HomeMy WebLinkAboutDWG 535-1A; CT 2018-0002; AVIARA APARTMENTS WEST; 01-32Plotted: 11/17/2022 11:24 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG01.DWG - gdiemerSDG&E
11/28/2022
11/28/2022
11-30-2022
11/29/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 11:28 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG02-PG03.DWG - gdiemer11/28/2022
MBI
AM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/21/2022 8:57 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG02-PG03.DWG - gdiemer11/28/2022
MBI
AM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 11:30 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG04.DWG - jkohlenberg11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 11:31 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG05.DWG - gdiemer11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 11:32 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG06.DWG - gdiemer11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 11:35 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG07.DWG - gdiemer11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 11:36 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG08.DWG - jkohlenberg11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 11:38 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG09.DWG - gdiemer11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 11:38 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG10.DWG - jkohlenberg11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:01 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG11.DWG - gdiemer11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:02 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG12-PG14.DWG - jkohlenberg11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:02 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG12-PG14.DWG - jkohlenberg11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:03 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG12-PG14.DWG - jkohlenberg11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/22/2022 8:55 AM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG15-PG16.DWG - gdiemer11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:06 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG15-PG16.DWG - gdiemer11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:07 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG17-PG18 SSBMP.DWG - jkohlenbergBMP TYPEBMP ID #SYMBOL CASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCE
FREQUENCY
BMP TABLE
INSPECTION
FREQUENCYQUANTITY
TREATMENT CONTROL
SOURCE CONTROL
HYDROMODIFICATION
BIOFILTRATION
BMP-1 MONTHLYTC-11 3797 SF.535-1A 4-11
STENCILS SD-13DRAINS TO OCEANNO DUMPING
**
BIOFILTRATION
BMP-2 TC-11 2195 SF.535-1A 4-11 MONTHLY
AS NEEDED
AS NEEDED
TC-22 4875 SF.535-1A 4-11 AS NEEDEDMONTHLY
UNDERGROUNDDETENTIONBASIN
SD-13 535-1A 4-11 ANNUAL AS NEEDED
SIGNAGE SD-13DRAINS TO OCEANNO DUMPING SD-13 535-1A 4-11 ANNUAL AS NEEDED
TRASH CAPTURE
*535-1A 4-11 *BI-ANNUAL (MIN.)
OR AS NEEDED*AS NEEDED*CONNECTOR PIPE
SCREEN (CPS)
*SEE FABCO CPS MAINTENANCE GUIDE AND DRAWING NUMBERS (NOTED ON SHEETS 4 AND 6) FOR ALL PIPE SCREEN DETAILS
*N/A*N/A *4
11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:08 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG17-PG18 SSBMP.DWG - jkohlenberg11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/28/2022 1:57 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG19-PG20 TANK DETAILS.DWG - jkohlenbergTHIS SHEET RIGHT
THIS SHEET RIGHT
THIS SHEET RIGHT
THIS SHEET RIGHT
2'RECOMMENDATIONS
75.85'
PER
24” THICK AGGREGATE BEARING LAYER TO CONSIST OF ¾” CRUSHED
AND WASHED ROCK, PLACED IN MAXIMUM LAYERS OF THICKNESS IN
ACCORDANCE TO THE PROJECT SOIL REPORT (8” LIFTS). GRAVEL
CANNOT BE VERIFIED FOR COMPACTION, BUT EACH LIFT SHOULD BE
ROLLED OR VIBRATED IN PLACE (BY VIBRATORY OR EQUIPMENT
TRACKING) PRIOR TO PLACEMENT OF ADDITIONAL LIFTS.
FOR THE BEARING SURFACE, THE SUBGRADE SHOULD BE PREPARED
IN CONFORMANCE TO ENGINEERED FILL (SECTION 5.2.6) DISCUSSED
IN THE SOILS REPORT (90% COMPACTION).
*
*
11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/28/2022 1:57 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG19-PG20 TANK DETAILS.DWG - jkohlenberg11/28/2022
MBI
AM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:10 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG21-ACCESSIBLE PATH.DWG - kclippinger11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
