBER ROLLSDETAILNOT TO SCALE4' MAX4' MAX4' MAX4' MAXPROPOSED GRADEEXISTING GRADE20' MIN.8"MIN.34" - 1" ROCKPROFILEPLANEXIST GROUND20' MIN.12'MIN.34" - 1" ROCKSTABILIZED CONSTRUCTION ENTRANCENOT TO SCALESTEEL PLATESE-5CLSDSDSDSDSDEXISTING WATERMETER TO REMAIN,PROTECT IN PLACEEXISTING WALL TO REMAIN,PROTECT IN PLACEEXISTING WALL TO REMAIN,PROTECT IN PLACES=0.01SDSDSDSDSDSDS=0.01S=0.01S=0.01NEW WALLS=0.9%S=0.9%S=0.5%S=5%S=0.01S=0.01SDSDWM-3WM-4WM-5WM-8WM-9WM-1WM-2SE-5SE-5SE-10SE-10SE-10SE-10SE-10SE-10SE-10S=0.01PLANTER BOX 204 sqft H=4.95'SDSDSDSDSDS=0.01LIMIT OF GRADINGLIMIT OF GRADINGSDEROSION CONTROL PLANC-4EROSION CONTROL PLANSCALE 1" = 8'SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PLANS PREPARED BY:EC-1 SCHEDULINGSCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION.SE-5 FIBER ROLLSINSTALL WHERE SHOWN ON PLAN.SE-7 STREET SWEEPING AND VACUUMINGSTREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS.WE-1 WIND EROSION CONTROLWATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE ON THE ROUGH GRADED PADSAND ANY STOCKPILE AREAS.TC-1 STABILIZED CONSTRUCTION EXITRUMBLE RACK SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITEPASS OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET.NS-6 ILLICIT CONNECTION / ILLEGAL DISCHARGECONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED MATERIALS ON SITE TO THERESIDENT ENGINEER IMMEDIATELY AND CONTRACTOR SHALL TAKE NO FURTHER ACTION UNTIL THERESIDENT ENGINEER PROVIDE A RESPONSE/NS-7 POTABLE WATER / IRRIGATIONEXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES.NS-8 VEHICLE AND EQUIPMENT CLEANINGNS-9VEHICLE AND EQUIPMENT FUELINGNS-3 PAVING AND GRADING OPERATIONSAPPLY PARAMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER DISCHARGE.NS-10VEHICLE AND EQUIPMENT MAINTENANCE ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE.NS-12 CONCRETE CURINGAPPLIES TO ALL CONCRETE CONSTRUCTION.NS-13 CONCRETE FINISHINGAPPLIES TO ALL CONCRETE CONSTRUCTION.ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE.ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE.NS-1 WATER CONSERVATION PRACTICESMAINTAIN WATER EQUIPMENT TO PREVENT NON-STORMWATER DISCHARGES.WM-3 STOCKPILE MANAGEMENTMATERIALS STOCKPILES SHALL BE SURROUNDED BY A TEMPORARY SEDIMENT BARRIER AND COVERED TOMAINTAIN DUST CONTROL.WM-4 SPILL PREVENTION AND CONTROLAMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. EMPLOYEE SHALL BEEDUCATED ON THE CLASSIFICATION OF SPILLS AND APPROPRIATE RESPONSES.WM-5 SOLID WASTE MANAGEMENTWM-8 CONCRETE WASTE MANAGEMENTWM-2MATERIAL DELIVERY AND STORAGEMATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTION.WM-9 SANITARY / SEPTIC WASTE MANAGEMENTON-SITE FACILITY SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THEPROJECT.AN ON-SITE CONCRETE WASHOUT AREA SHALL BE CONSTRUCTED, USED, AND DISPOSED OF IN A MANNERWHICH MEETS THE REQUIREMENT OF THE CITY.SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE CONTAINERS. FULLCONTAINERS SHALL BE DISPOSED OF PROPERLY.WM-1MATERIAL USEMATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM RAIN ANDWIND. MATERIAL INVENTORY SHALL CONSIST OF SUPPLY REQUIRED FOR A FEW DAYS.SCALE 1"= 8'168404236
EROSION CONTROL PLANC-5SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PROJECT ADDRESS21078MERCY CORDERO62 LINDA ISLENEWPORT BEACH, CA 92660TEL. (---) -------PLANS PREPARED BY:23437
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