2020-10596 G (Plans)7-8-22KK7-29-22
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7727 CAMINITO LILIANASAN DIEGO, CA 92129, (760)586-8121SHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTIONAPPROVEDDATEDESIGNED BY:DRAWN BY:CHECKED BY:RPRPLANS PREPARED UNDER SUPERVISION OFROY P REEDDATE:R.C.E. NO.:EXP.: RECOMMENDED: APPROVED:AS-BUILT APPROVALS3/31/2180503DATE DATESTEVE NOWAK EDWARD J. WIMMERCITY ENGINEERDESCRIPTION: PT. NO. 1041, ENC-43LOCATION: 2.5" BRASS DISC IN TURNOUT ON E SIDE OFN.B. HWY 101, 0.5 MI. N. OF CHESTERFIELD, 10' W. OF ENDRAIL.RECORD FROM: CITY OF ENCINITAS B.M.ELEVATION: 34.67' DATUM: NAVD-88 ROY P REED DATE SENIOR ENGINEER DATEINT. DATEPUBLIC WORKSPLANNINGREVIEWERINSPECTORLDEV-010596-2020ARVAND TWIN HOMES2437 & 2441 MANCHESTER AVE.APN: 261-111-07PLANNING CASE NO: MUTI-3128-2019, CDPNF-3129-2019, DR -3130-2019TJRRPRSHEET OF 9PLOT DATE: 2/10/211-20-21STATE OF CALIFORNIADEPARTMENT OF INDUSTRIAL RELATIONSDIVISION OF OCCUPATIONAL SAFETY AND HEALTHTRENCH/EXCAVATION PERMIT NO._ _ _ _ _ _ _ _ _ _ _ _Know what'sRDIG ALERT!! TWO WORKING DAYS BEFORE DIGALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANSDIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALLCONSTRUCTION BEGINS.XXLEGENDT.O.W. = TOP OF SOLDIER BEAM WALLB.O.W. = BOTTOM OF SOLDIER BEAM WALL(P) = PROPOSED(E) = EXISTINGPROPOSED IMPROVEMENTSIMPROVEMENTSYMBOLTEMPORARY SOLDIER BEAMTEMPORARY TIMBER LAGGINGSOLDIER BEAM COUNTxDETAIL/SECTION CALLOUTSBY OTHERS = WORK OUTSIDE SHORING SCOPE5~(E) SIDEWALKAND CURB1471191215182220EXISTING RESIDENCEEXISTING RESIDENCEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINETEMPORARY 1-1 SLOPE(BY OTHERS, TYPICAL)DESIGNATES 3x12 PRESSURETREATED LAGGING DF#2DESIGNATES 4x12 PRESSURETREATED LAGGING DF#2PROPOSED RESIDENCEPROPOSED RESIDENCEPROPOSED TEMPORARYSHORING (SEE SHEET SH6)PROPOSED TEMPORARYSHORING (SEE SHEET SH7)STRUCTURAL REVIEW PERFORMED BY ESGIL, ASAFEBUILT COMPANY, AS PLAN CHECK2020-LDEV-010596-2020.e, DATED DECEMBER 30, 2020SEE RIGHTEdward J. Wimmer3/1/20218918
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7727 CAMINITO LILIANASAN DIEGO, CA 92129, (760)586-8121100.00'90.00'80.00'100.00'90.00'80.00'5 SPACES @ 8'-0" O.C. = 40'-0""H"T.O.W. = 105.00'T.O.W. = 98.00'SB#1B.O.W. = 92.00'7'-0""D"EXISTING GRADESB#2SB#3SB#4SB#5SB#6SB#7SB#8SB#9SB#10SB#119'-0"9'-0"10'-0"8'-0"T.O.W. = 99.00'T.O.W. = 100.00'T.O.W. = 101.00'T.O.W. = 102.00'T.O.W. = 103.00'T.O.W. = 104.00'B.O.W. = 100.00'B.O.W.=90.00'B.O.W. = 90.00'B.O.W.=92.00'3TEMPORARY SOLDIER BEAM(SEE SCHEDULE FOR SIZE)SHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTIONAPPROVEDDATEDESIGNED BY:DRAWN BY:CHECKED BY:RPRPLANS PREPARED UNDER SUPERVISION OFROY P REEDDATE:R.C.E. NO.:EXP.: RECOMMENDED: APPROVED:AS-BUILT APPROVALS3/31/2180503DATE DATESTEVE NOWAK EDWARD J. WIMMERCITY ENGINEERDESCRIPTION: PT. NO. 1041, ENC-43LOCATION: 2.5" BRASS DISC IN TURNOUT ON E SIDE OFN.B. HWY 101, 0.5 MI. N. OF CHESTERFIELD, 10' W. OF ENDRAIL.RECORD FROM: CITY OF ENCINITAS B.M.ELEVATION: 34.67' DATUM: NAVD-88 ROY P REED DATE SENIOR ENGINEER DATEINT. DATEPUBLIC WORKSPLANNINGREVIEWERINSPECTORLDEV-010596-2020ARVAND