HomeMy WebLinkAboutDWG 512-6A; CDP 2019-0002; SMITH (HILLSIDE DR) RESIDENCE; 01-064/30/21GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARSLBAD 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. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PRDMP7L Y 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 CERT/FICA TE 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 $1,00D,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 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. B. 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 TIRE 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 SO/LS 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, PR/NC/PALLY 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 STA TE OF CALIFORNIA PR/NC/PALLY DOING BUS/NESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUT/JR£ FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPEC/FICA TIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONS1RUC710N MEETING SHALL BE HELD AT 1HE SITE PRIOR TO 1HE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA71VES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER A$PECTS OF 1HE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION UN£ AT (760) 438-3891 AT LEAST Fl\/£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND 11ME FOR THE PRECONSTRUC110N MEE11NG. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEE11NG. 15. ALL /NSPEC710N REQUESTS OTHER THAN FOR PRECONS1RUC71QN MEEilNG VtlLL BE MADE BY CALLING THE ENGINEER/NG 24 HOUR INSPEC71QN REQUEST UN£ AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPEC110N IS NEEDED. INSPEC110NS 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 REGULA110NS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 67D5 BY SUBMtmNG 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 PROTEC110N FROM THE HAZARD OF CA \/ING GROUND DURING THE EXCAVA110N 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 EXCAVA 110N. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUC110N SAFETY ORDERS. 117LE B CALIFORNIA ADMINISTRA Tl\/£ CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA 110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA 110N. 18. NO BLAS11NG SHALL BE PERFORMED UNTIL A VALID BLAS11NG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLAS11NG PERMIT WE'LL IN ADVANCE OF THE SCHEDULING OF BLAS11NG OPERA110NS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUC110N, OPERA 110NS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL N011FY THE CITY ENGINEER. OPERA 110NS WILL NOT RESTART UN11L THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA110NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPART/JR£ OR OPERA 110N OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUC110N EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWITN 7:00 A.M. AND 6:00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA110NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS /S AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CON7RACTOR 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 SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 11NG IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE 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 SEC110N. 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.~--, 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 /RR/GA 110N PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL 11ME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA 110N, 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. 31. THE CONTRACTOR SHALL VERIFY THE LOCA 110N OF ALL EXIS11NG FACILl11ES ( ABO\/£ GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC/EN7L Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACT/JAL LOCA110NS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED U11LITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILl11ES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA11VE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800~411-7343 AT&T f800 892-0123 11ME WARNER CABLE 760 438-7741 COX COMMUNICATIONS 619 262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 "SAN DIEGU/TO WATER DISTRICT ~760)633-2650 'LEUCADIA WASTEWATER DISTRICT 760~753-0155 'VALLEC/TOS WATER DISTRICT 760 744-0460 "Ol/VENHAIN WATER DISTRICT (760 753-6466 "BUENA SANITA110N DISTRICT (760)726-1340 K1JJO *AS APPROPRIATE JJ. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CQNIRQI f m GRAD![!f -THE APPLICANT HIRES A CIVIL ENGINEER, SO/LS ENGINEER, AND OR GEOLOGIST TO GI\/£ TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 11NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN11NG AND /RR/GA 110N ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NG DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/11£S. A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDA 110NS OU71./NED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA 11SFACTION OF THE CITY ENGINEER. "DECLARA llQN OF RESPONSIBLE CHARGE" I H£REBY DECLARE THAT I AM THE ENGINEER OF IKJRK FOR THIS PRO.ECT, THAT I HA 1£ EXERCISEO RESPONSIBLE CHARGE OVER THE O£SIGN OF THE PRO.ECT AS OEFINEO IN SECllON 670J OF THE BIJSINESS ANO PROFESSIONS COOE; ANO THAT THE OESIGN IS CONSISTENT MTH CURRENT STANOAROS. I /JNOERSTANO THAT THE CHECK OF PRO.ECT ORAMNGS ANO SPEC/FICAllONS BY THE CITY OF CARLSBAD OOES NOT REUEI£ ME. AS £NG/NEER OF IIG'i'K, OF MY RESPONSIBll/TIES FOR PRO.ECT OESIGN. BEN LIJNO £NG/NEERING 27790 GRANITE RfOGE RO ESCON0/00, CA 92026 760-,(.10-8171 B~ ~tt» BENJAMIN H. £UNO OA TE: 4/28/21 H.C.£ Na: 688,f.9 EXP/RA 710N OA TE: 9/J0/21 SOILS ENGINEER'S CEBll8CA TE I, JAIME A. CERROS, A REG/STEREO Cl'.1L ENGINEER OF THE STA TE OF CAUFORNIA, PR!NC/PAll Y 00/NG BIJSINESS IN THE Fl£lO OF APPUEO SOILS MECHANICS, H£REBY CER71FY THAT A SAMPUNG ANO STIJOY OF THE SOil CON0/710NS PREVALENT MTHIN THIS SITE WAS MAO£ BY ME OR IJNOER MY 0/RECllON ON J/28/1& lllf} COPIES OF THE SOILS REPORT COMP/LEO FRON THIS STlJOY, MTH MY RECOMI.IENOA 710NS, HA 1£ BEEN S/J8MJTTEO TO THE OFFICE OF THE CITY £NG/NEER. FIRM: GEOTECHNICAL EXPLORA710N, INC. 7420 TRADE S7REET SAN 0/EGO, CA 92121 858-5-1-9-7222 B~~7ii llf£ A. OATE· H.C.