HomeMy WebLinkAboutDWG 535-1C; CT 2018-0002; AVIARA APARTMENTS - EAST; 01-07CUT:FILL:IMPORT:EXPORT:REMEDIAL: CYEARTHWORK QUANTITIESCYCYCYCYGRADING NOTES(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.)1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSION DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.14. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE.25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 535-1P , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.GRADING NOTES (continued)31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.UNDERGROUND SERVICE ALERT (800)422-4133SDG&E (800)411-7343AT&T (800)892-0123TIME WARNER CABLE (760)438-7741COX COMMUNICATIONS (619)262-1122CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722SAN DIEGUITO WATER DISTRICT (760)633-2650LEUCADIA WASTEWATER DISTRICT (760)753-0155VALLECITOS WATER DISTRICT (760)744-0460OLIVENHAIN WATER DISTRICT (760)753-6466BUENA SANITATION DISTRICT (760)726-1340 x1330 *AS APPROPRIATE34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING - THE APPLICANT HIRES A CIVIL ENGINEER, SOILSENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANDCONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE.B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT - THE FOLLOWING REPORTS MUST BESUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10}CARLSBAD MUNICIPAL CODE:(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT).(2) AS-BUILT GRADING PLAN(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDEDSOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OFTHE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTEDTEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILSENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THEREQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARYSOILS REPORT AND ANY SUPPLEMENTS THERETO.(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITYENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK.PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK.36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTEDBY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGEDOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.DECLARATION OF RESPONSIBLE CHARGEI HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK,OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN.SHORING DESIGN GROUP7727 CAMINITO LILIANASAN DIEGO, CA 92129BY: ___________________________________________ ________________ ROY P. REED RCE No. 80503, EXPIRES 3/31/23 DATE SOURCE OF TOPOGRAPHY:TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY METHODS FROM INFORMATION GATHERED ON 8-5-21 BY R.J. LUNG. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.PROJECT LOCATION:THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 212-040-5600 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1988 E 6237SHORING PLANS FOR:AVIARA APARTMENTS EASTINDEX OF SHEETSSHEET 1:TITLE, NOTES & LEGENDSHEET 2: NOTESSHEET 3: OVERALL SITE PLANSHEET 4: PLAN & ELEVATIONSHEET 5: DETAILS & SECTIONSSHEET 6: DETAILS & SECTIONSSHEET 7: NOTES & INSEPCTIONSLEGAL DESCRIPTIONLOT 4 OF MAP 16521, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.REFERENCE DRAWINGSDWG. 345-9, 432-2, 535-1, 535-1B, 535-1PDEVELOPERBRIDGE HOUSING CORP.4142 ADAMS AVE., SUITE 103-627SAN DIEGO, CA 92116(619) 814-1281ATTN: JEFF WILLIAMSBENCH MARKDESCRIPTION: MONUMENT CLSB-053LOCATION: SET 2.5" DISK IN NW CORNER OF VAULT ON THE W. SIDE OF HIDDEN VALLEY RD. 0.1 MI. SOUTH OF PALOMAR AIRPORT RD.RECORDED FROM: ROS 17271ELEVATION: 82.744DATUM: NGVD 29PROJECT ADDRESS6145 LAUREL TREE LANECARLSBAD, CA 92011WORK TO BE DONETHE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWINGDOCUMENTS, CURRENT AT THE TIME OFCONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.1. CARLSBAD MUNICIPAL CODE2. CITY OF CARLSBAD ENGINEERING STANDARDS3. THIS SET OF PLANS4. RESOLUTION NO. 7399 DATED 12-16-20205. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).6. SOILS REPORT AND RECOMMENDATIONS BY GROUP DELTA DATED APRIL 14TH, 20227. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A .9. ENVIRONMENTAL APPROVAL DOCUMENT RESOLUTION NO. 7398 DATED 12-16-2020 FOR EIR 2018-0001 AND ASSOCIATED MMRP.10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY H&A DATED 8-16-2022 WDID NO. 9 37C39924211. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY H&A DATED 8-16-202212. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL.SYMBOLDESCRIPTIONDRAWING NO.QUANTITYLEGENDSITEPROJECT00BASIS OF BEARINGS:THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM ZONE 6, NAD83 1991.35 EPOCH, AS DETERMINED LOCALLY BY A LINE BETWEEN STATION CLSB-64 AND CLSB-63 AS SAID COORDINATES ARE PUBLISHED IN RECORD OF SURVEY 17271 AND ARE PART OF THE CITY OF CARLSBAD HORIZONTAL CONTROL NETWORK. I.E. N02°17'35"W.DISTURBED AND IMPERVIOUS AREA:TOTAL LOT AREA= 1.49 ACTOTAL DISTURBED AREA= 0.35 AC(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS, AND SLOPE KEYWAYS)TOTAL REPLACED IMPREVIOUS AREA= 0 SFTOTAL PROPOSED IMPERVIOUS AREA= 0 SFR:\1718\&Eng\Shoring Plans\1718SHORING-01.dwg[]Dec-08-2022:10:55REVIEWED BY:DATEINSPECTORDATE"AS BUILT"ENGINEERING DEPARTMENTRCEEXP.EXISTING CONTOUR......................................................................................................RIGHT OF WAY............................................................................................................................................TEMPORARY SHORING......................PER PER DETS. SHT. 5-7.........................PERMANENT SHORING W/.................PER PER DETS. SHT. 