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‒‒‒‒‒Plotted: 11/17/2022 1:10 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG22 CURB HORIZONTAL.DWG - kclippinger11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
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‒‒‒‒‒Plotted: 11/17/2022 1:12 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG23 STORM DRAIN PLAN.DWG - gdiemer11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
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‒‒‒‒‒Plotted: 11/17/2022 1:13 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG24 SEWER & WATER PLAN.DWG - mguarin11/28/2022
THIS SHEET FOR REFERENCE ONLY. NOT A PART OF THIS
PERMIT
MBI
AM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:13 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG25 UTILITY PROFILES.DWG - gdiemer11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:14 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG26 DEMOLITION PLAN.DWG - jkohlenberg11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
Plotted: 11/17/2022 1:18 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG27-RETAINING WALL PLAN.DWG - jkohlenberg11/28/2022 MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
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16"Plotted: 11/22/2022 3:21 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG28-PG29 RETAINING WALL SECTIONS.DWG - gdiemer11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
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16"Plotted: 11/17/2022 1:21 PM D:\76582 AVIARA APTS\03 DWG\PGP\76582PG28-PG29 RETAINING WALL SECTIONS.DWG - tony.p11/28/2022
MBIAM
DocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB10
12/21/2022
PROJECT INFORMATION1. CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OFTHE CALIFORNIA BUILDING CODE, LATEST EDITION,STANDARDS REFERENCED THEREIN AND LOCALJURISDICTION REQUIREMENTS. EXCEPT WHERE MORESTRINGENT REQUIREMENTS ARE NOTED OR SHOWN IN THEPLANS OR SPECIFICATIONS, ALL PHASES OF WORKMANSHIPAND MATERIALS SHALL CONFORM TO THE REQUIREMENTSOF THE LATEST VERSION OF THE CBC, AS WELL AS ALLAPPLICABLE LOCAL ORDINANCES.2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOVERIFY ALL DIMENSIONS, AND CONDITIONS AT THE JOBSITE,AND TO CROSS CHECK ALL DETAILS AND DIMENSIONSSHOWN ON THE STRUCTURAL DRAWINGS WITH RELATEDREQUIREMENTS ON THE REST OF THE PROJECT'SCONSTRUCTION DOCUMENTS PACKAGE AND NOTIFY THEARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIORTO STARTING WORK. ANY SUCH DISCREPANCY, OMISSION,OR VARIATION NOT REPORTED SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.3. DETAIL MARKED "TYPICAL" SHALL APPLY IN ALL CASESUNLESS SPECIFICALLY INDICATED OTHERWISE.4. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING ORCONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THATINDICATED FOR LIKE CASES OF CONSTRUCTION.5. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROMPLANS, SECTIONS, OR DETAILS ON THE STRUCTURALDRAWINGS.6. PRECISE DIMENSIONS & LOCATIONS OF ALL BUILDINGELEMENTS SHALL BE BY OTHERS.7. THE MEANS AND METHODS OF CONSTRUCTION, INCLUDINGTHE DESIGN, ADEQUACY AND SAFETY OF BRACING,SHORING, GUYING, AND ERECTION AS WELL AS THESEQUENCE OF CONSTRUCTION HAVE NOT BEENCONSIDERED BY THE EOR THE ENGINEER AND HISREPRESENTATIVES WILL NOT COVER SUCH ITEMS IN THECOURSE OF THE STRUCTURAL OBSERVATIONS.8. THE USE OF THESE PLANS, DRAWINGS, SPECIFICATIONS,AND / OR ELEVATIONS IS RESTRICTED TO THE ORIGINAL USEFOR WHICH THEY WERE PREPARED & FURNISHED TO THECLIENT. PUBLICATION THEREOF IS EXPRESSLY LIMITED TOSUCH USE. REUSE, REPRODUCTION OR OTHERPUBLICATION BY ANY METHOD IS PROHIBITED. VCACONSULTANTS, INC. ASSUMES NO LIABILITY FOR THEUNAUTHORIZED USE OF THESE PLANS.9. THESE PLANS & SPECIFICATIONS ARE TO SHOW THEPRIMARY STRUCTURAL SYSTEM & ARE SOLELY FOR THE USEOF A BUILDER KNOWLEDGEABLE & EXPERIENCED IN THISTYPE OF WORK. STRUCTURAL COMPONENTS WHICHAREN'T A PART OF THE PRIMARY STRUCTURAL SYSTEM,SUCH AS GLAZING WINDOW WALLS, GUARDRAILS,TEMPORARY SHORING, MANUFACTURED STRUCTURALELEMENTS, SITE IMPROVEMENTS, PAVING, DRAINAGESTRUCTURES, FREE STANDING SIGNS & POLES, ANDLANDSCAPE IMPROVEMENTS AREN'T A PART OF THIS WORK.10. ALL WORK OF THE CONTRACTOR, SUB-CONTACTORS, &BUILDER SHALL CONFORM TO CURRENT GOOD PRACTICES.11. DURING THE COURSE OF CONSTRUCTION, CHANGES MAYOCCUR & THESE PLANS WON'T REFLECT THE "AS-BUILT"PRODUCT.12. COORDINATE WITH OTHERS DRAWINGS FOR LOCATION ANDCONSTRUCTION OF DRAFT STOPS, FIRE BLOCKING,DAMPERS AND OTHERS ITEMS NECESSARY FOR FIREPROTECTION. COORDINATE WITH OTHERS FOR LOCATIONAND CONSTRUCTION OF