£ Na: Jl/-422 EXPIRA710N OAT£;-9/J0/21 OWNER'S CER71FICA 1E ,,,,,,,,,,=,.._ ~ c1v1( t?° s,, A. l'(: ~ ~<,.; ~ ~ z "<" 0 "' ~ U1 "" "-No. C34422 "' * EXP. 9/J0/21 * J''-f/l CJVI\.~ ~~ < OF CALI>()"'~ I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR wiLL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. JESSE SMITH DATE VICINITY MAP NOT TO SCALE SHEET INDEX 1. 7171.E SHEET -lEGENO &-KEY MAP 2. GRAOING PLAN 3. RETAINING WAll GENERAL NO TES 4. RETAINING WAll SPECIAL INSPEC710NS NOTES 5. RETAINING WAll DETAILS 6. SIIPPP 7171.E SHEET &-EROSION CONTROl. PLAN REFERENCE DRAWINGS CARLSBAD Oitr;S 196-IA, 212-4, 212-,f.A, .J85-7, .J85-7A, 411-4A, 524.J SOURCE OF TOPOGRAPHY TOPOGRAPHIC SI/RITT WAS PERFORMED BY FIELO S/JRl,f'Y BY BEN LIJNO £NG/NEERING ON 5/1/18 ANO 1/11/19. PROJECT LOCA 1/QN 42#i IHllSIDE OR CARLSBAD, CA 92008 APN: 207-022-11 OIWER .ESS£ SAi/TH 447 80//GHER RO. SAN MARCOS. CA 92069 760-504-8987 BENCH MARK OESCRIP710N: SPIKE IN ANCHOR POI.£ LOCA 710N: SE CORNER OF HILLS/OE OR &-HOOi/ER ST ELEVA710N: 166.397 OATlJM: NG'AJ 29 LEGAL DESCRIPTION THOSE PORllONS OF LOTS 18 ANO 19 IN BLOCK "G" OF BELLA VISTA. IN THE C1TY OF CARLSBAD, COIJNTY OF SAN 0/EGO, STA TE OF CALIFORNIA, ACCORO/NG TO MAP THEREOF NO. 2152, FILED IN THE OFFICE OF THE COIJNTY RECOROER OF SAN 0/EGO COUNTY, MARCH 7, 1929. EARllfWQRK QUANHHES CUT: Fill· IMPORT: REMEO/Al: 1JO er 1,oao er 950 er 170 er INPERVIQ{JS AREA OR/1£WA Y J, 160 SF BIJILOING 1,500 SF / lBlEi\~LUND ENGINEERING 27790 GRANITE RfDGE, 92026 -(760) 410-817! -BENRI./JNOtlGJIA~.C0/1 WORK TO BE DONE THE GRADING #ORK SHAll CONSIST OF THE CONSTRIJC710N OF All CUTS ANO Fll1S. R£1,f£01Al GRADING, ORA/NAG£ FAC/l/71£S. EROSION CONTROi. FAC/l/71£S. ANO PLAN71NG OF PERMANENT LANDSCAPING ANO PREPARA 710N OF AS-BIJH. T Gl?AOING Pl.ANS, AS-BIJ/l T GEOl.OG/C MAPS ANO REPORTS, All AS SHOWN OR REQIJIREO ON THIS SET OF PLANS ANO THE CITY STANOAROS, SPEC/FICA 110NS. REQIJIREIJENTS, RESOl.lJ710NS ANO ORO/NANCES C/TEO ON THESE PLANS. THE Gl?AO/NG IKJRK SHALL 8£ PERFORlrlEO IN ACCOROANCE MTH THE FOl.10/ltfNG OOC/JIIENTS, CURRENT AT THE 711,1£ OF CONSTRIJC710N, AS 0/RECTEO BY THE CITY ENGINEER. 1. CARLSBAD MIJNIC/PAL COO£ 2. CITY OF CARLSBAD £NG/N££RING STANOAROS 3. THIS SET OF PLANS 4. RESOl.lJ710N Na 7J55 OA TEO 12/18/19 5. THE STANOARO SPEC/FICA 710NS FOR PI/BLIC #tJRKS CONSTRIJC710N {GREEN BOOK). 6. SOILS REPORT ANO RECOMI.IENOA 710NS BY GEO TECHNICAL EXPLORA 710N, INC. OA TEO 4/9/18 7lll.£0, "PRB.JAIINARY GEOTECHNICAL INVES71GA 710N, SMITH RES/OEN71Al LOT" 1. THE SAN 0/EGO REGIONAL STANOARO ORAMNGS ANO AS MAY 8£ MOO/FIEO BY THE CITY OF CARLSBAD STANOAROS. & CAl/FORNIA COASTAL COMI.IISS/ON DEIIELOPIIENT PERMIT CON0/710NS OA TEO N/A 9. £NW«JNM£NTAL APPROVAL OOC/JMENTS OA TEO 12/18/19 ta 71£R 2 STORA/WATER POL11J710N PREVEN710N PLAN BY BEN LIJNO £NGIN££RING 11. STORWA TER ()IJAUTY MANAGEI.IENT PLAN BY N/A OA TEO N/A 12. CALIFORNIA STORM WATER (){JAL/TY AS.SWA 710N Bl,fp CONSTRIJC710N HANDBOOK ANO CAL TRANS CONSTRIJC710N SITE Bl,fp MANIJAL LEGEND OESCH/PT/ON PROPERTY BOIJNOARY LOTUNE EX CONTOUR STD DWG OA Yl.lGHT &-l/AIITS OF OFFS/TE GRAO/NG EX WATER MAIN EX SEIER MAIN &-AH EX STORM DRAIN EX GAS EX FIRE HYDRANT EX STREET LIGHT EX CURB &-GUTTER EX FENCE S10£WALK PER OM; 524-J BROW 0/lr:H TYPE B S/JRSO 0-75 SEIER LATERAL OM; S-7 1" WATER SER"1C£ &-1 • METER W/ CI.IMJ OM; W-JA ,. ocv 4• CURB 6" PH:' STORM DRAIN 18" HOPE STORM DRAIN RIP RAP RETAINING WAll CONCRETE OW'f AC PAI/ING PER OM; 524-J STREET lRENCHING BROOKS BOX S/JRSO G-1 MOO S/JRSO 0-40 SHTS J-5 OM; GS-25 SYAIBOl --------\II \II C, --c--I --x -----® "® -SD---SD--OUANTITY 50 lF 1 EA 1 EA 90 lF 150 lF 70LF 1 EA 1,200 SF J.160 SF 9EA POST-CONSTHIJCTlON BAIP TABLE STORA/WATER REQIJIREJ.fENTS THAT APPL~ STANOARO STORA/WATER R£()1J/REJ.f£NTS PRIORITY PRO.ECT REQIJIRBIENTS T't1'£ IJESCRIP71(1( NA NA TOTAL LOT AREA = a25 ACRES TOTAL 0/STlJRBEO AREA = 9,600 SF OtlNERSHIP NA C'J/VSTRUCT/G/1/ 1:y,J_f?/(£/? FO:JT .TR/!P7C, SO/L/G/?A va :0_iL£S, !)7?L/r:/ 7Ft7v'C/--!£S, H1U<F/L C!)TS /1,l\i[} SLOP[ /{[/!f1; vs> TOTAL REPLACED IMPERVIO/JS AREA = 1,500 SF TOTAL PROPOSEO /l,IPERI/IO/JS AREA = 4,660 SF EXBfPT FRON HYOROMOOIFICA 710N? ~~ 1/A/NTENAN(E ACREEIIENT N/A SHEET NO. NA IIA/NT£NAN(E FNEQUENCY NA "AS BUILT" RCE __ _ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE >--->----+-------------+----+---+---+----< 1 sH,EET I CITY OF CARLSBAD I SHE6ETS I :==::::::'...:::::=::EN:::::G::::IN::::EE::R::::l:::::NG::::::::::D:::EP:::::A::::R:::::TM::::E::N::::::T==::::'....:=:::::::::::: GRADING PLANS RR SAi/TH (HILLS/OE OH) R£S/OENCE 1----1----+----------------t------11-----+--+-----1 GR2018-0022. CDP2019-0002 APPROVED JASON S. GELDERT ENGINEERING MANAGER PE63912 EXPIRES 9/30/22 DATE i----i-----;---,.-----------------i------ii-----i-----;-----i /I\ DWN BY: ~• PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL ~ ( , O'THER APPROVAL CITY APPROVAL ~~~g ~~: / < , CDP2019-0002 512-6A DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION -"iEFS: ~,VITH CPCC DocuSign Envelope ID: 20257E7F-FF13-44F6-9BA3-08817B2123035/20/2021