5-7.........................SHOTCRETE WALL FACING (REFER TO LS PLAN SHT LC-01 FOR FINISH).....553 SF416 SF17821782ABANDONMENT NOTESPARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADINGPERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROLMEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:1) PERMANENTLY STABILIZE ALL SLOPES (>5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDEREDADEQUATE.2) PERMANENTLY STABILIZE FLAT AREAS (≤5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE,NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OFPERMEABLE COVER (E.G., GRAVEL) ISCONSIDERED ADEQUATE.3) RESTRICT ACCESS TO SITE - COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCINGTYPE.4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING AREPROHIBITED.5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITYOF CARLSBAD POLICE DEPARTMENT.6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER ISRESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTIONORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, ANDREMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED INTHE FUTURE.PROPOSED RETAINING WALL ...............................PER DWG 535-1B................SOLDIER BEAM COUNT1003/31/2412/8/22SOILS ENGINEER'S CERTIFICATEI, JAMES C. SANDERS, A REGISTERED CIVIL/GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON OCTOBER 24, 2022. TWO COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.SIGNED: ______________________________ DATE: _______________Charles Robin (Rob) Stroop) G.E. 2298DISCIPLINE: ENGINEERING GEOLOGIST EXPIRATION DATE: 3/31/2412/8/22OWNER'S CERTIFICATE:I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVE-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE REGULATED SWPPP, I ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCRDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION.JEFF WILLIAMS DATEBRIDGE HOUSING CORP. 12/8/22~ VICINITY MAP CITY OF OCEANSIDE HIGHWAY, 78 ' . CITY OF ENCINITAS~,,~ -STRUCTURAL (POST-CONSTRUCTION) BllP TABLE STORM WATER REQUIREMENTS THAT APPLY: n STANDARD STORMWATER REQUIREMENTS 0 PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION PROPRIETARY MODULAR WETLANDS BIOFILTRA TION BF -1 PROPRIETARY MODULAR WETLANDS BIOFIL TRA TION BF -2 UNDERGROUND STORM TRAP DETENTION BASIN UDB-1 UNDERGROUND DETENTION BASIN TRASH CAPTUR! SCREEN STORM TRAP UDB-2 ADS PIPE CONNECTOR 011NERSHIP PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE EXEMPT FROM TRASH CAPTURE? n YES 0 NO llAINTENANCE AGREEMENT YES YES YES YES YES EXEMPT FROM HYDROMODIFICA TION? n YES 0 NO SHEET NO. 8 & 12 DWG 535-18 9 & 12 DWG 535-18 8 & 13-16 DWG 535-18 9 & 17-20 DWG 535-18 6, 8 & 9 DWG 535-18 MAINTENANCE FREQUENCY SEM/-ANNUALL Y SEMI-ANNUALLY SEMI-ANNUALLY SEMI-ANNUALLY QUARTERLY ----0 1--+--+-----------+--+--+----t------tLLII CITY OF CARLSBAD II~ /1\ DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: A VIARA APARTMENTS -EAST (SHORING PLAN) 6145 LAUREL TREE ROAD GR 2022-0045 TITLE s~~,-s~~~Esci LEGEND APPROVED: ENGINEERING MANAGER DWN BY:~~~ CHKD BY: TC RVWD BY: TC JASON S. GELDERT RCE 63912 EXPIRES 9/30/24 PROJECT NO. CT2018-0002 DATE DRAWING NO. 535-1C STRUCTURAL (POST-CONSTRUCTION) BMP TABLE (SEE DWG. 535-1B, GR 2022-0017)DocuSign Envelope ID: C7659802-C149-4074-AA15-C903AA6EC4001/31/2023
R:\1718\&Eng\Shoring Plans\1718SHORING-02.dwg[]Dec-07-2022:15:27REVIEWED BY:DATEINSPECTORDATE"AS BUILT"ENGINEERING DEPARTMENTRCEEXP.TEMPORARY EROSION CONTROL PLANTING AND IRRIGATIONALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BEINSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARDSPECIFICATIONS AND THE FOLLOWING:A. HYDROSEEDING SHALL BE APPLIED TO:1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONSEXIST:a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC.c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWINGCRITERIA:1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM.3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:1. SEED MIX SHALL CONSIST OF NO LESS THAN:a. 20 lbs. PER ACRE OF ROSE CLOVERb. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)f. 1/2 lb. PER ACRE OF DIMORPHOLECAg. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, ORPRINTED ON SAID CONTAINERS.j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED.b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED.EROSION CONTRAL NOTES1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF WILLIAMS AT (619) 814-1281.2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA.l--+----+------------+---+--1-_JL-_J~II CITY OF CARLSBAD II~ l-----t--+---------------l-------l----1-----1-----l GRADING PLANS FOR: A VIARA APARTMENTS -EAST (SHORING PLAN) 6145 LAUREL TREE ROAD 1-----t--+---------------l-------l----1-----1-----l GR 2022 0045 CAiLJfEAJ', CA APPROVED: JASON S. GELDERT t---t--+-~--------------1------1----l----1----l '-=EN~Gl~N':'EE~R~ING:::::::MA::N:::':AG::E:::R:;-;=R:::CE::::6:::3:::91:::2:::::::E:::XP::IR=:ES::::9:::'/:::::30::,/::::2~4=:::::::DA:::TE:::::::~ /1\ '" t-Da-:AcaTE=--+"""1N""llla-:Ac--L-t-'"....._--------------l------l----l----l----l DWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL T,,., f-O-TH_E_R-AP.J...P_RO_V_AL-+-c-1TY=-A..J.PP-'-R"'av"""A=-L-1 ~~~g ~~~ Tl: CT2018-0002 535-1 C ENGINEER OF WORK REVISION DESCRIPTION DocuSign Envelope ID: C7659802-C149-4074-AA15-C903AA6EC4001/31/2023
S
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ROY P. REED R.C.E. 80503 EXP. 3-31-2023 DATE
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
R IOFT AA NILFOEAT
S
C NGNLANOFOP
II
RR SS
EEE
E
DERETSIGERD
EREP.OR
Exp.