FLASHING, BLOCKING, EXTERIORFINISHES, TREATMENTS OR OTHER MATERIAL REQUIREDFOR DAMP PROOFING OR MOISTURE CONTROL.13. FOR ANY PRE-MANUFACTURED PRODUCTS OR MATERIALSOF CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLEFOR BEING FAMILIAR WITH AND FOR PROPER EXECUTION OFMANUFACTURER'S INSTRUCTIONS, REQUIREMENTS &CONDITIONS OF APPROVAL PRIOR TO INSTALLATION AND/ORUSE. THE ACCEPTANCE OF DEFERRED SUBMITTALS, TESTS& MATERIALS BY EOR DOESN'T CONSTITUTE THE APPROVALBY THE LOCAL JURISDICTION. IT IS THE CONTRACTOR'SRESPONSIBILITY TO ACQUIRE APPROVAL FROM THE LOCALJURISDICTION PRIOR TO START OF WORK.14. DUE TO LOCATION, SOME STRUCTURAL COMPONENTS AREREQUIRED BY CODE TO BE PROTECTED FROM WATER /MOISTURE PENETRATION OR FROM FIRE DAMAGE. THEMETHODS OF PROTECTION OF THESE STRUCTURALCOMPONENTS ARE NOT THE RESPONSIBILITY OF THE EOR &AREN'T DETAILED IN THESE DRAWINGS. REFER TO OTHERSFOR WATER / MOISTURE PROOFING METHODS & FIREPROOFING DETAILS.GENERAL NOTESSOIL & FOUNDATION INFORMATION1. RISK CATEGORYII2. SEISMIC DESIGN PARAMETERS:PROJECT DESIGN PARAMETERSSITE DATASSS1SDSSD1SITE CLASSFaFv1.040.3770.7520.483D1.0841.9233. WIND DESIGNWIND SPEED95 MPHWIND EXPOSUREEXP. C(NOTE: EXTERIOR COMPONENTS/CLADDING IS NOTDESIGNED BY EOR UNO)SYMBOLS AND LEGENDSDETAIL NUMBER1SW1SHEET NUMBER1REVISION AREAREVISION NUMBERCONCUSE(MIN)SLUMPW/CRATIO(MAX)FLYASH (%MAX)MAXAGGREGATESLAB ONGRADEEXPOSURE CONDITIONMINIMUMCOVERTOLERANCE(±)CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH:3.03/8"EXPOSED TO EARTH OR WEATHER:#5 AND SMALLER BARS#6 AND LARGER BARS1.1/2"2"1/4"1/4"NOT EXPOSED TO WEATHER OR INCONTACT WITH THE GROUND:ROOF SLABSTRUCTURAL SLABS & WALLSSTRUCTURAL SLABS (RATED ASSEMBLY)MID SPANEND SPANBEAMS AND COLUMNS (COVER TO TIES,STIRRUPS & SPIRALS)1"1"SEE SLABNOTES1.1/2"1/8"1/8"1/8"1/8"1/8"1/8" SLAB ON GRADE1.1/2" 1/4"(1) CAL GREEN REQD AMOUNT.(2) MAX AMOUNT*USE f 'c=4500 PSI TYPE V CONCRETE WITH WATER CEMENTRATIO=0.45 IF CONCRETE IS PLACED IN EXPOSURE CLASS S2OR S3** SHRINKAGE CHARACTERISTIC SHALL MEET OR EXCEEDSLAB LEVEL MIX DESIGN.CONCRETE WEIGHT: ALL CONCRETE SHALL BE REGULARWEIGHT OF 145 POUNDS PER CUBIC FOOT UNLESS NOTEDOTHERWISE. MAXIMUM IN-PLACE DENSITY OF NON-STRUCTLIGHTWEIGHT CONCRETE FLOOR TOPPING IS TO BE 110#/CU.FTAGGREGATE: SIZE OF AGGREGATE SHALL CONFORM TOASTM C3(3)85.3/4" ASTM SIZE #671" ASTM SIZE #571.1/2" ASTM SIZE #4CEMENT: PORTLAND CEMENT SHALL CONFORM TO ASTMC150 TYPE II, UNOCONCRETE AGE: NO MORE THAN 90 MINUTES SHALL ELAPSEBETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENTUNLESS APPROVED BY TESTING AGENCY.WET SET: REINFORCEMENT MAY NOT BE WET SET INCONCRETE POURS.INSERTS: ALL ITEMS TO BE CAST IN CONCRETE SUCH ASREINFORCING, DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES,ETC., SHALL BE SECURELY POSITIONED IN THE FORMSBEFORE PLACING OF CONCRETE.ROUGHENED SURFACES: WHERE INDICATED ON THEDRAWINGS ROUGHENED SURFACES SHALL BE PROVIDED BYMEANS OF HEAVY RAKING OR GROOVING. OTHER METHODSMAY BE ACCEPTABLE PENDING WRITTEN DIRECTION BY THEENGINEER. ALL INTERFACING SURFACES MUST BE CLEANAND FREE OF LOOSE MATERIALS.ADMIXTURES: NO ADMIXTURES SHALL BE ADDED TO THECONCRETE MIX WITHOUT THE WRITTEN DIRECTION OF THEENGINEER, UNLESS NOTED OTHERWISE.CHLORIDES: GROUT OR CONCRETE CONTAINING CHLORIDESSHALL NOT BE USED.DEBRIS: REMOVE ALL DEBRIS FROM FORMS BEFOREPOURING.SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BEDROPPED THROUGH REINFORCING STEEL (AS IN WALLS,COLUMNS AND DROP CAPITALS) SO AS TO CAUSESEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES ORTRUNKS OF VARYING LENGTH SO THAT THE FREEUNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIXFEET, AND A SUFFICIENT NUMBER SHALL BE USED TOENSURE THAT THE CONCRETE IS KEPT LEVEL AT ALL TIMES.CONSTRUCTION JOINTS: THE CONTRACTOR SHALL OBTAINTHE ENGINEER'S APPROVAL OF CONSTRUCTION JOINTLOCATION IN SLABS AND BEAMS.CONCRETE QUALITY: SHALL BE AS SHOWN BELOW:TOLERANCES FOR LONGITUDINAL LOCATION OF BENDS ANDENDS OF REINFORCEMENT SHALL BE ± TWO (2) INCHES,EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS WHERETOLERANCES SHALL BE ± 1/2 INCH.STUD RAILS:RESEARCH REPORTS: ICC REPORT(S) - DECON: ESR 2494,LARR 25395. EOR TO REVIEW & APPROVEALTERNATIVE MANUFACTURER OF STUD RAILS.MATERIAL: MATERIAL TO CORRESPOND WITH THESPECIFICATIONS PER THE ICC REPORT(S) ABOVE.SPLICES: SPLICE BARS IN MEMBERS SUCH AS SPANDRELS,BEAMS, ETC., AS FOLLOWS: TOP BARS AT CENTERLINE OFSPAN, BOTTOM BARS AT THE SUPPORT. ALL REINFORCINGSTEEL SHALL BE SECURELY WIRED AND PROPERLYSUPPORTED ABOVE GROUND AND AWAY FROM THE FORMS.DRAG REINF TO HAVE TYPE