SMITH RESIDENCE (HILLSIDE DR)5/13/20213STRUCTURAL-GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The design and construction of this project is governed by the "California Building Code (CBC)", 2019 Edition, hereafter referred to as the CBC, as adopted and modified by the City of Carlsbad, CA understood to be the Authority Having Jurisdiction (AHJ). REFERENCE STANDARDS: Refer to Chapter 35 of 2019 CBC. Where other Standards are noted in the draw• ings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: "Architect/Engineer'' -The Architect of Record and the Structural Engineer of Record. • "Structural Engineer of Record" (SER) -The structural engineer who is licensed to stamp & sign the structural documents for the project. The SER is responsible for the design of the Primary Structural Sys-tem. • "Submit for review" -Submit to the Architect'SER for review prior to fabrication or construction. • "Per Plan" -Indicates references to the structural plans, elevations and structural general notes. COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for performing work in a safe and secure manner. MEANS, METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and DOSH {Department of Occupational Safety and Health). The contractor is responsible for means and methods of construction related to the intermediate struc-tural conditions (i.e. movement of the structure due to moisture and thermal effects; construction sequence; tempo-rary bracing, elc). TEMPORARY SHORING. BRACING: The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work required in the con-struction documents and the requirements for executing it properly. NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail draw-ings supplements information in the Structural General Notes. DISCREPANCIES: In case of discrepancies between the General Notes, Specifications, Plans/Details or Refer-ence Standards, the ArchitectlEngineer shall determine which shall govern. Discrepancies sha11 be brought to the attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Con-tract Documents, the Contractor will be deemed to have included in the price the most expensive way of complet-ing the work, unless prior to lhe submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjust-ment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Architect/Engineer before proceeding with the work. ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to earthwork, foundations, shoring, and excavation. Any utility information shown on the drawings and details is ap-proximate and not necessarily complete. SUBMITTALS SUBMIT FOR REVIEW: SUBMITTALS of shop drawings, and product data are required for items noted in the indi-vidual materials sections and for bidder designed elements. SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS or 10 WORKING DAYS for review by the Architect/Engineer prior to the onset of fabrication. GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the Contractor shall review the submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Contractor shall provide any necessary dimensional details requested by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Architect/ Engineer. SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will stamp the sub-mittal accordingly Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures there from. The SER will return submittals in the form they are submitted in (either hard copy or electronic). For hard copy submittals, the contractor is responsible for submitting the required number of copies to the SER for review. SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the re-quirements of the structural drawings they shall be designed and stamped by the responsible SSE. INSPECTIONS. QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS INSPECTIONS: Foundations, footings, under slab systems and framing are subject to inspection by the Building Official in accordance with CBC 110.3. Contractor shall coordinate all required inspections with the Building Offi-cial. SPECIAL INSPECTIONS VERIFICATIONS and TESTS: Special Inspections are note required. STRUCTURAL OBSERVATION: per CBC Section 1704.6 structural observation 1s not required. SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to CBC Chapter 18 "Soils and Foundations." GEOTECHNICAL REPORT: Recommendations contained in Smith Residence Lot Job no. 18-11842 by Ge-otechnically Exploration, Inc. dated April 9th 2018 and Update Report dated November 13th 2020 was used for design. CONTRACTOR'S RESPONSIBILITIES: Contractor shall be responsible to review the Geotechnical Report and shall follow the recommendations specified therein including, but not limited to, subgrade preparations, pile instal-lation procedures, ground water management and steep slope Best Management Practices." GEOTECHNICAL SUBGRADE INSPECTION: The Geotechnical Engineer shall inspect all sub-grades and pre-pared soil bearing surfaces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engi-neers shall provide a letter to the owner stating that soils are adequate to support the "Allowable Foundation Bear-ing Pressure(s)" shown below. DESIGN SOIL VALUES: Allowable Foundation Bearing Pressure .......................... 2500 PSF -Native Passive Lateral Pressure .............................................. 275 PSF/FT Active Lateral Pressure (unrestrained) .............................. 38 PSF/FT Seismic Lateral Pressure (unrestrained) ........................ 12 PCF (triangular distribution) Coefficient of Sliding Friction ............................................. 0.35 Surcharge Load subject to vehicle traffic ..................... .40 psi FOUNDATIONS and FOOTINGS: Foundations shall bear on either on competent native soil or compacted struc-tural fill as per the geotechnical report. Exterior perimeter footings shall bear not less than 18 inches below finish grade, unless otherwise specified by the geotechnical engineer and/or the building official. CAST-IN-PLACE CONCRETE REFERENCE STANDARDS: Conform to: (1) ACI 301-16 ··specifications for Structural Concrete" (2) CBC Chapter 19 "Concrete" (3) ACI 318-14 "Building Code Requirements for Structural Concrete" (4) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP-15, "Standard Specifi-cations for Structural Concrete (ACI 301) with Selected ACI and ASTM References." CONCRETE MIXTURES: Conform to ACI 301 Section 4 "Concrete Mixtures" and CBC Section 1904.1. MATERIALS: Conform to ACI 301 Section 