C 80503
3/31/23
LIVIC
Y
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH/EXCAVATION PERMIT NO._ _ _ _ _ _ _ _ _ _ _ _
Know what's below.
before you dig.Call
R
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
GENERAL CONTRACTOR SHALL DE-WATER THE PROPOSED
SHORED EXCAVATION, IN THE EVENT OF ENCOUNTERED
GROUND WATER TABLE, ACCORDING TO GEOTECHNICAL
SPECIFICATIONS.AVIARA PARKWAYLAUREL
T
R
E
E
L
A
N
E
RIGHT-OF-WAY
RIGHT-OF-WAY
RIGHT-OF-WAY
1
5
10
14
PROPOSED AVIARA APARTMENTS
PER DRAWING 535-1B
~
PROPERTY LINE
PROPOSED SHORING
(SEE SHEET SH4, TYP.)
DESIGN CRITERIA
1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED
IN THE FOLLOWING GEOTECHNICAL REPORTS:
A. REPORT OF GEOTECHNICAL INVESTIGATION
GEOTECHNICAL REPORT/PROJECT NUMBER: SD722
AVIARA APARTMENTS - EAST PARCEL
6145 LAUREL TREE LANE
CARLSBAD, CALIFORNIA
PREPARED BY: GROUP DELTA, DATED 10-24-22
2. SOIL DESIGN PRESSURES
A. PASSIVE PRESSURE = 350PSF/FT (TEMPORARY CONDITION)
B. PASSIVE PRESSURE = 250PSF/FT (PERMANENT CONDITION)
C. LATERAL EARTH PRESSURE = 45PSF/FT (LEVEL)
D. LATERAL EARTH PRESSURE = 60PSF/FT (2-1 SLOPE)
E. LATERAL EARTH PRESSURE = 45PSF/FT + 45PSF/FTxHslope (1-1 SLOPE)
F. MINIMUM SURCHARGE = 72PSF (UNIFORM)
G. SEISMIC SURCHARGE = 15PSF/FT
PROPOSED STORM DRAIN
(TO BE INSTALLED PRIOR
TO SHORING INSTALLATION)
TEMPORARY 1-1 SLOPE FOR PLAN 535-1C.
(ANALYSIS OF TEMPORARY SLOPE
STABILITY BY GEOTECHNICAL ENGINEER)
LOT LINE
LOT 4
TEMPORARY 1-1 SLOPE FOR PLAN 535-1C.
(ANALYSIS OF TEMPORARY SLOPE
STABILITY BY GEOTECHNICAL ENGINEER)
98,5 X
I
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I
I
I
I
I
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I
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SHORING DESIGN GROUP
0 10 20 40 60
GRAPHIC SCALE: 1 " 20·
90
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
\
' ' ' '
l--+---+------------+---+---+---+-----1~11 CITY OF CARLSBAD II~
1
DATE INITIAL DATE INlllAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
A VIARA AP ARTMEN'J;~v\ -EAST (SHORING P-,,
6145 LAUREL TREE ROAD
GR 2022-0045 ov1:~~liB~Rt ctLAN
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE
DWN BY:
CH KD BY:~
RVWD BY:~
PROJECT NO.
CT2018-0002
DRAWING NO.
535-1C
DocuSign Envelope ID: C7659802-C149-4074-AA15-C903AA6EC400
1/31/2023
100.00'
90.00'
110.00'WALL BENDSB#2
SB#3 SB#4 SB#5
SB#6 SB#7
SB#8 SB#9 SB#10
SB#11 SB#12
SB#1
SB#13
SB#14BENDBEND 100.00'
90.00'
110.00'
B.O.W. = 92.50'
104'-0"
FINISH SURFACE
5 SPACES @ 8'-0" O.C. = 40'-0"7 SPACES @ 8'-0" O.C. = 56'-0"8'-0"
PERMANENT SHORING WALLTEMPORARY SHORING WALL TEMPORARY
SHORING
EXISTING GRADE WALL BENDWALL BENDWALL BENDWALL BENDWALL BEND~98.33'
99.24'
T.O.W. = 97.50'
102.10'
B.O.S.
97.00'
B.O.S.
107.10'
T.O.S.
106.40'
T.O.S.
106.40'
T.O.S.
105.70'
T.O.S.
B.O.W.=
92.50'
B.O.W.=
93.50'
B.O.W.=
94.50'
B.O.W.=
96.50'
B.O.W.=
96.50'1
SH7
TEMPORARY 1-1 SLOPE FOR PLAN 535-1C.
(ANALYSIS OF TEMPORARY SLOPE
STABILITY BY GEOTECHNICAL ENGINEER)~8" THICK SHOTCRETE FACE IN
FRONT OF 3x12 DF#2 PRESSURE
TREATED LAGGING (SEE 2/SH6)
"H"
"D"
~T.O.W.=
102.50'
T.O.W.=
103.50'
T.O.W.=
104.50'
T.O.W.=
106.50'T.O.W.=
105.50'
T.O.W.=
105.50'
2'-0"
OVERX
3
SH5
TOP OF
SIDEWALK
FINISH
GRADE
PROPOSED CMU WALL
FOOTING PER DWG 535-1B
GROUND WATER
ELEV. = 80.00'
TEMPORARY 1-1 SLOPE FOR PLAN 535-1C.
(ANALYSIS OF TEMPORARY SLOPE
STABILITY BY GEOTECHNICAL ENGINEER)FFFFF1/11/2023
ROY P. REED R.C.E. 80503 EXP. 3-31-2023 DATE
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
R IOFT AA NILFOEAT
S
C NGNLANOFOP
II
RR SS
EEE
E
DERETSIGERD
EREP.OR
Exp.
C 80503
3/31/23
LIVIC
Y
PROFILE VIEW LOOKING SOUTH
SCALE: 1" = 8'
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
1
10
5
14
1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH7 FOR SHORING ATTRIBUTES.
2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.
3. PERMANENT SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES,
AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE
HORIZONTAL CONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS.
REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
LEGEND:
T.O.W. = TOP OF LAGGING WALL
B.O.W. = BOTTOM OF LAGGING WALL
AVIARA
PARKWAY
LAUR
E
L
T
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L
A
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RIGHT-OF-WAY
PROPERTY RIGHT-OF-WAY
PROPOSED PERMANENT SOLDIER
BEAM & SHOTCRETE SHORING
(SB# 8-13, SEE DETAIL 4/SH6)
CURB
6
SH5
PROPOSED CMU WALL
(PER DWG 535-1B)
EXISTING CURB
START EXISTING
SIDEWALK
EXISTING SIDEWALK
(E) TRAFFIC LIGHT
1SH63SH69'-0
"
10'-0"
1'-0"
RIGHT-OF-WAY
9'-11"(VARIE
S)
4'-5"
1'-0" (TY
P
.
)
TOP OF SLOPE
TOP OF SLOPE
7
SH5
2
SH5
2
SH6
PROPOSED AVIARA APARTMENTS
PER DRAWING 535-1B
DESIGNATES 3x12 DF#2
PRESSURE TREATED LAGGING
8" THICK SHOTCRETE FACE IN
FRONT OF 3x12 DF#2 LAGGING
(SEE DETAIL 2/SH5)
T.O.S. = TOP OF SHOTCRETE FACE
T.O.S. = BOTTOM OF SHOTCRETE FACE
1
SH7
1
SH5
4SH513'-8
"
TEMPORARY 1-1 SLOPE FOR PLAN 535-1C.
(ANALYSIS OF TEMPORARY SLOPE
STABILITY BY GEOTECHNICAL ENGINEER)
PROPOSED CMU WALL
(PER DWG 535-1B)BEAM #1 BEGINTEMPORARY SHORINGBEAM #8 END TEMPORARYBEGIN PERMANENT SHORINGBEAM #1
3
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PROPOSED CMU WALL
(PER DWG 535-1B)
PROPOSED STORM DRAIN
(TO BE INSTALLED PRIOR
TO SHORING INSTALLATION)
SOLDIER BEAM SUBDRAIN
(3" PVC SCH. 40)
CONNECT SUBDRAIN TO CATCH
BASIN PER DWG 535-1B)
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PLANS FOR:
AVIARA APARTMENTS -EAST (SHORING PW)
6145 LAUREL TREE ROAD
30
8'
CARLSBAD CA
1----l------+------------------l------ll-----l-----l-------l ;=G:::::R:::::2::::D=2=2=-=00=4=5====P=L=AN~&~E~L~EV=A==TI=O::::N::======~
APPROVED: JASON S. GELDERT
t---t---+r.e----------------t-----11----+--+---I ;::'EN:::'G:::IN':'EE::R::IN::::G :::M:::AN:::A::GE::R::::;-;R:::C=:E:::6::39:::1:=2::::::::EX::P:::IR':'ES:::9=::3:':0'::::2::;4::::::::::::D:::':ATE:::::::=~
I D~B~ OATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
CHKD BY: __,_..,.___
RVWD BY: T(
PROJECT NO.
CT2018-0002
DRAWING NO.
535-1C
DocuSign Envelope ID: C7659802-C149-4074-AA15-C903AA6EC400
1/31/2023
VARIES (SEE PLAN)
90.00'
100.00'
TEMPORARY EXCAVATION ALONG LAUREL TREE LANE
N.T.S.
NOTES: 1. POTHOLE/FIELD VERIFY ALL EXISTING & PROPOSED UTILITIES PRIOR TO EXCAVATION.
2. FOR REFERENCE ONLY. TEMPORARY 1-1 SLOPE STABILITY ANALYSIS BY GEOTECHNICAL ENGINEER.
5'-0"7'-0"10'-0"12'-0"
110.00'
RW
NEW RIGHT-OF-WAY
PROPOSED WALL
1
1
FINISH
GRADE
(E) FENCE
(E) BERM LAUREL TREEEASEMENT96.20'
2'-0"
90.00'
100.00'
110.00'
A-B-C SLOT CUT
(AS NEEDED)
TEMPORARY
1-1 SLOPE
90.00'
100.00'
TEMPORARY EXCAVATION ALONG AVIARA PARKWAY
N.T.S.
9'-6"2'-9"
110.00'
PROPOSED WALL
1
1
FINISH
GRADE
(E) SIDEWALK
96.90' TF
2'-0"90.00'
100.00'
110.00'
TEMPORARY
1-1 SLOPE
RW
(E) FENCE
(P) 18" RCP STORM DRAIN
FL 87.25 ±
97.87' FS
EXISTING GRADE
B.O.W
(T.O.W., SEE ELEVATION)
"H"
"D"
Dshaft
TIMBER LAGGING (SEE
ELEVATION FOR SIZE)
1.5 SACK SLURRY (MINIMUM)
BACKFILL (T.O.W. TO B.O.W)
2,500 PSI CONCRETE BACKFILL
(B.O.W TO PILE TIP)
TEMPORARY CANTILEVERED SOLDIER BEAM (SB#1-7, 14)
N.T.S.
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH7 FOR SOLDIER BEAM ATTRIBUTES.
SOLDIER BEAM, TYPICAL
(SEE SCHEDULE FOR SIZE)
SOLDIER BEAM PLAN DETAIL (TYPICAL)
N.T.S.
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
SEE ELEVATION FOR SPACING
FILL VOIDS BEHIND LAGGING WITH
COMPACTED SOIL OR LEAN CONCRETE
SOLDIER BEAM
20d COMMON NAIL FOR LAGGING
INSTALLATION (TYP., AS REQ'D)
1.5" (MIN.)
BEARING
TIMBER LAGGING
(SEE ELEVATIONS)
44"
2"
21"
21"
CAL-OSHA GUARDRAIL DETAIL
N.T.S.
L3x3x1/4 ANGLE IRON ATOP
EACH SOLDIER BEAM MEMBER
SOLDIER BEAM, TYP.
(SEE SCHEDULE)
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
EACH BEAM1/4"
3/8-inch Ø WIRE ROPE
ALONG ENTIRE SHORING
PERIMETER (TYP.)
L=6"
42" (MIN.)