TWIN HOMES2437 & 2441 MANCHESTER AVE.APN: 261-111-07PLANNING CASE NO: MUTI-3128-2019, CDPNF-3129-2019, DR -3130-2019TJRRPRSHEET OF 9PLOT DATE: 2/10/211-20-216PROFILE - LOOKING NORTHSCALE: 1" = 16'/3~101TEMPORARY 1-1 SLOPE(BY OTHERS, TYPICAL)23456789111423'-0"±42'-0"±5'-0"5'-5"±PROPOSED RESIDENCE(E) SIDEWALKAND CURB~PROPERTY LINEPROPERTY LINEEXISTING RESIDENCEPROPOSED TEMPORARYSHORING (TYPICAL)NEIGHBORING WALL1'-4"10"1'-4"10"PROPERTY LINEPROPOSED BIO-RETENTION(SEE CIVIL DRAWINGS)~11"±1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES.2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.3. LAGGING ABOUT THE LOWER 2'-0" MAY BE OMITTED FOR EXCAVATIONS MADE WITHINDENSE TERRACE DEPOSITS/SANDSTONE. ONSITE GEOTECHNICAL ENGINEER TO CONFIRM.NOTES:LEGEND:T.O.W. = TOP OF WALLB.O.W. = BOTTOM OF WALLDESIGNATES 3x12 PRESSURETREATED LAGGING DF#2DESIGNATES 4x12 PRESSURETREATED LAGGING DF#26"6"SEE RIGHTEdward J. Wimmer3/1/20218918
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7727 CAMINITO LILIANASAN DIEGO, CA 92129, (760)586-8121100.00'90.00'80.00'100.00'90.00'80.00'SB#12SB#13SB#14SB#15SB#16SB#17SB#18SB#19SB#20SB#21SB#225 SPACES @ 8'-0" O.C. = 40'-0"7'-0"9'-0"9'-0"10'-0"8'-0"T.O.W. = 103.00'3B.O.W. = 98.00'T.O.W. = 102.00'T.O.W. = 101.00'T.O.W. = 100.00'T.O.W. = 99.00'T.O.W. = 98.00'T.O.W. = 97.00'T.O.W. = 96.00'B.O.W. = 89.00'B.O.W.=90.00'B.O.W.=89.00'B.O.W.=90.00'EXISTING GRADETEMPORARY SOLDIER BEAM(SEE SCHEDULE FOR SIZE)SHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTIONAPPROVEDDATEDESIGNED BY:DRAWN BY:CHECKED BY:RPRPLANS PREPARED UNDER SUPERVISION OFROY P REEDDATE:R.C.E. NO.:EXP.: RECOMMENDED: APPROVED:AS-BUILT APPROVALS3/31/2180503DATE DATESTEVE NOWAK EDWARD J. WIMMERCITY ENGINEERDESCRIPTION: PT. NO. 1041, ENC-43LOCATION: 2.5" BRASS DISC IN TURNOUT ON E SIDE OFN.B. HWY 101, 0.5 MI. N. OF CHESTERFIELD, 10' W. OF ENDRAIL.RECORD FROM: CITY OF ENCINITAS B.M.ELEVATION: 34.67' DATUM: NAVD-88 ROY P REED DATE SENIOR ENGINEER DATEINT. DATEPUBLIC WORKSPLANNINGREVIEWERINSPECTORLDEV-010596-2020ARVAND TWIN HOMES2437 & 2441 MANCHESTER AVE.APN: 261-111-07PLANNING CASE NO: MUTI-3128-2019, CDPNF-3129-2019, DR -3130-2019TJRRPRSHEET OF 9PLOT DATE: 2/10/211-20-217PROFILE - LOOKING SOUTHSCALE: 1" = 16'/312131415161718192021221443'-0"±2'-0"±5'-0"5'-0"1'-4"±10"±11"±TEMPORARY 1-1 SLOPE(BY OTHERS, TYPICAL)PROPOSED RESIDENCE(E) SIDEWALKAND CURBPROPERTY LINEPROPOSED TEMPORARYSHORING (TYPICAL)PROPERTY LINEPROPOSED BIO-RETENTION(SEE CIVIL DRAWINGS)~~PROPERTY LINE~EXISTING RESIDENCE4NEIGHBORING WALL1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR SHORING ATTRIBUTES.2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION.3. LAGGING ABOUT THE LOWER 2'-0" MAY BE OMITTED FOR EXCAVATIONS MADE WITHINDENSE TERRACE DEPOSITS/SANDSTONE. ONSITE GEOTECHNICAL ENGINEER TO CONFIRM.NOTES:LEGEND:T.O.W. = TOP OF WALLB.O.W. = BOTTOM OF WALLDESIGNATES 3x12 PRESSURETREATED LAGGING DF#2DESIGNATES 4x12 PRESSURETREATED LAGGING DF#26"6"SEE RIGHTEdward J. Wimmer3/1/20218918