4.2.1 "Materials" for requirements for cementltious materials, aggre-gates, mixing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Section 4.1.2. Submit mix designs for each mix in the table below. Substantiating strength results from past tests shall not be older than 24 months per ACI 318 Section 26.4.3.1 (b). TABLE OF MIX DESIGN REQUIREMENTS Member Strength Test Age Nominal Exposure Max Air Con-Notes Type/Location fc (psi) (days) Maximum Class WIG tent (1 to 9 Typical Aggregate RaUo UNO) Foundations (Residential) 3000 28 1' -- -[9] Table of Mix Design Requirements Notes: {1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitiaus materials. Maximum ratios are controlled by strength noted in the Table of Mix Design Requirements and durability re-quirements given in ACI 318 Section 19.3. {2) Cementitious Materials: a. The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 318 Sections 19.3.2 and 26.4.2.2. Maximum amount of fly ash shall be 25% of total cementitious content unless reviewed and approved otherwise by SER. b. For concrete used in elevated floors. minimum cementitious-materials content shall conform to ACI 301 Table 4.1.2.9. Acceptance of lower cement content is contingent on providing supporting data to the SER for review and acceptance. c. Cementitious materials shall conform to the relevant ASTM standards listed in ACI 318 Section 26.4.1.1.1(a). {3) Air Content: Conform to AC! 318 Section 19.3.3.1. Minimum standards for exposure class are noted in the table. If freezing and thawing class is not noted, air content given is that required by the SER. Tolerance is ±1-½%. Air content shall be measured at point of placement. (4) Aggregates shall conform to ASTM C33. (5) Slump: Conform to ACI 301 Section 4.2.2.2. Slump shall be determined at point of placement. (6) Chloride Content: Conform to ACI 318 Table 19.3.2.1. {7) Non-chloride accelerator: Non-chloride accelerating admixture may be used in concrete placed at ambient temperatures below 50"F at the contractor's option. (8) ACI 318, Section 19.3.1.1 exposure classes shall be assumed to be [F0], [SO], [WO], and [CO] unless differ-ent exposure classes are listed in the Table of Mix Design Requirements that modify these base require-ments. (9) Structural design is based on strength of 2500 psi and therefore does not require special inspection. The 3000 psi compressive strength is specified for serviceability. FORMWORK & RESHORING: Conform to ACI 301 Section 2 "Formwork and Form Accessories." Removal of Forms shall conform to Section 2.3.2 except strength indicated in Section 2.3.2.5 shall be 0.75 f' c. MEASURING, MIXING AND DELIVERY: Conform to ACI 301 Section 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Section 5. In addition, hot weather concreting shall conform to ACI 305R-10 and cold weather concreting shall conform to ACI 306R-10. POST-INSTALLED ANCHORS to CONCRETE: Anchor location, type, diameter and embedment shall be as indi· cated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post-Installed Anchor Ad-hesives. Anchors shall be installed and inspected in strict accordance with the applicable ICC-Evaluation Service Report (ESR). Special inspection shall be per the TESTS and INSPECTIONS section. CONCRETE REINFORCEMENT REFERENCE STANDARDS: Conform to: {1) ACI 301-16 "Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Reinforcement Supports.'· (2) ACI SP-66(04) "ACI Detailing Manual" (3) CRSI MSP-09, 28'" Edition, "Manual of Standard Practice." (4) ANSI/AWS D1 .4: 2005, "Structural Welding Code -Reinforcing Steel." (5) CBC Chapter 19-Concrete. (6) ACI 318-14 "Building Code Requirements for Structural Concrete." (7) ACI 117-1 0 "Specifications for Tolerances for Concrete Construction and Materials" SUBMITTALS: Conform to AC! 301 Section 3.1.2 "Submittals." Submit placing drawings showing fabrication di-mensions and placement locations of reinforcement and reinforcement supports. MATERIALS: Reinforcing Bars ............................... ASTM A615, Grade 60, deformed bars. .ASTM A706, Grade 60, deformed bars. Deformed Welded Wire Fabric ............ ASTM A1064 Bar Supports ..................................... CRSI MSP-09, Chapter 3 "Bar Supports." Tie Wire ............................................. 16 gage or heavier, black annealed. Stud Rails ............................................. ASTMA1044 FABRICATION: Conform to ACI 301, Section 3.2.2. "Fabrication", and ACI SP-66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. 'Welding", AWS D1 .4, and provide ASTM A706, grade 60 reinforcement. PLACING: Conform to ACI 301, Section 3.3.2 "Placing." Placing tolerances shall conform to ACI 117. CONCRETE COVER: Conform to the following cover requirements unless noted otherwise in the drawings. Concrete cast against earth ................................. 3" Concrete exposed to earth or weather ................. 2" Ties in columns and beams .............................. 1-½" Bars in slabs ......................................................... ¾" Bars in walls ..................................................... ¾" Exterior bars in Tilt-up Panels ............................ 1" SPLICES: Conform to ACI 301, Section 3.3.2.7, "Splices". Refer to "Typical Lap Splice and Development Length Schedule" for typical reinforcement splices. SpHces indicated on individual sheets shall control over the schedule. Mechanical connections may be used when approved by the SER. FIELD BENDING Conform to ACI 301 Section 3.3.2.8. "Field Bending or Straightening." Bar sizes #3 through #5 may be field bent cold the first time. Subsequent bends and other bar sizes require preheating. Do not twist bars. Bars shall not be bent past 45 degrees. REINFORCED UNIT MASONRY REFERENCE STANDARDS: Conform to: 1) CBC Chapter 21 "Masonry." 2) TMS 402-16 "Building Code Requirements for Masonry Structures." 3) TMS 602-16 "Specification for Masonry Structures.