II MECH CONNECTOR, UNO ONPLANS.TEMPERATURE AND SHRINKAGE REINFORCEMENT: SHALLHAVE A LAP OF THIRTY (30) BAR DIAMETERS, BUT NOT LESSTHAN 18 INCHES, AND THE SPLICES IN ADJACENT BARS SHALLBE OFFSET NOT LESS THAN FIVE (5) FEET APART.REBAR GRADES: ALL REINFORCING STEEL SHALL BE NEWSTOCK DEFORMED BARS CONFORMING TO ASTM A615 ASFOLLOWS:#3 AND SMALLER BARS GRADE 40#4 AND LARGER BARS GRADE 60REINFORCING STEEL IN SHEAR WALLS, COLUMNS, AND GRADEBEAMS: SHALL COMPLY WITH LOW ALLOY A706. REINFORCINGSTEEL THAT COMPLIES WITH ASTM 615 MAY BE USED IF THEACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOTEXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN18,000 PSI (RETEST SHALL NOT EXCEED THIS VALUE BY MORETHAN AN ADDITIONAL 3,000 PSI) AND THE RATIO OF THEACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL TENSILEYIELD STRENGTH IS NOT LESS THAN 1.25.REINFORCING STEEL ALLOWANCES: THE CONSTRUCTORSHALL PROVIDE THE FOLLOWING POUNDS (PER 10,000 S.F.) OFREINFORCING STEEL FOR THE ENGINEER TO USE AT THEENGINEER'S DISCRETION DURING CONSTRUCTION.PODIUM: 600# GARAGE: 300# MAT SLAB: 300#WELDED WIRE FABRIC: WELDED WIRE FABRIC SHALLCONFORM TO ASTM A 496 AND A 497.REBAR COVER: MINIMUM REBAR COVER FOR CONCRETESHALL BE AS SHOWN IN THIS TABLE, UNOREINFORCEMENTCONCRETEMAXSHRINKAGE%RETAININGWALL2.54"151"0.63(2)-CONT FTG/ PAD FTGOWNER:WERMERS PROPERTIESADDRESS:1205 AVIARA PARKWAYCARLSBAD, CA 92011JURISDICTION: CITY OF CARLSBADAPPLICABLE CODE(S): 2019 CBCPROJECT NUMBER: 10-11579CONTACT PRINCIPAL: BRETT KAUFMANN, S.E.CONTACT PHONE: 714.978.9780CONTACT EMAIL: brett.kaufmann@vcastructural.com1. THE FOUNDATION DESIGN IS BASED ON THE REQUIREMENTSSET FORTH IN THE GEOTECHNICAL REPORT PREPARED BY:SOILS ENGINEER / GEOLOGIST:·GEOTEK, INC.1384 POINSETTIA AVENUE, SUITE AVISTA, CA 92081-8505·TELEPHONE: (760) 599-0509·REPORT / PROJECT NO: 3740-SD, DATED NOVEMBER 11, 20212. A COPY OF THE SOILS REPORT MUST BE KEPT AT THE JOB SITEAT ALL TIMES.3. THE FOLLOWING ARE THE SOIL PROPERTIES EXCERPTEDFROM THE SOILS REPORT:·ALLOWABLE BEARING PRESSURE (ABP):·ALLOWABLE INCREASE FOR SEISMIC LOAD: 1.33.·VERTICAL SUB GRADE MODULUS (K1): 100 psi/in.·LATERAL SOIL PRESSURE:·SLIDING FRICTION COEFFICIENT:0.33·SOIL EXPANSION INDEX:MEDIUM4. SUB-GRADE PREPARATION, FOUNDATION TRENCH, BACK FILLAND ALL FOUNDATION PADS SHALL BE APPROVED ANDCERTIFIED BY THE SOILS ENGINEER OF RECORD. EVIDENCE OFAPPROVAL SHALL BE SUBMITTED TO THE STRUCTURALENGINEER'S OFFICE.5. TRENCHES WITHIN THE INFLUENCE OF THE BUILDINGFOUNDATION FOR THE UNDERGROUND UTILITIES MUST BEBACK FILLED WITH PROPER MATERIAL AS RECOMMENDED BYTHE SOILS ENGINEER AND THE BACKFILL MATERIAL MUST BEPROPERLY COMPACTED TO THE SATISFACTION OF THE SOILSENGINEER AND BUILDING INSPECTOR.6. NO TRENCH, EXCAVATED WITHIN A 45 DEGREE LINEPROJECTED FROM THE BOTTOM OF THE BUILDINGFOUNDATION, IS PERMITTED, UNLESS IT IS SPECIFICALLYAPPROVED BY THE PROJECT SOILS ENGINEER.7. THE ENGINEER OF RECORD MUST BE INFORMED OF ANYCHANGES IN DESIGN CRITERIA MADE BY THE SOILS ENGINEERDURING THE COURSE OF CONSTRUCTION.8. ALL RETAINING WALLS SHALL BE PROVIDED WITH STANDARDSURFACE BACK DRAIN SYSTEM TO PREVENT BUILD UP OFHYDROSTATIC PRESSURE, UNLESS NOTED OTHERWISE. ALLDRAINAGE SHALL BE CONDUCTED TO THE STREET IN ANACCEPTABLE MANNER AND IN A NON-EROSIVE DEVICE. REFERTO SLAB PLANS, NOTES & DETAILS FOR ADDITIONALINFORMATION.9. IN OTHER THAN POST-TENSIONED OR MAT SLABCONSTRUCTION, THE SLAB-ON-GRADE IS CONSIDERED ANON-STRUCTURAL COMPONENT. REFER TO SLAB PLANS,NOTES & DETAILS FOR ADDITIONAL INFORMATION.10.CONTRACTOR TO ENSURE THAT ALL DRAINAGE IS DIRECTEDAWAY FROM THE EXTERIOR FOOTINGS (MIN 2% SLOPE).ABP INCREASE PERMAXABPFT DEPTHFT WIDTHABPFOOTINGMINDEPTHMINWIDTHITEMAT-REST (EFP)SEISMICINCREMENTALLATERALEARTHPRESSURE OF15 PCF (LEVEL)25 PCF (2:1)ACTIVE (EFP)PASSIVE45 PCF(LEVEL)DRAINED65 PCF(2:1)65 PCF(LEVEL)300 PSF,3000 PSFMAXRETAININGWALL CONTFTG2500PSF300 PSF200 PSF4500PSF18"12"-ALL BLOCKS SHALL CONFORM TO ASTM C90, LATESTEDITION. MASONRY UNITS SHALL HAVE CURED FOR NOTLESS THAN TWENTY-EIGHT (28) DAYS WHEN PLACED IN THESTRUCTURE. PROVIDE ALL BOND BEAM UNITS, LINTELS,ETC., AS REQUIRED. STRENGTH (f'm) SHALL BE 2,000 PSIMINIMUM. VERIFY BY PRISM TESTS. (ACI 530.1 ARTICLE1.4B). SELECT SUPPLIER 60 DAYS PRIOR TOCONSTRUCTION. DO NOT USE CHIPPED OR CRACKEDBLOCKS. IF ANY SUCH BLOCKS ARE DISCOVERED IN ANYFINISHING WALL, THEY SHALL BE PROMPTLY REMOVEDAND REPLACED WITH NEW BLOCKS TO THE SATISFACTIONOF THE ENGINEER.CEMENT SHALL BE PORTLAND CEMENT CONFORMING TOASTM C150, TYPE I OR TYPE II, AND SHALL BE ENTIRELY OFONE