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7727 CAMINITO LILIANASAN DIEGO, CA 92129, (760)586-8121EXISTING GRADE(T.O.W., SEE ELEVATION)"H""D"DshaftTIMBER LAGGING, TYPICAL(SEE ELEVATION FOR SIZE)1.5 SACK SLURRY SHAFTBACKFILL (T.O.W. TO B.O.W)2,500 PSI CONCRETE SHAFTBACKFILL (B.O.W TO PILE TIP)42" (MIN.)SAFETY CABLE RAILING, PERCAL-OHSA REQUIREMENTS(TYP., AROUND ENTIRE SHOREDPERIMETER, SEE 5/SH8)TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.)N.T.S.NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION.2. SEE SOLDIER BEAM SCHEDULE ON SH8 FOR VARIABLES "H", "D", & "Dshaft".3. LAGGING ABOUT THE LOWER 2'-0" MAY BE OMITTED FOR EXCAVATIONS MADE WITHINDENSE TERRACE DEPOSITS/SANDSTONE. ONSITE GEOTECHNICAL ENGINEER TO CONFIRM.SOLDIER BEAM(SEE SCHEDULE FOR SIZE)PAD ELEVATION (SEE CIVIL DWG)20d COMMON NAIL FOR LAGGINGINSTALLATION (4 PER BOARD)SOLDIER BEAMTIMBER LAGGING(SEE ELEVATION)TIMBER LAGGING DIAGONAL SUPPORT DETAILN.T.S.TIMBER LAGGING(SEE ELEVATION)TIMBER LAGGING(SEE ELEVATION)3SH82SH8SOLDIER BEAM PLAN DETAIL (TYPICAL)N.T.S.DRILL SHAFT (SEE BEAMSECTIONS FOR BACKFILLMATERIAL)SEE ELEVATION FOR SPACINGFILL VOIDS BEHIND LAGGING WITH LEAN CONCRETESOLDIER BEAM20d COMMON NAIL FOR LAGGINGINSTALLATION (TYP., AS REQ'D)1.5" (MIN.)BEARINGTIMBER LAGGING(SEE ELEVATIONS)44"2"21"21"CAL-OSHA GUARDRAIL DETAILN.T.S.L2x2x3/8 ANGLE IRON ATOPEACH SOLDIER BEAM MEMBERSOLDIER BEAM, TYP.(SEE SCHEDULE)DRILL SHAFT (SEE BEAMSECTIONS FOR BACKFILLMATERIAL)EACH BEAM1/4"3/8-inch Ø WIRE ROPEALONG ENTIRE SHORINGPERIMETER (TYP.)L=6"5SH81SH8SOLDIER BEAM SCHEDULESOLDIER BEAMDRILL SHAFT (SEE BEAMSECTIONS FOR BACKFILLMATERIAL)1.5" (MIN.)BEARINGTIMBER LAGGING(SEE ELEVATIONS)LAGGING OFFSET DETAILN.T.S.2" (MIN.)BEARINGSHIM AT SB#524SH8B.O.W.(SEE NOTE 3)NOTES: 1. BOUNDARY LINES SHALL BE STAKED PRIOR TO DRILLING BY PROJECT SURVEYOR.2. OFFSET BEAMS IN DRILL SHAFT AS REQUIRED FOR SHORING PLACEMENT.SHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTIONAPPROVEDDATEDESIGNED BY:DRAWN BY:CHECKED BY:RPRPLANS PREPARED UNDER SUPERVISION OFROY P REEDDATE:R.C.E. NO.:EXP.: RECOMMENDED: APPROVED:AS-BUILT APPROVALS3/31/2180503DATE DATESTEVE NOWAK EDWARD J. WIMMERCITY ENGINEERDESCRIPTION: PT. NO. 1041, ENC-43LOCATION: 2.5" BRASS DISC IN TURNOUT ON E SIDE OFN.B. HWY 101, 0.5 MI. N. OF CHESTERFIELD, 10' W. OF ENDRAIL.RECORD FROM: CITY OF ENCINITAS B.M.ELEVATION: 34.67' DATUM: NAVD-88 ROY P REED DATE SENIOR ENGINEER DATEINT. DATEPUBLIC WORKSPLANNINGREVIEWERINSPECTORLDEV-010596-2020ARVAND TWIN HOMES2437 & 2441 MANCHESTER AVE.APN: 261-111-07PLANNING CASE NO: MUTI-3128-2019, CDPNF-3129-2019, DR -3130-2019TJRRPRSHEET OF 9PLOT DATE: 2/10/211-20-218SEE RIGHTEdward J. Wimmer3/1/20218918
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7727 CAMINITO LILIANASAN DIEGO, CA 92129, (760)586-8121GENERAL NOTES1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2019 CALIFORNIA BUILDING CODE.2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OFCALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA).3. HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE"DESIGN CRITERIA", WILL REQUIRE ADDITIONAL ANALYSIS & FURTHER RECOMMENDATIONS. NOTIFY THE SHORING & SOILSENGINEER.4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OFONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THETEMPORARY SHORING FOR SUPPORT IN ANYWAY.5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION.6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOYONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION.7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING & NOTIFICATIONS.8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR.9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES, ASPROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTALCONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANYVARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATIONAND THE INSTALLATION OF SHORING.12. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW & VERIFY THAT THE PROPOSED TEMPORARY SHORING,CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT.13. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTUREIMPROVEMENTS PRIOR TO INSTALLATION.14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVERTHE TOP OF SHORING BULKHEAD.15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OFTHE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION.16. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORINGENGINEER.17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THEJOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ONTHE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITHCONSTRUCTION.18. ALL GRADING & EXCAVATIONS PERFORMED FOR THE PROPOSED TEMPORARY SHORING AND/OR PROPOSED STRUCTURE, ISOUTSIDE THE SCOPE OF SERVICES PROVIDED HEREIN. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SITEEARTHWORK IN CONFORMANCE WITH CAL-OSHA & GEOTECHNICAL RECOMMENDATIONS.MATERIAL SPECIFICATIONSSTRUCTURAL STEEL1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTMA-992 (GRADE 50).2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE50) OR ASTM A-992.3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36.4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS.STRUCTURAL & LEAN CONCRETEA. STRUCTURAL CONCRETE:1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 2,500PSI AT 28-DAYS.2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2019CBC & ACI 318 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 NO GREATER THAN 5-INCHES.B. LEAN CONCRETE (SLURRY)1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD.TIMBER1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER.2. TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH AWPAU1 USE CATEGORY 4A.WELDING1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES ORCONTIUOUS WIRE FEED.2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING.SHORING INSTALLATION PROCEDURE1. FIELD SURVEY DRILL HOLES & SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS & DATA SHOWN OR AS APPROVED BYTHE SHORING ENGINEER.2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALLBE 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 OROTHER 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 4'-0" OR AS OTHERWISE AUTHORIZEDBY 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. ALL EXCAVATIONS SHALL BE LAGGED AND BACKFILLED BY THE END OF EACH WORKDAY. NO