·· 4) ACI SP-66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete Relnforcement." 5) ANSI/AWS D1 .4 "Structural Welding Code -Reinforcing Steel." SUBMITTALS: Conform to TMS 602-16 Section 1.5. Submit shop drawings for review including: 1) Masonry reinforcement, size, layout, and grade in accordance with plans. 2) Material certificates for all Steel Reinforcing, Anchors, Ties and Metal Accessories certifying compliance with required strength, grade and ASTM standards. 3) Certification letters for masonry block and grout mix design certifying compliance with required strength and respective ASTM standards. 4) Mix Designs for each Grout Mix indicating type and proportions of ingredients in compliance of Proportion Specification. 5) Location of expansion and control joints. 6) Product Information, ICC ESR Reports and Material Certifications certifying compliance for all non-pre-approved Post-Installed Anchors. 7) Hot and/or Cold weather construction procedures. STRENGTH: The assumed compressive strength of the masonry assemblage, fm, is 2000 psi based on TMS 602-16 Section 1.4B for concrete and clay masonry. MATERIALS: 1) Concrete Masonry Units: Conform to ASTM C-90, medium weight (approx. 115 PCF) units. Provide 2000 psi compressive strength to achieve masonry assembly strength indicated above under STRENGTH. 2) Split-Face Concrete Masonry Units: Conform to ASTM C·90, medium weight (approx 115 PCF) units. Pro-vide 2000 psi compressive strength to achieve masonry assembly strength indicated above under STRENGTH. Units shall contain recommended amount of additive "Ory-Block" or equivalent. 3) Mortar: Conform to ASTM C270, Type S, and CBC Section 2103.2 "Mortar." 4) Grout: Conform to ASTM C476 and CBC Section 2103.3 Proportion Specifications. Use fine grout except coarse grout may be used where permitted by TMS 602·16 Table 3.2.1. 5) Reinforcing Bars: Conform to ASTM A615. Grade 60 deformed bars and CBC Section 2103.14 unless not-ed otherwise. Lap Splices shall be as noted on plans. Fabrication shall be in accordance with MSJC.1 Section 2.7. 6) Joint Reinforcement: Conform to ASTM A951 and CBC Section 2103.4. 7) Anchors, Ties and Accessories: Conform to CBC Section 2103.4 and TMS 602-16 Section 2.4D. 8) Water: Shall be clean and potable. 9) Admixtures: Admixtures shall not be used unless approved by SER. 10) Post-Installed Anchors in MASONRY: Reference the POST-INSTALLED ANCHORS section for applicable Post~lnstalled Anchors to Masonry. QUALITY ASSURANCE(fm=2000 psi) Conform to CBC Section 2105 "Quality Assurance". 1) Masonry Units: A letter of certification from the manufacturer of the units shall be provided to the SER prior to the delivery of the units to the jobsite to ensure the units comply with the compressive strength specified above and ASTM c.90-14. 2) Mortar: No mortar testing is required. 3) Grout: A letter of certification from the supplier of the grout shall be provided to the SER prior to delivery of the grout to the jobsite to ensure that the grout complies with ASTM C 476. DELIVERY STORAGE AND HANDLING: Delivery, storage and handling of materials used for masonry construc-tion shall be perTMS 602-16, Section 1.7. SPECIAL INSPECTION: Special Inspections shall be performed per the "TESTS AND INSPECTIONS'· section of the STRUCTURAL GENERAL NOTES. ANCHORS TIES AND CONNECTORS: Masonry anchors, ties and connectors shall be as specified on structural drawings. Consult architectural drawings for masonry anchor ties not included on the structural drawings. EMBEDDED ITEMS: Embedded Items and Accessories shall be in accordance with MSJC Section 6.1 and in-stalled in accordance with TMS 602-16 Section 3.3D. Position and Secure in place expansion joint material, an-chors and other structural and non-structural embedded items before placing grout. Contractor shall refer to struc-tural, architectural, mechanical, electrical, plumbing, etc. and coordinate all embedded items. MASONRY REINFORCING STEEL: Masonry reinforcing shall be as noted on plans and shall be securely placed in accordance with CBC Sections 2106, 2107, and TMS 602-16 Section 6.1. Masonry shall be constructed within the tolerances specified in the MSJC. Unless otherwise noted on the plans, the minimum wall reinforcement shall be as follows: CONSTRUCTION: Masonry shall be constructed in accordance with CBC Section 2104 "Construction", and TMS 602-16 Part 3 "Execution." COLD AND HOT WEATHER CONSTRUCTION: Cold and hot weather construction shall be in accordance with TMS 602-16 Section 1.8C and 1.8D. BLOCK PATTERN: Use running bond unless noted. For stack bond, follow criteria in TMS 402·16 Section 4.5. GROUTED CELLS: Fill all cells with grout unless noted otherwise on plans. Minimum grouting spaces and con~ struction shall be in accordance with TMS 402-16 Section 3.2 and TMS 602-16 Section 3.5. GROUT POUR HEIGHT: Grout Pour Height shall not exceed height specified in TMS 602-16 Section 3.5C. • Masonry blocks shall be adequately braced to withstand fluid pressures of Grout Pour, see temporary bracing. GROUT LIFTS: Unless otherwise noted, Grout Lifts and pour height shall not exceed 5ft 4in. Grout Lifts shall not exceed spacing of intermediate reinforced bond beams. Grout Lifts exceeding 5ft 4in shall be approved by SER. REINFORCING COVER AND CLEARANCE REQUIREMENTS: Unless otherwise noted: Clear distance between parallel bars (and between adjacent pairs of lap spliced bars) shal! be equal to the adja-cent bar diameter (for bars greater than #8), and not less than: 1) 1" at 8" and smaller block, 2) 2"at 10"block 3) 3" at 12" block. Clearance (clear space) between the block and the reinforcing shall be: 1) ¼" at fine grout 2) ½" at course grout. Masonry Cover (including grout and block wall) at masonry face exposed to earth or weather shall be: 1) 1 1 /2" minimum 2) 2" for bars #6 and larger. CONTROL AND EXPANSION JOINTS: Reference Drawings for typical details of Masonry Control and Expansion Joints. Location of control and expansion joints shall be approved by SER Unless otherwise indicated on draw-ings, install control and expansion joints at the following: (1) Continuous Walls: Vertical joints at the lesser of 1.5 times the wal! height or 25 feet on center maximum. (2) Corners and Intersecting Walls: First vertical joint from the corner at lesser of 1.25 times the wall height or 16 feet. (3) Abrupt changes in wall height and wall thickness, such as adjacent to columns or pilasters. TEMPORARY BRACING: Contractor is responsible for all temporary bracing of masonry during conslruction. Ref-erence "CONTRACTOR RESPONSIBILITIES" section for further information and requirements. 7 J. ~---+------~---+-~Ll ___ ~_J DCI DocuSign Envelope ID: 20257E7F-FF13-44F6-9BA3-08817B2123035/20/2021