MANUFACTURER.WATER USED FOR MORTAR AND GROUT SHALL BE CLEANAND FREE FROM DELETERIOUS AMOUNTS OF ACIDS,SALTS, ALKALI, AND ORGANIC MATERIALS.SAND FOR MORTAR SHALL CONFORM TO ASTM C144EXCEPT THAT NOT LESS THAN 3% OF THE SAND SHALLPASS THE NUMBER 100 SIEVE. SAND & PEA GRAVEL FORGROUT SHALL CONFORM TO ASTM C404, TABLE 1, COARSEAGGREGATE, EXCEPT WHEN OTHER GRADINGS ARESPECIFIED BY THE ENGINEER.LIME SHALL BE TYPE S PER ASTM C270.MORTAR SHALL BE TYPE S UNLESS OTHERWISE NOTED.GROUT FOR PUMPING SHALL HAVE A FLUID CONSISTENCYAND SHALL BE PROPORTIONED AS NECESSARY TOACHIEVE THE SPECIFIED STRENGTH f'm. THE MIX SHALL BEREVIEWED BY THE ENGINEER. FLUID CONSISTENCY SHALLMEAN A CONSISTENCY AS FLUID AS POSSIBLE FORPOURING WITHOUT SEGREGATION OF THE CONSTITUENTPARTS.THE USE OF ADMIXTURES SHALL NOT BE PERMITTED INMORTAR OR GROUT UNLESS SUBSTANTIATING DATA HASBEEN SUBMITTED TO AND REVIEWED BY THE ENGINEER.THE USE OF ADMIXTURES IN MORTAR SHALL NOT BEPERMITTED WITHOUT REDUCING THE LIME CONTENT. THEUSE OF UNCONTROLLED FIRE CLAY, DIRT, AND OTHERDELETERIOUS MATERIALS IS PROHIBITED.RETEMPER MORTAR ONLY BY ADDING WATER INTO ABATCH MADE WITH THE MORTAR AND THEN CAREFULLYWORKING THE WATER INTO THE MORTAR. RETEMPERINGTHE MORTAR BY DASHING WATER OVER THE MORTARSHALL NOT BE PERMITTED. ANY MORTAR OR GROUTUNUSED WITHIN ONE HOUR AFTER INITIAL MIXING SHALL BEREMOVED FROM THE WORK.WHEN GROUTING IS STOPPED FOR A PERIOD OF ONE HOUROR LONGER, FORM HORIZONTAL CONSTRUCTION JOINTSBY STOPPING THE GROUT POUR 1-1/2 INCHES MINIMUMBELOW THE UPPER-MOST UNIT.MAXIMUM HEIGHT OF ANY GROUT POUR SHALL NOT BEGREATER THAN 5 FEET UNLESS PROPER HIGH-LIFTPROCEDURES ARE USED.ALL VERTICAL WALL REINFORCEMENT SHALL HAVEDOWELS EQUAL IN SIZE EMBEDDED INTO FOOTING UNLESSNOTED OTHERWISE ON THESE PLANS. PROVIDE MINIMUM(2)#5 BARS AT ALL CORNERS, JOINTS, JAMBS ANDINTERSECTIONS UNOMASONRY VENEER SHALL BE PER CHAPTER 14 OF THECBC. SEE ARCHITECTURAL PLANS.PROVIDE MIN GROUT SPACE PER ACI 530.1 ARTICLE 3.2 F.PROVIDE 1/2" MIN GROUT BETWEEN REINFORCING BARSAND MASONRY.ALL EMBEDDED ITEMS SHALL BE WITHIN ACI 307TOLERANCES AND SUITABLE FOR THE PROPOSEDFUNCTION. NO PIPES OR DUCTS SHALL BE PLACED INMASONRY WALLS UNLESS SPECIFICALLY SHOWN BYENGINEER.REINFORCING SHALL BE HELD SECURELY IN PLACE PRIORTO GROUTING. LAP SPLICES IN MASONRY REINFORCINGSHALL BE 48 BAR DIAMETERS UNOALL MASONRY UNITS SHALL BE LAID IN RUNNING BONDWITH FULL MORTAR HEAD JOINTS. COLUMNS, PIERS, ANDARCHES SHALL BE BONDED INTO ADJACENT WALLS WITHHORIZONTAL JOINT REINFORCING AND BOND BEAM STEELSHALL BE CONTINUOUS.ALL BRICK SHALL CONFORM TO ASTM C62, GRADE MW/REFER TO ARCH DRAWINGS,THE COMPRESSIVE STRENGTH OF GROUT SHALL BE EQUALTO OR GREATER THAN THE COMPRESSIVE STRENGTH OFTHE CONCRETE MASONRY UNITS.MASONRYSTRENGTH(KSI) AT28 DAYS*2.52.54"4"0.630.631515(2)(2)1"1.5"--15. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5'-0" ORMORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TODESCEND: OR OBTAIN NECESSARY PERMIT FROM STATE OFCALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TOTHE ISSUANCE OF A BUILDING OR GRADING PERMIT.16. ANY ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE.17. GENERAL NOTES AND NOTES ON THESE SHEETS SHALLAPPLY UNLESS SPECIFICALLY SHOWN OR NOTEDOTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWNOR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FORSIMILAR CONDITIONS. ALL WORK OR CONSTRUCTION SHALLCOMPLY WITH ALL APPLICABLE BUILDING CODES,REGULATION AND SAFETY REQUIREMENTS.18. SHORING: IT SHALL BE THE CONTRACTOR'S SOLERESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATESHORING, BRACING, & FORM WORK, AS REQUIRED FOR THEPROTECTION OF LIFE AND PROPERTY DURING THECONSTRUCTION OF THIS BUILDING. SHORING PLANSHOWING METHOD & TIMING OF SHORING, DESHORING &RESHORING MUST BE PREPARED BY A LICENSEDENGINEER. SHORING PLAN MUST BE SUBMITTED TO THEENGINEER'S OFFICE FOR REVIEW PRIOR TO START OFWORK.19. EXCAVATION: THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ALL EXCAVATION PROCEDUREINCLUDING LAGGING, SHORING, AND PROTECTION OFADJACENT PROPERTY, STRUCTURES, STREETS ANDUTILITIES IN ACCORDANCE WITH THE REQUIREMENT OFLOCAL JURISDICTION.20. OTHER TRADES: SEE THE REST OF THE PROJECT'SCONSTRUCTION DOCUMENTS PACKAGE FOR SIZE ANDLOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGSAND DETAILS NOT SHOWN ON THESE STRUCTURALDRAWINGS. ALL ITEMS IN THE PLANS INDICATED BYOTHERS ARE NOT REVIEWED, INSPECTED, OR OBSERVEDBY VCA. COORDINATE REQUIREMENTS WITH THEAPPROPRIATE PARTY.21. BACK FILL: BACK FILL OF BUILDING RETAINING WALL SHALLNOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTEDBY THE COMPLETION OF INTERIOR FLOOR SYSTEMS. DONOT PROCEED WITH BACK FILL UNTIL SEVEN (7) DAYS AS AMINIMUM AFTER THE COMPLETION OF INTERIOR FLOORSYSTEMS UNLESS WALLS ARE ADEQUATELY BRACED.BACKFILL PLACED IMMEDIATELY BEHIND RETAINING WALLSSHALL BE COMPACTED WITH HAND OPERATED EQUIPMENT.22. WELDING: ALL WELDING SHALL BE PERFORMED BYWELDERS CERTIFIED FOR THE WELDS TO BE MADE; SEESPECIFICATIONS FOR WELDING PROCESS TO BE USED.WELDING OF REINFORCING STEEL FOR USE INSTRUCTURAL CONCRETE OR STRUCTURAL MASONRYSHALL BE PERMITTED ONLY WHERE SPECIFICALLYDESIGNATED ON THESE PLANS OR WHERE SPECIFICALLYINDICATED BY THE ENGINEER.23. SIDEWALK PROTECTION: PEDESTRIAN TRAFFIC SHALL BEPROTECTED PER THE REQUIREMENT OF CODE AND LOCALJURISDICTION.24. SAFETY: THE CONTRACTOR SHALL ADEQUATELY PROTECTHIS WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND BERESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT ORNEGLECT.25. MATERIALS AND WORKMANSHIP WARRANTY: THECONTRACTOR SHALL REPLACE ANY DEFECTIVE MATERIALSAND CORRECT POOR WORKMANSHIP WITH NO ADDITIONALCOSTS TO THE OWNER, AND SHALL REMEDY ANY DEFECTSIN MATERIAL OR WORKMANSHIP WHICH APPEAR IN 2 YEARSFROM THE DATE OF COMPLETION OF THE JOB. THISWARRANTY APPLIES TO THE WORK DONE BY THESUBCONTRACTORS AS WELL AS THE WORK DONE BY THEEMPLOYEES OF THE CONTRACTOR.26. WHERE THERE IS CONFLICTING STRUCTURAL DESIGN INFOSHOWN ON STRUCTURAL PLANS, DETAILS, OR SCHEDULES,THE MORE RESTRICTIVE REQUIREMENT SHALL CONTROL.27. IT SHALL BE THE RESPONSIBILITY OF THE GENERALCONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTIONIS IN FULL AGREEMENT WITH THE LATEST CONTRACTDOCUMENTS.28. A COPY OF THE JURISDICTION RESEARCH REPORT AND/ORCONDITIONS OF LISTING, IF ANY SHALL BE MADEAVAILABLE AT THE JOB SITE.GENERAL NOTES (CONTINUED)DRAINEDSTATEMENT OF SPECIAL INSPECTIONSTHIS "STATEMENT OF SPECIAL INSPECTIONS" IS SUBMITTED INFULFILLMENT OF THE REQUIREMENTS OF CBC SECTIONS 1704AND 1705THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THESPECIAL INSPECTIONS AND TESTS REQUIRED. SPECIALINSPECTORS WILL REFER TO THE APPROVED PLANS ANDSPECIFICATIONS FOR DETAILED SPECIAL INSPECTIONREQUIREMENTS. ADDITIONAL TESTS AND INSPECTIONSREQUIRED BY THE APPROVED PLANS AND SPECIFICATIONSMUST ALSO BE PERFORMED.SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED INACCORDANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS 1704,1705, 1706, 1707, AND 1708. INTERIM REPORTS WILL BESUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTEREDDESIGN PROFESSIONAL IN RESPONSIBLE CHARGE INACCORDANCE WITH CBC SECTION 1704.2.4.A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTINGREQUIRED SPECIAL INSPECTIONS, TESTING AND CORRECTIONOF DISCREPANCIES NOTED IN THE INSPECTIONS MUST BESUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE ANDOCCUPANCY (SECTION 1704.2.4). THE FINAL REPORT WILLDOCUMENT:- REQUIRED SPECIAL INSPECTIONS.- CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS.THE OWNER RECOGNIZES HIS OR HER OBLIGATION TO ENSURETHAT THE CONSTRUCTION COMPLIES WITH THE APPROVEDPERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OFSPECIAL INSPECTIONS. IN PARTIAL FULFILLMENT OF THESEOBLIGATIONS, THE OWNER WILL RETAIN AND DIRECTLY PAY FORTHE SPECIAL INSPECTIONS AS REQUIRED IN CBC SECTION 1704.76582.00REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBADTN"AS BUILT"DATEINSPECTORDATEREVIEWED BY:P.E.EXP.DESCRIPTION:RECORD FROM:ELEVATION:DATUM:R.O.S. 172710.4 MI NORTHERLY OF PALOMAR AIRPORT ROAD INTHE CENTER OF BULB AT THE NORTH END OFHIDDEN VALLEY ROAD OPPOSITE ENTRANCE TOWATER TANK.LOCATION:238.92NGVD 29MONUMENT CLSB-0541845 W. Orangewood Ave., Suite 200Orange, CA 92868 (714) 978.9780PRECISE GRADING PLANS FOR:GR 2021-0050AVIARA APARTMENTS WESTRETAINING WALL PLANSAPPROVED:JASON S. GELDERTENGINEERING MANAGER PE 63912 EXP. 9/30/22 DATECT 2018-0002RP-535-1A3230DECLARATION OF RESPONSIBLE CHARGE (SHEETS 30-32)I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THEPROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONSCODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, ASENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.MBIAMDocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB1012/21/2022