EXCAVATIONS SHALL BE LEFTEXPOSED OR WITHOUT BACKFILL.STATEMENT OF SPECIAL INSPECTIONSVERIFICATION AND INSPECTION1. Verify use of required design mix2. Inspection of concrete placement forproper application techniques.3. Material verification of structural steela. For structural steel, identificationmarkings to conform to AISC 360.b. Manufacturer's report4. Inspection of weldinga. Multipass fillet welds5. Material identification of timbera. Identification of preservativeVERIFICATION AND INSPECTION ITEMS (OTHER)6. Observe drilling operations andmaintain complete and accuraterecords for each element.7. Verify placement locations andplumbness, confirm elementdiameters, lengths, embedment intobedrock (if applicable). Record concreteand grout values.CONTINOUS PERIODIC CBC REFERENCE8. Verify excavations are extended to theproper depth.1904.2.22303.1.8.1MONITORING1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITEGEOTECHNCIAL 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. BASELINE SURVEY DATA TO BE SUBMITTED TO CITY LANDSURVEYOR.3. MONITORING SHALL BE PERFORMED AFTER ROUGH GRADING, ANY SIGNIFICANT STORM OR SEISMICEVENT AND AT THE TERMINUS OF THE PROJECT. FINAL MONITORING REPORT SHALL BE SUBMITTED TOCITY LAND SURVEYOR PRIOR TO OCCUPANCY.4. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1/2-INCH ADJACENT TO EXISTING STRUCTURES& 1-INCH ELSEWHERE. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROMSTART OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDEDAND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESSARY).SPECIAL INSPECTION REPORT PREPARED BY: ______________________DATED_____________. ON FILE WITH ENGINEERING DIVISION.DESIGN CRITERIA1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THEFOLLOWING GEOTECHNICAL REPORTS:A. PRELIMINARY GEOTECHNICAL INVESTIGATION & FOUNDATION RECOMMENDATIONSPROPOSED NEW TWIN HOMES2437 MANCHESTER AVENUECARDIFF BY THE SEA, CALIFORNIAPREPARED BY: ENGINEERING DESIGN GROUP, DATED OCTOBER 9, 2019.2. SOIL DESIGN PRESSURESA. PASSIVE EARTH PRESSURE = 325PCFB. ACTIVE EARTH PRESSURE = 35PSF/FT (CANTILEVERED)C. MINIMUM LIVE LOAD SURCHARGE = 72PSF UNIFORMD. BUILDING SURCHARGE = 900PLF LATERAL LINE LOADSHORING DESIGN GROUP7727 CAMINITO LILIANA, CA 92129PH: (760) 586-8121DRAWING NO.CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKCHANGE NO.DESCRIPTIONAPPROVEDDATEDESIGNED BY:DRAWN BY:CHECKED BY:RPRPLANS PREPARED UNDER SUPERVISION OFROY P REEDDATE:R.C.E. NO.:EXP.: RECOMMENDED: APPROVED:AS-BUILT APPROVALS3/31/2180503DATE DATESTEVE NOWAK EDWARD J. WIMMERCITY ENGINEERDESCRIPTION: PT. NO. 1041, ENC-43LOCATION: 2.5" BRASS DISC IN TURNOUT ON E SIDE OFN.B. HWY 101, 0.5 MI. N. OF CHESTERFIELD, 10' W. OF ENDRAIL.RECORD FROM: CITY OF ENCINITAS B.M.ELEVATION: 34.67' DATUM: NAVD-88 ROY P REED DATE SENIOR ENGINEER DATEINT. DATEPUBLIC WORKSPLANNINGREVIEWERINSPECTORLDEV-010596-2020ARVAND TWIN HOMES2437 & 2441 MANCHESTER AVE.APN: 261-111-07PLANNING CASE NO: MUTI-3128-2019, CDPNF-3129-2019, DR -3130-2019TJRRPRSHEET OF 9PLOT DATE: 2/10/211-20-219Edward J. Wimmer3/1/20218918
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