SMITH RESIDENCE (HILLSIDE DR)5/13/20214SPECIAL INSPECTIONS The following Statement and Schedules of Inspections are those Special Inspections and Tests that shall be performed for this project. Special Inspectors shall reference these plans and IBC Chapter 17 for all special inspection requirements. The owner shall retain an "approved agency" per CBC 1703 to provide special inspections for this project. Special Inspectors shall be qualified persons per CBC 1704.2.1. Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection reports to the Architect/Engineer and the Authority Having Jurisdiction for review. In addition to special inspection reports and tests, submit reports and certificates noted in IBC 1704.5 to the Authority Having Jurisdiction. Final special inspection reports will be required by each special inspection firm per IBC 1704.2.4. STATEMENT OF SPECIAL INSPECTIONS: This statement of Special Inspections has been written with the understanding that the Building Official will: -Review and approve the qualifications of the Special Inspectors -Monitor the special inspection activity on the project site to assure that Special Inspectors are qualified and perlorming their duty as state within this statement. -Review all Special Inspection Reports submitted to them by the Special Inspector -Perform inspections as required by CBC Section 110.3. The following Special Inspections are applicable to this project: -Special Inspections for Standard Buildings (per CBC 1705.1) REQUIRED -Special Inspections for Seismic Resistance (per CBC 1705.12) [NOT REQUIRED,REQUIRED) -Testing for Seismic Resistance (per CBC 1705.13) [NOT RE-QUIRED.REQUIRED] -Special Inspections for Wind Resistance (per CBC 1705.11) [NOT REQUIRED,REQUIRED] POST-INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. In-spections shall be in accordance with the requirements set forth in the approved ICC Evaluation Report and as indicated by the design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the POST INSTALLED ANCHORS section of these notes or as otherwise specified on the draw-ings. Substitutions require approval by the SER and require substantiating calculations and current 2018 CBC recognized ICC Evaluation Services (ES) Report. Special Inspector shall document in their Special Inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Re-port. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. SCHEDULES OF SPECIAL INSPECTIONS: TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPEC-TION 1 Verify materials below shal,ow fcundations are adequme to achie-,e the design bearing capacity 2. VeriFy excavations are elller'\Ced to pmper depth and have reach ;,roper m8teriat 3. Perform classification and testing of com-pacted fill materials 4. Verify use of proper mBletials, densities and list thickness during pli:icement ;:ind comp.90-lion of cmnpacled fill 5. Prior to placement of compacted fill, inspect subgrade ancl verif-,.• Iha! site has been pre-p,ircd properly X X X X X TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE 1 Inspection, reinforcement and v,erify placement 2, Reinforcing bar welding: a. Verify weldability of reinforcing bars other than ASTM A706 b. Inspect single pass fillet weld m,1xirnum 5/lt:i"' c. Inspect all otfier welds 3. lnspcct am.:hors cast in concrclc 4. Verify use of required design mix 5. Pri□r to concrete placement, fabri-cate specimens. fer strength tests, perform slump and air content tests, and deterrrine the temperature of the concrete 6. Inspect concrete placement for propor application techniques 7. Verify m..iintcnancc of specified curing temperature and techniques 6 Inspect formwork for shape, loca-'jon rn1d dimensions of the con-crete member b0ing formed CONTINUOUS SPECIAL IN-SPECTION X X X PERIODIC SPE-CIAL INSPEC-TION X X X X X X X REFERENCED STANDARD ACI 318 Ch. 20, 25.2, 25.3, 26.6.1-26.6.3 AWS D1.4 ACI 318: 26.6.4 ACI 318: 17.8.2 ACI 318: Ch. 19, 26.4.3, 26.4.4 ASTM C172 ASTM C31 ACI 318: 26.5, 26.12 ACI 318: 26.5 ACI 318 :26.5.3-26.5.5 ACI 318: 26.11.1.2 (b) CBC REFERENCE 1908.4 1904.1, 1904.2, 1908.2, 1908.3 1908.10 1908.6, 1908.7. 1908.8 1908.9 REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION Requin:ments in the tabks "Minimum Verification Requirements'' and ·'Minimum Special Inspection Requirements" below are based on a ··Level'' as defined by the Code. For this structure use the requirements for Level [2]. MINIMUM VERIFICATION REQUIREMENTS MINIMUM VERIFICATION 1 Prior to construction, verJication of compliance of subrnittals. 