332632TYP532TYP15321532232432232432132RETAINING WALL 7REFER TO CIVIL PLANSFOR ADD'L INFORMATION.RETAINING WALL 1REFER TO CIVIL PLANSFOR ADD'L INFORMATION.RETAINING WALL 3REFER TO CIVIL PLANSFOR ADD'L INFORMATION.RETAINING WALL 4REFER TO CIVIL PLANSFOR ADD'L INFORMATION.RETAINING WALL 5REFER TO CIVIL PLANSFOR ADD'L INFORMATION.RETAINING WALL 6REFER TO CIVIL PLANSFOR ADD'L INFORMATION.RETAINING WALL 9REFER TO CIVIL PLANSFOR ADD'L INFORMATION.RETAINING WALL 2REFER TO CIVIL PLANSFOR ADD'L INFORMATION.RETAINING WALL 8REFER TO CIVIL PLANSFOR ADD'L INFORMATION.1321632OR76582.00REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBADTN"AS BUILT"DATEINSPECTORDATEREVIEWED BY:P.E.EXP.DESCRIPTION:RECORD FROM:ELEVATION:DATUM:R.O.S. 172710.4 MI NORTHERLY OF PALOMAR AIRPORT ROAD INTHE CENTER OF BULB AT THE NORTH END OFHIDDEN VALLEY ROAD OPPOSITE ENTRANCE TOWATER TANK.LOCATION:238.92NGVD 29MONUMENT CLSB-0541845 W. Orangewood Ave., Suite 200Orange, CA 92868 (714) 978.9780PRECISE GRADING PLANS FOR:GR 2021-0050AVIARA APARTMENTS WESTRETAINING WALL PLANSAPPROVED:JASON S. GELDERTENGINEERING MANAGER PE 63912 EXP. 9/30/22 DATECT 2018-0002RP-535-1A3231MBIAMDocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB1012/21/2022
31LOOPSTIRRUP (TIE)SEISMIC HOOK90°HOOK @ TIES / STIRRUPS (#5 & SMALLER)135° SEISMIC90° HOOK180° HOOKSTANDARD END HOOKSDb = BAR DIAMETERD = BEND DIAMETER (FINISHED INSIDE)D = 6Db (#3 - #8) (*)= 8Db (#9 - #11)DDDDDbDbDbDbDb6Db6DbDDDb Db4Db(3" MIN.)12Db LbCOVERPERPLANFACE OF CONCRETE
(*) FOR STIRRUPS & TIES, D = 4Db FOR #5 AND SMALLERTYPICAL HOOKS PER ACI 318 467BACKWALL DRAINAGEPER SOILS REPORTFG12"
MAX
18" MIN (*)36"24"
3" CLR
11'-0"
(WALL HEIGHT)
2" CLR
#4 @ 10" OC HORIZONTAL#7 @ 9" OC VERTICALWATERPROOFING MEMBRANEBY OTHERSTOW3'-0" MIN
#5 @ 6" OC,(TOP & BOTT)NOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORTCONTINUOUSCONCRETEFOOTINGL0027RETAINING WALL'B' BAR HORIZONTALFULL-HT 8" CMU WALL W/ SOLID GROUT UNLESSNOTED OTHERWISE BELOWT
50" LAP
3"
CLR
K
18" MIN (*)
H
(WALL HEIGHT)W'D1' BARS'A' BAR VERTICAL6"
MIN
WATERPROOFINGMEMBRANE BY OTHERS14"2.25"'D2' BARSTOWSHEAR KEYWHEREOCCURS2"
CLR HW(IN)T(IN)K(IN)'B' BAR 'C' BAR 'D1' BAR 'D2' BARREINFORCING STEEL49'A' BARRETAINING WALL SCHEDULE14-#4 @ 16"≤ 8'-0"#4 @ 16"-49 18 12#5 @ 16"#5 @ 16"932418#4 @ 16"#4 @ 16"#4 @ 16"'E' BAR9"#5 @ 12"#5 @ 12"#5 @ 9"#5 @ 9"#5 @ 6"#5 @ 6"≤ 6'-0"≤ 4'-0"NOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICENOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORTFG12"W/4'E' BAR#5 @ 12" OC WHEREKEY OCCURSCONT CONCFTGL0021FENCE / GUARD RAIL EMBEDDED @ TOP OFWALLCMU WALLSTEEL SLEEVEWALL HORIZ REINF W/HOOK @ ENDADD (2) #4 VERT @STEEL SLEEVE#4x48" @ TOP, BOT & MIDLENGTH OF STEELSLEEVESECTIONARETAINING WALL W/ RADIANT HEAT WALLRETAINING WALLBACKWALL DRAINAGEPER SOILS REPORT6"
MIN2.25"18" MIN (*)'D2' BARS(2) #4T
3" CLR
K H
(WALL HEIGHT)'B' BAR HORIZONTAL12" THICKCONC WALL'C' BAR'A' BAR VERTICALWATERPROOFING MEMBRANEBY OTHERSTOW0"30" LAP HW(IN)T(IN)K(IN)'B' BAR 'C' BAR'F2' BARREINFORCING STEEL'A' BARRETAINING WALL SCHEDULE'E' BAR24"'F2' BARS'D2' BARNOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORTCONTINUOUSCONCRETEFOOTINGRETAINING WALLBACKWALL DRAINAGEPER SOILS REPORTFG6"
MIN2.25"18" MIN (*)'D2' BARS(2) #4T
3" CLR
K H
(WALL HEIGHT)
2" CLR
'B' BAR HORIZONTAL'C' BAR'A' BAR VERTICALWATERPROOFING MEMBRANEBY OTHERSTOW12"0"42" LAP HW(IN)T(IN)K(IN)'B' BAR 'C' BAR'F2' BARREINFORCING STEEL'A' BARRETAINING WALL SCHEDULE12-#4 @ 16"≤ 8'-0"#4 @ 16"-12 -#4 @ 16"#4 @ 16"14 -#4 @ 16"#4 @ 16"#4 @ 16"'E' BAR-≤ 6'-0"≤ 4'-0"24"'F2' BARS244266'D2' BAR#5 @ 14"#5 @ 14"NOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORTCONTINUOUSCONCRETEFOOTINGRETAINING WALLHW(IN)T(IN)'B' BAR 'C' BAR 'D2' BAR 'F2' BARREINFORCING STEEL36'A' BARRETAINING WALL SCHEDULE14#5 @ 16"≤ 10'-6"#5 @ 16"48 14#5 @ 16"#5 @ 8"57 16#4 @ 16"#4 @ 16"#4 @ 16"#5 @ 12"≤ 8'-6"≤ 6'-6"NOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORTWHERE FENCE OCCURS,REFER TO DETAIL 7, SHEET 32.5H ≤ 4'-0": #5 @ 12" OCH ≤ 6'-0": #5 @ 9" OCH ≤ 8'-0": #5 @ 6" OC2" CLR
12"#5 @ 14"#5 @ 14"#5 @ 16"#5 @ 8"-#5 @ 8"#5 @ 8"#5 @ 16"#6 @ 8"FGFGFGBACKWALLDRAINAGEPER SOILSREPORT10981517182032" MAXCONT BARSEMBEDDED INTO FTGADD (2) #6 @ EA FACEOF WALL, EXTEND 36"FROM CORNER OFOPENING (TOTAL OF 8)OPENING IN RETAINING WALL FOR STORMDRAIN36" TYPADD FULL HEIGHT (2) #7 MIN@ EA FACE OF WALL(NUMBER OF ADDED BAR ATEDGE OF OPENING MUST BEEQUAL OR GREATER THANHALF OF INTERRUPTED VERTBARS)36" MAX