SAFETY CABLE RAILING, PER
CAL-OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 5/SH5)
1
SH5
2
SH5
5
SH5
3
SH5
TIMBER LAGGING DIAGONAL SUPPORT DETAIL (AS REQ'D)
N.T.S.
20d COMMON NAIL FOR LAGGING
INSTALLATION (4 PER BOARD)
TIMBER LAGGING
(SEE ELEVATION)
2" (MIN.)
BEARING
SOLDIER BEAMSH5
4
SH5
6
SH5
OUTSIDE CORNER DETAIL (AT BENDS)
N.T.S.
SOLDIER BEAM
TIMBER LAGGING
(SEE ELEVATION)
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
2" (MIN.)
BEARING
SHIM (AS REQ'D)
7
SH5
1.25" CONTROL JOINT
WITH SEALANT
1"
VERTICAL & HORIZONTAL
WALL REINFORCEMENT
CONTRACTION JOINT IN SHOTCRETE
APPLY @ 16'-0" INTERVALS
FOR REFERENCE ONLY: SHOTCRETE WALL CONTRACTOR SHALL SUBMIT
SHOP DRAWINGS DETAILING CONTRACTION JOINTS & WALL LOCATIONS.
NOTES: 1. POTHOLE/FIELD VERIFY ALL EXISTING & PROPOSED UTILITIES PRIOR TO EXCAVATION.
2. FOR REFERENCE ONLY. TEMPORARY 1-1 SLOPE STABILITY ANALYSIS BY GEOTECHNICAL ENGINEER.
PL
FUTURE WALL PER
DWG 535-1B
EXISTING GRADE
2'-9" (SEE PLAN)
BOTTOM OF
EXCAVATION
1/11/2023
ROY P. REED R.C.E. 80503 EXP. 3-31-2023 DATE
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
R IOFT AA NILFOEAT
S
C NGNLANOFOP
II
RR SS
EEE
E
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EREP.OR
Exp.
C 80503
3/31/23
LIVIC
Y
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
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i---t---+-------------1---1-----l--_j___J ~I I CITY OF CARLSBAD I I~
t---+--+--------------1---1--~l-----L-_J GRADING PLANS FOR: AVIARA APARTMENTS -EAST (SHORING PW)
6145 LAUREL TREE ROAD
CARLSBAD CA t---+--+--------------1---1---1-----L-_J GR 2022-0045 DETAILS & SECTIONS
APPROVED: JASON S. GELDERT
t------t---t-z1r----------------jl----+---1---1---1 ~EN;;Gl;:NE:;ER°;IN::::G :::MA:::NA:::G:::ER:::;-;:R:::CE:::::6=:39=:1~2 =:E:=XP:::IR=:ES:::'9~3~0~2~4;::=:::!D~A~TE=:::!
r-----,D:;.:A-;;:TE,-+;l;:;;Nl~TlA;;--L-t-'-'..._-----------~l--DA-TE-i--1N-lll-AL-l--□A-TE-i--1 N-lll-AL_J DWN BY: ~~ PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION f-O-TH-ER_A_,P_PR-□v""'AL=-1--..:..cc..:.,TY=-A-'Pc..::PR.::..:ov.::..:A::....iL 2~~ ~~; =±t:::= CT2018-0002 535-1 C
DocuSign Envelope ID: C7659802-C149-4074-AA15-C903AA6EC400
1/31/2023
FINISH GRADE
(VARIES, SEE PLAN)
1.5 SACK SLURRY SHAFT BACKFILL
(FROM T.O.W. TO B.O.W.)
"H"
Dshaft
4,000 PSI CONCRETE SHAFT BACKFILL
(FROM BOTTOM OF WALL TO PILE TIP)
1
SH6
PERMANENT CANTILEVERED SOLDIER BEAM (SB#8-13)
N.T.S.
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. SEE SOLDIER BEAM SCHEDULE ON SH7 FOR VARIABLES "H" & "D".
T.O.S. ELEVATION
SEE PROFILE VIEW
RECESSED TIMBER LAGGING
(SEE DETAIL 2/SH6 &
ELEVATION FOR SIZE)
FINISHED SURFACE ELEVATION
SEE DWG 535-1B
"D"
PERMANENT SHOTCRETE
FACE (SEE DETAILS 4/SH6)
T.O.B. ELEVATION
6" BELOW GRADE
EPOXY PAINT BACK FLANGE & 3"
INTO EMBEDDED BEAM WEB
ALONG HEIGHT "H" + 2'-0"~6"± (TYP.)
SEE
PLAN
B.O.S. ELEVATION
SEE PROFILE
4
SH6
SHOTCRETE TO MATCH
ADJACENT RETAINING
WALL WITH SOURDOUGH
MW COLOR AND FINISH.
PL
VAIRES
(SEE PLAN)
EXISTING WALL
PERMANENTLY ENCASED SOLDIER BEAM PLAN DETAIL (SB#8-13)
N.T.S.
BURN HOLES THROUGH STEEL
SHORING FOR #5 HORIZONTAL
BARS (1" MAX., TYPICAL)
SEE ELEVATION FOR SPACING
3/16"
EPOXY PAINT BACK
FLANGE & 3" INTO
EMBEDDED WEB (TYP.)
#5 GRADE 60 BARS AT 12"
(HORIZONTAL & VERTICAL)
WITH W4.0xW4.0 - 6x6 GRID
ATTACHED BETWEEN BEAMS)
EQ.
EQ.8"
FILL VOIDS BEHIND LAGGING
WITH COMPACTED SOIL ACCORDING TO THE
ONSITE GEOTECHNICAL ENGINEER
2" COVER
2
SH6
3/16"
L 1/4" x 3" x 3"
ANGLE IRONS
(EPOXY COATED)
1"± DRAINAGE BOARD
EPOXY PAINT BACK
FLANGE & 3" INTO
EMBEDDED WEB (TYP.)
8" SHOTCRETE FACE
6"
2"3"
TIMBER LAGGING
MIRADRAIN DRAINAGE BOARD
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.