2. Prior to construction, verification of I'm and f'Mc except where specifically exempted by the code 3. During consltuclion, verific.;;lion of Sk;mp now i:lnd Visual Slabilil11 hide;,; {VSI) when self-consolidating grotJt is delivered to the project site 4. During construction, verification of fm and f.t..Ac for every 5.000 sq. ft. 5. During construction, verification of proportions of materials as delive-red to the project site for pre,nixed or preblended mortar, prestressed grout, and !]rout other th,in scIt-consolid<1ling grout {a) R=Required. NR=Not Required REQUIRED FOR QUALITY ASSURANCE H Level 1 R NR NR NR NR REFERENCE FOR CRITERIA Level 2 R R R NR NR Level 3 R R R R R MINIMUM SPECIAL INSPECTION REQUIREMENTS MINIMUM SPECIAL INSPECTION INSPECTION TASK 1. As masonry construction begins, verify that following are in compliance a. Proportions of site-prepared mortar b. Grade and size of prestressing teroons and anchorages c. Grade, type a11d size of reinforcement connectors, anchor bolts, and prcstrcssing tendons and anchorages d. Prestressing techniqi,;e o. Properties of thin-bed mor1£1' for MC m-c1sonry f. Snmplc pnncl construction :.. PriDr lu gmuling: 'lt~ril,' lhal Ille followir1g 1irc in {Xlrnpli;mc:c a. Grout space b Placement of prestressing tendons and anchorages c. Placement of reinforcement, connectors, and anchor bolts d. Proportions of sitc-prcps1rcd grout nnd prcstrcssing grout for bonded tendons 3. Verity compiiance of the foflov.ing during cc11structior, a. Materials and procedures with the approved submittals b. Pl.;icement of masonry units .;ird mortar joints construction c. Size and location of structural members d. Type, size, and locatson of anchors. including othe-r details of anchorage of masonry to structural members, frames or ou·,er conslfuction e. Preparation, construction, and protection of masonry during cold weather (temperature be!ow 40~F) or hot weather (temperature above 9D'Fi f Placement of AAC masonry units and construction of thin-bed mortiir joints 4. Observe prepc1raiion of grout specimens, mortar specimens and/or prisms FREQUENCY ,,, LEVEL 1 NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR REFERENCE FOR CRITERIA LEVEL 2 LEVEL TMS 402 TMS 602 3 p p p p p p p p C (h) p (~) C p C p C p p p C p p p p p p p p p C p p C '.bi p (t) C p C Art. 2.1, 2.6 A, & 2.6 C Art. 2.4 B & 2.4 H Art. 3.4 & 3.6 A Art. 3.6 B Art.2.1 C.1 Arl. 1.6 D Art. 3.2 D. 3.2 F Sec.10.8 Art. 2.4, & 10.9 3.6 Sec. 6.1, 6.3.1. Art. 3.3 E 6,3.6, & & 3.4 6.3.7 Sec 1.2.1 (e) 6.2.1, & 6.3.1 Art 2.6 B & 2.4 G.1.b Art. 1.5 Art. 3.3 B Art. 3.3 F Art. 1.8 C & 1.8 D Ari. 3.3 8.9 & 3.3 F.1.b Art. 1.4 B.2.a.3, 1.4 B.2.b.3, 1.4 B 2c.3 1.4 B.3, 1.4 B.4 (a) Frequency refers to tho lrnquoncy of inspection, which may be continuous during the listed task or periodically during the listed task, as defined In the tabla. NR=Not Required, P=Periodic. C=Conti'lUOUS (b) Required far the first 5000 square feel of MC masnnr;· (c) Required aner ltie rirst 5D00 square feel ur MC masonry LJ DCI DocuSign Envelope ID: 20257E7F-FF13-44F6-9BA3-08817B2123035/20/2021
SMITH RESIDENCE (HILLSIDE DR)5/13/20215I II ~m-'; ii==,!,,l I Ill 1.· I I -0-----• • / 0 j 1 1--11-... ITT-... -11_1 --0-----I __L ;f /2 l tr 7 I • I I 1=111=111=11-111 111 -111 l I I --0-----0-----0-----LJ. L DocuSign Envelope ID: 20257E7F-FF13-44F6-9BA3-08817B2123035/20/2021
4/30/21TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) CITY OF OCEANS/OE STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REOIJIREMENTS THE FOlLOltfNG GENERAL SITE MANAGEMENT REQIJIREMENTS SHALL BE AOHEREJ) TO THROI/GHOIJT THE DI/RA TTON OF THE CONST1?/ICT10N WORK (YEAR ROIJNl)j 1. IN CASE EMERGENCY WORK IS REQIJIRED, CONTACT: JESSIE SMITH (OffNER) AT 160-50-1-8981 2. DEVICES SHOffN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MOO/REO ltfTHOIJT THE APPROVAL OF THE ENGINEERING INSPECTUR. ..I THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 'tWJHKING OROER TO THE SA T1SFAC710N OF THE CITY ENGINEER AFTER EACH RIJN-OFF PROO/ICING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL AOO/TTONAL EROSION CONTROL MEASURES AS MAY BE REQIJIREO BY THE CITY ENGINEER 0/IE TO UNCOMPLETED GRADING OPERATIONS OR 1/NFORSEEN C/RCIJMSTANCES l'tll/CH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECA/JTTONS TO PR£1,£NT Pt/Bl/C TRESPASS ONTO AREAS WHERE IMPOIJNOEO WATERS CREA TE A HAZAROO/JS CONDITION. 6. GRADING AREAS AROIJNO THE PROJECT PERIMETER M/JST ORAIN AWAY FROM THE FACE OF SLOPE AT THE CONCL/JS/ON OF EACH 'tWJHKING OA Y. 1. ALL REMOVABLE PROTECTTVE OEVfCES SHALL BE IN PLACE AT THE ENO OF EACH WORKING OAY l'tllEN flVE (5) OAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (WX). SILT ANO OTHER OEBR/S SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRA Ill BAGS SHALL CONTAIN J/-1 INCH MINIM/JM AGGREGATE 9. ALL EXPOSED 0/Sll/RBEO AREAS Ml/ST HA VE EROSION PROTECTTON BMPs PROPERt. Y INSTALLEO. THIS INCL/JOES ALL 8/JILO/NG PAOS, /JNFINISHEO ROAOS. ANO SLOPES. 1a AOEQIJATE PERIMETER PROTECTION BMPs Ml/ST BE INSTALLEO ANO MAINTAINED ANO ltfLL BE 1/PGRAOEO, IF NECESSARY, TO PROVfOE SLIFflC/ENT PROTECTTON FROM RUNOFF 0//RING RAIN EVENTS. 11. AOEQIJA TE SEO/MENT CONTROL BMPs Ml/ST BE INSTALLEO ANO MAINTAINED. 12. A0£QIJA TE BMPs TO CONTROL OFFS/TE SEO/UENT TRACKING Ml/ST BE INSTALLEO ANO MAINTAINED. 1.l A MINIM/JM OF 125% OF THE MATERIAL NEEDEO TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSEO AREAS FROM EROSION ANO PREVENT SEO/MENT DISCHARGES, Ml/ST BE STOREO ONS/TE AREAS ALREADY PROTECTED FROM EROSION I/SING PHYSICAL STABIUZATTON OR ESTABI./SHEO VEGETATTON STABIUZATTON BMPs ARE NOT CONS/OEREO TO BE "EXPOSEI)• FOR PIJRPOSES OF THIS REQIJIREMENl 1-1. THE OWNER/bElflOPER/CONTRACTOR Ml/ST FOLLOW 'lff:A THER TRIGGERED• ACTTON PLAN ANO BE ABLE TO OEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTTONS OF THE SITE ltfTHIN #J HOLIRS OF A PREDICTED STORM EVENT (A PREO/CTEO STORM EVENT IS OEFINED AS A WX CHANCE OF RAIN ltfTHIN A 5-0A Y NA TTONAL lfE'A THER SERVICE FORECAST). ON REQIJEST, THE OffNER/bElflOPER/CONTRACTOR Ml/ST PROVfOE PROOF OF THIS CAPABIUTY. 