WALL REBARPER PLANFOOTING24" MINREBAR PERWALL SCHED121210" CONC WALL2.25"41" LAP1'-0"BACKWALL DRAINAGEPER SOILS REPORTFG6"MIN2.25"18" MIN (*)'D2' BARSW(2) #4T3" CLR H(WALL HEIGHT)2" CLR 'B' BAR HORIZONTAL8" CMU WALL W/ SOLID GROUT'A' BAR VERTICALWATERPROOFING MEMBRANEBY OTHERSTOW42"24"'F2' BARSCONTCONCFTGWHERE FENCE OCCURS,REFER TO DETAIL 7, SHEET 32.12" CMU WALL SOLID GROUTALL CELLS2.25"'C' BAR VERTICAL4'-8"1'-0"RETAINING WALL W/ PIER FOUNDATION#5 @ 12"#5 @ 12"#5 @ 12"#5 @ 9"#5 @ 9"FGFGFG2.25"WHERE H > 6'-0", BASE OFWALL TO BE 12" CMU WALLW/ SOLID GROUT'C' BAR FORWALLS W/H > 6'-0"'C' BAR, TYP UNO4'-8"#5 @ 14"#5 @ 14"#5 @ 12"#5 @ 12"PROPERTY LINERETAINING WALL'B' BAR HORIZONTALFULL-HT 8" CMU WALL W/ SOLID GROUT UNLESSNOTED OTHERWISE BELOWT
50" LAP
3"
CLR
K
18" MIN (*)
H
(WALL HEIGHT)W'D1' BARS'A' BAR VERTICAL6"
MIN
WATERPROOFINGMEMBRANE BY OTHERS14"2.25"'D2' BARSTOWSHEAR KEYWHEREOCCURS2"
CLR 42RETAINING WALL SCHEDULE126#4 @ 16"≤ 8'-0"#4 @ 16"#5 @ 14"81 14 12#5 @ 16"#5 @ 16"1052418#4 @ 16"#4 @ 16"#4 @ 16"#5 @ 14"#5 @ 14"#5 @ 12"#5 @ 12"#5 @ 6"#5 @ 6"≤ 6'-0"≤ 4'-0"NOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICENOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORTFGMW/4'E' BAR#5 @ 12" OCCONT CONCFTG#5 @ 14"#5 @ 14"#5 @ 16"#5 @ 8"FGBACKWALLDRAINAGEPER SOILSREPORT122.25"·WHERE 6'-0" < H ≤ 8'-0",BASE OF WALL TO BE 12"CMU WALL W/ SOLIDGROUT·WHERE H > 8'-0" BASE OFWALL TO BE 12" THICKCONC WALL'C' BAR FORWALLS W/H > 6'-0"'C' BAR, TYP UNO4'-8"≤ 10'-0"1143627#4 @ 8"#6 @ 6"#6 @ 6"#5 @ 12"#5 @ 16"#6 @ 9"≤ 14'-0"H ≤ 8'-0", 18"H ≤ 12'-0", 36"H ≤ 4'-0": #5 @ 14" OCH ≤ 8'-0": #5 @ 6" OCH ≤ 12'-0": #6 @ 6" OCRETAINING WALL'B' BAR HORIZONTAL12" CONC WALLT 41" LAP3"CLRK 18" MIN (*)H(WALL HEIGHT)W'D1' BARS'A' BAR VERTICAL6"MINWATERPROOFINGMEMBRANE BY OTHERS14"2.25"'D2' BARSTOWSHEAR KEYWHEREOCCURS2"CLR HW(IN)T(IN)K(IN)'B' BAR 'C' BAR 'D1' BAR 'D2' BARREINFORCING STEEL'A' BARRETAINING WALL SCHEDULE'E' BAR2'-8"NOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICENOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORTFGMW/4'E' BAR#5 @ 4" OCCONT CONCFTGFGBACKWALLDRAINAGEPER SOILSREPORT122.25"16" THICK CONC WALL'C' BAR,TYP UNO4'-8"10'-0" < H ≤ 12'-0" 126 36 39#4 @ 6"#6 @ 6"#6 @ 6"#5 @ 6"#5 @ 8"#6 @ 8"#6 @ 6" OC16REFER TO DETAIL 16.STEPPED FTG DETAIL - TYPd LdLdLdLdLdLdFTGREINFREINF @ STEP FTG TO BESAME AS FTG REINF UNOTIES @ FTG WHEREOCCURSFTG REINF1.5d MIN1.5d MIN3" CLR3" CLRt
tVERT WALL DOWELSWHERE OCCURS3" CLR
3" CLR
d
18"
MAX
h
24"ADD #5 @ 18" OC WHEREh > 8", TYPLd≤ 11'-3"2448#4 @ 8"#5 @ 6"93#6 @ 6"#6 @ 6"#6 @ 6"#6 @ 6"NOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICENOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICENOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICE0"16'-3"EQEQ28"Ø PIER @ 6'-0" OCW/ (8) #8 VERT (EQ SPACED)& #4 @ 4" OC TIES#4 @ 6" OCSTIRRUPS48" MAXCMU WALL (8" THICK MIN) /CONC WALL#4x48" HOR @ TOP, BOT& MID LENGTH OF STEELSLEEVE12" MIN24"1/8GUARD RAIL POST BYOTHERSSTEEL SLEEVEA1128"WW/43" CLR12"WW/43" CLREQEQ
'E' BAR#5 @ 6" OC'E' BARSHEAR KEYWHEREOCCURS#4 HORIZBACKWALL DRAINAGEPER SOILS REPORT2.25"18" MIN (*)'D2' BARS(2) #4T
3" CLR
H
(WALL HEIGHT)'B' BAR HORIZONTAL·H ≤ 6'-0":8" CMU WALL W/ SOLID GROUT·6'-0" < H ≤ 10'-0":12" CMU WALL W/SOLID GROUT·10'-0" < H ≤ 11'-3":12" CONC WALL'C' BAR'A' BAR VERTICALWATERPROOFING MEMBRANEBY OTHERS0"50" LAP HW(IN)T(IN)'B' BAR 'C' BAR'F2' BARREINFORCING STEEL'A' BARRETAINING WALL SCHEDULE12#4 @ 16"≤ 8'-0"#4 @ 16"14#5 @ 16"#5 @ 16"14#4 @ 16"#4 @ 16"#4 @ 16"≤ 6'-0"≤ 4'-0"24"'F2' BARS334260'D2' BAR#5 @ 14"#5 @ 12"#5 @ 14"#5 @ 12"NOTE: (*) MINIMUM FOOTING DEPTH PER SOILS REPORTCONTINUOUSCONCRETEFOOTING2" CLR
12"#5 @ 8"#5 @ 8"FG#5 @ 12"#5 @ 12"≤ 10'-0"18#4 @ 16"84#5 @ 8"#5 @ 8"#7 @ 8"#7 @ 8"≤ 11'-3"18#4 @ 8"96#5 @ 8"#5 @ 8"#6 @ 8"#6 @ 8"NOTE: 'A' BARS MAY BE COMBINED WITH 'C' BARS TO AVOID LAP SPLICETOW6'-0" MAXW14FG
212'-0" < H ≤ 14'-0" 164 36 48#4 @ 6"#6 @ 6"#6 @ 6"#5 @ 4"#5 @ 8"#7 @ 6"M(IN)2436·H ≤ 6'-0":8" CMU WALL W/ SOLID GROUT·6'-0" < H ≤ 8'-0":12" CMU WALL W/SOLID GROUTHW(IN)T(IN)K(IN)'B' BAR 'C' BAR 'D1' BAR 'D2' BARREINFORCING STEEL'A' BAR'E' BARM(IN)12121215#7 @ 9" OC VERTICAL L-BAR(EMBED INTO FTG 13" MIN)54" LAP
76582.00REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:SHEETSSHEETDATE INITIALOTHER APPROVALRVWD BY:CITY OF CARLSBADTN"AS BUILT"DATEINSPECTORDATEREVIEWED BY:P.E.EXP.DESCRIPTION:RECORD FROM:ELEVATION:DATUM:R.O.S. 172710.4 MI NORTHERLY OF PALOMAR AIRPORT ROAD INTHE CENTER OF BULB AT THE NORTH END OFHIDDEN VALLEY ROAD OPPOSITE ENTRANCE TOWATER TANK.LOCATION:238.92NGVD 29MONUMENT CLSB-0541845 W. Orangewood Ave., Suite 200Orange, CA 92868 (714) 978.9780PRECISE GRADING PLANS FOR:GR 2021-0050AVIARA APARTMENTS WESTRETAINING WALL PLANSAPPROVED:JASON S. GELDERTENGINEERING MANAGER PE 63912 EXP. 9/30/22 DATECT 2018-0002RP-535-1A3232MBIAMDocuSign Envelope ID: CA3068EB-2C8D-40DF-B90C-13D5214AEB1012/21/2022