2. FIELD TOUCH UP ALL EPOXY SURFACES (AS NEEDED) PRIOR TO SHOTCRETE FACE.
4. SEE SOLDIER BEAM SCHEDULE ON SH7 FOR VARIABLES "H" & "D".
SITE ADDRESS: AVIARA APARTMENTS, CARLSBAD, CALIFORNIA PROJECT # 22164
BASED ON THE PROJECT SCOPE, PLEASE IDENTIFY THE ELEMENTS AND/OR CONNECTIONS THAT
REQUIRE STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL OR STAGE OF CONSTRUCTION.
TO BE COMPLETED BY THE DESIGN ENGINEER INCLUDED ON CONSTRUCTION DOCUMENTS
TYPE STRUCTURAL ELEMENTS AND/OR
CONNECTION TO BE OBSERVED STAGE OF CONSTRUCTION
STRUCTURAL OBSERVATIONS
FOUNDATIONSWALL FACINGSFOOTINGS, SLAB FOUNDATION, ANCHORS
MAT FOUNDATION, PRE-STRESED CONC.
CAISSON, PILE, GRADE BEAM
OTHER
SHOTCRETE
MASONRY
SHOTCRETE & MASONRY JOINTS
OTHER
FINAL OBSERVATION & REPORT
PILE LAYOUT PRIOR TO DRILLING
REBAR PLACEMENT PRIOR TO SHOTCRETE
1. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE REQUIRED INSPECTION BY
THE CITY OF CARLSBAD.
2. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATION
SITE VISITS, AND TO ISSUE ALL STRUCTURAL OBSERVATION REPORTS.
3. THE STRUCTURAL OBSERVER SHALL SUBMIT A WRITTEN STATEMENT TO INSPECTION SERVICES THAT THE
SITE VISITS HAVE BEEN MADE AND IDENTIFYING AND REPORTED DEFICIENCIES THAT TO THE BEST OF THE
STRUCTURAL OBSERVE'S KNOWLEDGE HAVE NOT BEEN RESOLVED. THE STRUCTURE WILL NOT BE IN
COMPLIANCE UNTIL THE REGISTERED PROFESSIONAL HAS NOTIFIED INSPECTION SERVICES IN WRITING,
THAT ALL DEFICIENCIES ARE RESOLVED.
JOINT PLACEMENT PRIOR TO SHOTCRETE
4
SH6
PERMANENT SOLDIER BEAM DRAINAGE (SB#8-13)
N.T.S.
NOTES: 1. FIELD TOUCH UP ALL EPOXY SURFACES (AS NEEDED) PRIOR TO SHOTCRETE FACE.
2. SEE SOLDIER BEAM SCHEDULE ON SH7 FOR SOLDIER BEAM ATTRIBUTES.
EQ.
8"
#5 GRADE 60 HORIZONTAL
BARS AT 12" O.C. (TYP.)
48" WIDE, MIRADRAIN 6000 DRAINAGE
BOARD STRIPS, CENTERED BETWEEN
SOLDIER BEAMS VERTICALLY WITH 24"
WIDE HORIZONTAL STRIPS CENTERED
ABOUT WEEP HOLES.
3" CLR. (TYP.)
12"
MIN
FACE LAG BELOW BOTTOM OF
SHOTCRETE (B.O.S.) ELEVATION
WHERE APPLICABLE
1.5 SACK SLURRY
SHAFT BACKFILL
EQ.
#5 GRADE 60 VERTICAL
BARS AT 12" O.C. (TYP.)TIMBER LAGGING
(SEE ELEVATION)
8" THICK PERMANENT SHOTCRETE
FACE (SOURDOUGH MW W/
MATCHING BLOCK WALL FINISH)
PERMANENT SOLDIER BEAM
(SEE SCHEDULE FOR SIZE)
N.T.S.
SH6
3
SH6
NOTES: 1. POTHOLE/FIELD VERIFY ALL EXISTING & PROPOSED UTILITIES PRIOR TO SHORING INSTALLATION.
2. SLOT CUT OVER-EXCAVATION IN A-B-C SEQUENCE ACCORDING TO GEOTECHNICAL ENGINEER.
PROPOSED WALL
PERMANENT SHORING SECTION ALONG AVIARA PARKWAY
90.00'
100.00'
110.00'(E) GRADE
BOTTOM OF
EXCAVATION
SOLDIER BEAM
(SEE SCHEDULE)
12" MIN.
(BELOW)
"H"
"D"
RIGHT-OF-WAY
1'-6"AVIARAPARKWAY51'-4" (VARIES)
(E) FENCE
90.00'
100.00'
110.00'(E) CURB
10'-0"
VARIES
FINISH GRADE
(VARIES, SEE CIVIL GRADING PLAN)
0"
DRAIN GRATE & 3"
SUBDRAIN (MID-BAY,
SEE DETAIL 4/SH6)
2%
FINISH GRADE
(PER CIVIL DWG.)
W4.0xW4.0 - 6x6 GRID
(ATTACHED BETWEEN BEAMS)
3"Ø PVC SCH.40 PIPE
CONNECTED TO 3"Ø SCH. 40
SUBDRAIN PIPE (MID-BAY)
24" (MIN)
2" STEEL TUBE POSTS AT 8'-0"
O.C. EMBEDDED 18" INTO
SHOTCRETE FACE (BY OTHERS)
42"
SET TOP OF SOLDIER BEAM 6"
BELOW FINISH GRADE (TYPICAL)
12"±
EPOXY PAINT BACK FLANGE & 3"
INTO EMBEDDED BEAM WEB
ALONG HEIGHT "H" + 2'-0"
EXISTING GRADE
3"Ø PVC SCH. 40
SUBDRAIN
1/11/2023
ROY P. REED R.C.E. 80503 EXP. 3-31-2023 DATE
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
R IOFT AA NILFOEAT
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C NGNLANOFOP
II
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EEE
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DERETSIGERD
EREP.OR
Exp.
C 80503
3/31/23
LIVIC
Y
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
I
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i----t---+-------------1-----1----l---__j___J LLI I CITY OF CARLSBAD I I~
t--+--+--------------1-----l----1---l--_J GRADING PLANS FOR: AVIARA APARTMENTS -EAST (SHORING PW)
6145 LAUREL TREE ROAD
CARLSBAD,__ CA
t--+--+--------------1-----l---l-----l--_J ~GR~20~2~2-~0~04~5======'=D~ET~A~IL:,~=====~
t--+--+--------------1-----l---l-----l--_J APPROVED: JASON S. GELDERT
t---t---t-z.i1:--------------+----l----+----l----1 ~EN;;GIN';=EE~Rl;=NG:::::M:::AN:::AG:::ER:::;-;=RC=:E:::::63::::91~2::::E:::XP=:IRE:::S~9 ~30~24;:::=:::!'D~ATE~::::!
r------,;D;-;-;ATE~-;-;;IN;-:;;-ITlA;-;--L-f-'-'-..__ __________ --1-D-ATE-1-IN-ITl-AL--1-D-ATE-1-IN-ITl-AL_J DWN BY: ~~ PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION 1-0-TH-ER-A-'-PPR-□V-AL=--i-=c,'-"TY'-AP_,_Pc..::.Ro:..::.:vA::....iL 2~~g ~~~ =tt= CT2018-0002 535-1 C
DocuSign Envelope ID: C7659802-C149-4074-AA15-C903AA6EC400
1/31/2023
SH7 GENERAL NOTES
1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2019 CALIFORNIA BUILDING CODE.
2. PERMANENT SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF
CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA).
3. HEAVY LOADS SUCH AS CRANES OR CONCRETE TRUCKS IS PROHIBITED WITHIN 10 FEET OF THE TOP OF EXCAVATION
EXCEPT WHERE THE SHORING DESIGN PROVIDES FOR THE PROPOSED STRUCTURE.
4. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION.
5. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY
ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION.
6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING & NOTIFICATIONS.
7. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR.
8. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
9. PERMANENT SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES, AS
PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL
CONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY
VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
10. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION
AND THE INSTALLATION OF SHORING.
11. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE
IMPROVEMENTS PRIOR TO INSTALLATION.
12. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER
THE TOP OF SHORING BULKHEAD.
13. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF
THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION.
14. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING
ENGINEER.
15. SEE CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS & DRAINAGE. ADDITIONALLY, THE ARCHITECT SHALL APPROVE THE
TOP OF WALL ELEVATIONS SHOWN PER PLAN, PRIOR TO FABRICATION.
16. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE
JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON
THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH
CONSTRUCTION.
17. ALL SOIL BACKFILL & COMPACTION SHALL BE OBSERVED & PERFORMED TO THE REQUIREMENTS OF THE GEOTECHNICAL
ENGINEER OF RECORD.
STATEMENT OF SPECIAL INSPECTIONS
SOLDIER BEAM SCHEDULE
3/8"
BACKUP ROD &
CAULKING
1/2"
8" THICK SHOTCRETE
FACE (END OF WALL)
PROPOSED CMU
WALL (START)
DETAIL OF CONSTRUCTION JOINT BETWEEN WALLS.
N.T.S.
1
SH7
CONSTRUCTION JOINT AT ADJOINING WALLS
SHORING INSTALLATION PROCEDURE
1. FIELD SURVEY DRILL HOLES & SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS & DATA SHOWN OR AS APPROVED BY
THE SHORING ENGINEER.
2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL
BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER.
3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS & SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR
OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE.
4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS.
5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 5'-0" OR AS OTHERWISE AUTHORIZED
BY THE GEOTECHNICAL ENGINEER.
6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN.
7. REPEAT STEPS 5-6 UNTIL BOTTOM OF EXCAVATION IS REACHED.
8. FOR PERMANENT SHORING INSTALL DRAINAGE MAT AND REBAR (TOUCH UP WITH EPOXY AS NEEDED), THEN INSTALL
SHOTCRETE FACING ACCORDING TO PLAN.
MONITORING
1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE
GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED
APPROPRIATE.
2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING
PHOTOGRAPHS & VIDEO OF THE EXISTING SITE CONDITIONS.
3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1-INCH ADJACENT TO THE EXISTING
RESIDENCE AND 1-INCH ELSEWHERE. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL
MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES
SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS
NECESSARY).
4. LONG TERM MONITORING SHALL BE PERFORMED ANNUALLY UPON THE COMPLETION OF THE
PERMANENT WALL (I.E., SURVEY MONUMENTS, VISUAL INSPECTIONS) AND PERFORMED BY
UNDER THE DIRECTION OF A LICENSED CIVIL ENGINEER, RETAINED BY THE OWNER
MATERIAL SPECIFICATIONS
STRUCTURAL STEEL
1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM
A-992 (GRADE 50).
2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE
50) OR ASTM A-992.
3. SHOTCRETE REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 (GRADE 60).
STRUCTURAL & LEAN CONCRETE
A. STRUCTURAL CONCRETE:
1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 4,000PSI AT 28-DAYS, W/C = 0.45. CONCRETE PLACED BELOW GROUNDWATER,
SHALL HAVE A COMPRESSIVE STRENGTH 1,000PSI GREATER THAN THE MINIMUM SPECIFIED.
2. STRUCTURAL CONCRETE (FOR TEMPORARY SOLDIER PILES) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,500 PSI AT 28-DAYS. CONCRETE PLACED BELOW GROUNDWATER, SHALL HAVE A
COMPRESSIVE STRENGTH 1,000 PSI GREATER THAN THE MINIMUM SPECIFIED.
3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH ACI-318 & 2019 CBC TO MEET THE FOLLOWING:
A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33.
B. TYPE II/V NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150.
C. SLUMP FOR WET 6"-8" & 4"-6" FOR DRY HOLES.
4. SHOTCRETE: SHALL BE PLACED ACCORDING TO ACI 306 & HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 4,000PSI @ 28-DAYS (TYPE II/V CEMENT). WHEN REQUIRED BY THE BUILDING
OFFICIAL, A TEST PANEL SHALL BE SHOT, CURED, CORED OR SAWN, EXAMINED AND TESTED PRIOR
TO COMMENCEMENT OF PROJECT IN ACCORDANCE WITH CBC SECTION 1913.5. ALL CONSTRUCTION
AND EXPANSION JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ACI 224.
B. LEAN CONCRETE (SLURRY)
1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACK TYPE II CEMENT PER CUBIC YARD.
TIMBER
1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER.
2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A.
WELDING
1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR
CONTIUOUS WIRE FEED.
2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING.
GEOCOMPOSITE DRAINAGE BOARDS
1. GEOCOMPOSITE DRAINAGE BOARD SHALL BE MIRADRAIN 6000 BY MIRADRI (OR APPROVED EQUIVALENT)
CORROSION PROTECTION
1. EPOXY COATING: SOLDIER BEAM EPOXY COATING SHALL BE BITUMASTIC COAL-TAR EPOXY TWO
COATS SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 16 MILS. ALL STEEL
SURFACES SHALL BE BLAST WITH SSPC-SP 10 (NEAR WHITE) BEFORE COATING IS APPLIED.
1/11/2023
ROY P. REED R.C.E. 80503 EXP. 3-31-2023 DATE
7727 CAMINITO LILIANA
SAN DIEGO, CA 92129, (760)586-8121
R IOFT AA NILFOEAT
S
C NGNLANOFOP
II
RR SS
EEE
E
DERETSIGERD
EREP.OR
Exp.
C 80503
3/31/23
LIVIC
Y
REVIEWED BY:
DATEINSPECTOR
DATE
"AS BUILT"
ENGINEERING DEPARTMENT
RCE EXP.
-
-
' I
,I
-----+-·---c----+--____ ~aximum--1 -To':_ .. __ Tot~ -+-T_oe __
From To Beam , Beam Shored Depth Drill Diameter
.
Beam Beam Qty Section
I
..
1 1 1 I w 14 X 30 ... .. ... ··-·-·-·-... ··-·-·-·- ·-·-I·· ..... . ,.,. .,.,.
2 2 1 1 w 16 X 36
3 3 1 w 16 X 45 •.• •.• . , -- ---.. .. .. .. .. .. .. ..
I
4 4 1 I
I W 18 X 50
5 6 2 I W 18 X 71 ..
7 7 1 W 18 X 76
.,., . -·-··
, ..
Height
H
ft
5.0
6.0
10.0 ..... . ,. . , .
11.0
12.0
13.0
·i
. , .
-~--+---~-~------~~~
8 10 3 I W 14 X 74 --------------11 12 2 W 14x74 ... ... .. ..
13 13 1 I W 14X74 12.0
14 14 1 I W 14 X 30 5.0
.... .... .. .......................... f·· ...................... ..
Depth
D H+D Dshaft
ft ft in
..
10.0 15.0 24 ..
14.0 20.0 24
17.0 27.0 24
'.,. . ,. . , . . , . , . .,. ., . -- --
18.0 29.0 24
18.0 30.0 30
' 19.0 32.0 30
---~-----~--------
18.0 30.0 30 -----~----18.0 28.0 30 - - - -~ - - - -
18.0 30.0 30
10.0 15.0 24
I
SHORING DESIGN GROUP
• ' *
VERIFICATION AND INSPECTION
1. Verifying use of required design mix.
2. At the time fresh concrete is sampled to
fabricate specimens for strength tests,
perform slump and air content tests, and
determine the temperature of the concrete.
3. Inspection of concrete & shotcrete placement
for proper applicatoin techniques.
4. Inspection of maintenance of specified
curing temperature and techniques.
5. Inspection of reinforcing steel
and placement.
6. Inspect formwork for shape, location and
dimensions of the concrete member being
formed.
7. Material verification of structural steel
a. Far structural steel, identification markings
to conform to AISC 360.
b. Manufacturer's certified test reports
6. Material Identification of timber
a. identification of perserative
VERIFICATION AND INSPECTION (OTHER ITEMS)
7. Observe drilling operations and maintain
complete and accurate records for each
element.
8. Verify placement locations and plumbness,
confirm element diameters, bell diameters
(if applicable), lengths, embedment into
bedrock (if applicable) and adequate end
bearing strata capacity. Record concrete
and grout values.
9. Verify excavations are extended to the
proper depth.
1 0. Verify use of proper materials, densities
and lift thickness during placement and
compaction of compacted fill.
11. Verify proper corrosion protection
for oil steel elements
CONTI NOUS
X
X
X
X
X
PERIODIC
X
X
X
X
X
X
X
X
X
REFERENCE
CBC 1904.1, ACl-318 26.4.3 & 26.4.4
CBC 1908.10, ASTM C172, ASTM C31
ACI 318: 26.5, 26.12
CBC 1908.6, 1908.7, 1908.8
ACI 318: 26.5
CBC 1908.9
ACI 318: 26.5.3-26.5.5
CBC 1908.4
ACI 318: 25.3, 26.6.1, 26.6.3
ACl318 26.11.2(b)
t---+-----+--------------+----+----+----+--------1 LLI I CITY OF CARLSBAD I I~
/1\
DATE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
A VIARA AP ARTMENJ;~"' -EAST {SHORDIG p....,,
6145 LAUREL TREE ROAD
GR 2022-0045 NO~~L~B~gH{6'uLE
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER
DWN BY:
CHKD BY:......I.L
RVWD BY:~
RCE 63912 EXPIRES 9 /30 /24
PROJECT NO.
CT2018-0002
DATE
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535-1C
DocuSign Envelope ID: C7659802-C149-4074-AA15-C903AA6EC400
1/31/2023