15. OEPLOYIIENT OF PHYSICAL OR VEGETA TTON EROSION CONTROL BIIPs Ml/ST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OffNER/bElflOPER/CONTRACTOR MAY NOT RELY ON THE ABIUTY TO OEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRAOEO, ANO LEFT EXPOSED AT ONE TIME IS UM/TEO TO THE ANOIJNT OF ACREAGE THAT THE CONTRACTOR CAN AOEQIJATELY PROTECT PRIOR TO A PREO/CTEO RAIN EVENl FOR LARGER SITES, GRADING SHO/JLO BE PHASEI). IT MAY BE NECESSARY TO OEPLOY EROSION ANO SEOIMENT CONTROL BIIPs IN AREAS THAT AR£ NOT COMPLETED, B/JT ARE NOT ACTTlfl Y BEING WORKED BEFORE AOO/TIONAL GRADING IS ALLOKO TO PR0C£E0. AT THE 0/SCRETlON OF THE CITY INSPECTUR. 11. ALL 0/Sll/RBEO AREAS THAT ARE NOT COMPLETED ANO/OR NOT BEING ACTTlfl Y GRAOEO Ml/ST BE RILL Y PROTECTED FROM EROSION IF l£FT FOR 14 OR MORE OA r.s: THE ABIUTY TO INSTALL BMP MATERIALS IN A PROMPT NANNER IS NOl..SJlfF1Cl£Nl BMPs NEEO TO BE INSTALLEO IN THESE AREAS: 18. BMPs Ml/ST BE STOCKPILED AT VARIOIJS LOCA TTON THRO/JGHO/JT THE PROJECT SITE THRO/JGHOIJT THE >E"AR. l'tllENnfR THERE IS A WX CHANCE OR GREATER OF A RAIN ltfTHIN A THREE (J) OAY FORECAST, THE INSPECTOR ltfLL VERIFY THAT BIIPs ARE AOEQIJA TEL Y STOCKPILED. BMPs Ml/ST BE STOCKP/l£D ANO REAOY FOR OEPLO'rJIENT l#fEN THERE IS 50% CHANCE OF RAIN ltfTHIN A #J HOIJR FORECASl FAIL/JR£ TO COMPLY ltfTH THIS REQIJIREMENT COi/LO R£S/Jl TIN THE ISSUANCE OF A STOP HQ'i'K NOTICE QR OTHER ENFORCEMENT ACTION. 19. All TREATMENT ANO EROSION CONTROL BMPs Ml/ST BE INSPECTEO lfE'EKLY ANO PRIOR TO A FORECASTEO RAIN EVENT OF GREATER THAN 50~ ANO AFTER A RAIN EVENl IN A00/710N, TREATMENT CONTROL BMPs Ml/ST BE SERVICED AS NEEDEO THROI/GHOIJT THE >E"AR. 2a IF SELECTED BMP FAILS 0//RING A RAIN EVENT, IT Ml/ST BE REPAIRED OR IMPROVED OR REPLACED ltfTH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO 00 sa THE FAIL/IRE OF A BMP /NO/CATES IT WAS NOT ADEQUATE FOR THE C/Rct//,ISTANCES IN /ltHICH IT WAS IJSEI). REPAIRS ANO REPLACEMENT Ml/ST THEREFORE PIJT A MORE ROB/JST BMP MEASURE IN PLACE. 21. All CONSTR/JCTTON EMPLOYEES Ml/ST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLL/JTTON PR£1,£NT10N ANO BMP MAINTENANCE. Hf"A THER TRIGGERED ACTION PLAN THE DEVELOPER SHALL OEPLOY STANOBY BEST MANAGEMENT PRACTTCE MEASI.IR£S TO COMPlETE1. Y PROTECT THE EXPOSEI) PORTTONS OF THE SITE ltfTHIN #J HOIJRS OF A PREO/CTEO STORM EVENT ( A PREO/CTEO STORM EVENT IS OEFINED AS A FORECASTEO, WX CHANCE OF RAIN BY THE NA TTONAL /l£A THER SERVICE}. IN AOO/TTON TO BMPs IMPlEI.IENTEO >E"AR-ROIJNO INCL/JO/NG PERIMETER CONTROL, HfNO EROSION CONTROL, TRACKING, NON-STORN WATER CONTROL, WASTE MANAGEMENT, ANO MATERIALS POLL/JTTON CONTROL. THE NA TTONAl lfE'A THER SERVICE FORECAST SHALL BE NONITOREO ANO I/SEO BY THE OElflOPER ON A OAILY BASIS: IF PRECIPITA710N IS PREO/CTEO (WX CHANCE OF RAIN}. THEN THE NECESSARY WATER POLL/JTTON CONTROL PRACTTCES SHALL BE OEPLOYEO l'ITHIN #J HO/IRS ANO PRIOR TO THE ONSET OF THE PRECIPITA TlON. THE OEPLO'rJIENT OF THE BMPS SHALL INCL/JOE 8/JT NOT BE Ul,(flEO TO GRA Ill BAGS ANO SILT FENCES. A NINIMIJN OF 125% OF THE MATERIAL NEEOEO TO INSTALL STANDBY BEST NANAGEMENT PRACTTCES MEAS/IRES TO PROTECT THE EXPOSEO AREAS FORM EROSION ANO PR£1,£NT SEO/UENT DISCHARGES Ml/ST BE STORED ON-SITE AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION I/SING PHYSICAL STAB/LIZA TTON OR ESTABl/SHED VEGETATTON STABIUZATTON BMPS AS DETERMINED BY THE CITY OF CARlSBAO ARE NOT CONS/OEREO TO BE "EXPOSED• FOR THE PIJRPOSES OF 'lff:A THER TRIGGERED ACTTON PLAN: AN AOEQIJA TE SOL/RC£ OF EQIJIPl,f£NT ANO WORKERS SHALL BE AVAILABLE FOR OEPLO'rJIENT OF 'lff:A THER TRIGGER£!) BMPS: EROSION CONTROL H'IDROSEEDING. PLANllNG AND IRRIGAllON 1. ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTTNG ANO /RR/GATTON SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTTON 212 OF THE STANOARO SPEC/RCA TTONS ANO THE FOlLOltfNG: A H'tOROSEEOING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRAOEO 6.· 1 (HORIZONTAL TO VERTTCAL) OR STEEPER l'tllEN THEY ARE.· a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO PtJBJ./C WALL OR STREEl b. ALL SLOPES 4 FEET OR NORE IN HEIG/il 2 AREAS GRAOEO FLA T7ER THAN 6.· 1 l'tllEN ANY OF THE FOllOltfNG CON0/710NS EXIST: a. NOT SCHEO/ILED FOR IMPROVEMENTS (CONSTR/JC710N OR GENERAL LANDSCAPING) ltfTHIN 60 OA rs OF RO/JGH GRAOING. b. /OENTlFIED BY THE PARKS ANO RECREA TTON DIRECTOR AS HIGHLY VISIBLE TO THE Pt/Bl/C. c. HA VE ANY SPECIAL CONDITTON IOENTTREO BY THE CITY ENGINEER THAT WARRANTS //,/MEO/A TE 1REA TMENl B H'tOROSEEO/NG AREAS SHALL BE /RR/GA TEO IN ACCOROANCE ltfTH THE FOLLOl'ING CRITERIA: 1 ALL SLOPES THAT ARE GRAOEO 6.· 1 OR STEEPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HANO WATERING FROM QIJ/CK CO/JPLERS/HOSE BIBS OR A CONVENTTONAL SYSTEM OF LOW PRECIPITA TlON SPRINKLER HEAOS PROVfO/NG 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATER£f) BY A CONVENTTONAL SYSTEM OF LOW PRECIPITA TTON SPRINKLER HEAOS PROVIOING 100% COl,ffiAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TEO AS APPROVED BY THE CITY ENGINEER. PRIOR TO HYOROSEEO/NG. THE 0£1flOPER SHALL S/JBMIT A PROPOSED SCHEME TO PROVIDE /RR/GATTON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/flC REGARDING THE NI/MOERS, TYPE. ANO COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J /RR/GATTON SHALL NAINTAIN THE /JOIST/JR£ LElfl OF THE SOIL AT THE OPTTMIJM LElfl FOR THE GRAO/NG OF THE HYOROSEEO£O GROIY!H. C HYOROSEEO/NG NIX SHALL CONSIST OF ALL OF THE FOLLOltfNG: 1 SEEO l,(fX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESC/JE c. Jibs PER ACRE OF E SCHOOL CIA CAUFORN/CA d -I lbs PER ACRE OF ACHILLEA 11/LLEFOL/A e. Jibs PER ACRE OF AL YSSl//,1 (CARPET OF SNOW} l 1/2 lb. PER ACRE IF 0/l,IO/?PHrXECA g. ITEMS i:; 4 e, ANO f OF THIS S/JBSECTTON MAY BE OMITTEO ON VISIBLE FROM EITHER A Pt/Bl/C STREET OR RES/OENTTAL STR/JCllJRES. h. ITEM a OF THIS SUBSECTTON Ml/ST BE INOCIJLA TEO ltfTH A NITROGEN flXING BACTERIA ANO APPLIEO ORY EITHER BY OR/WNG OR BROAOCASING BEFORE H'tOROSEEO/NG. i. ALL SEEO MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS ltfTH THE CAUFORNIA DEPARTMENT OF FOOO ANO AGR/CIJL Tl/RE CERTTflCA 710N TAG ATTACHED W. OR PRINTED ON SA/0 CONTAINERS. j NON-PHYTO-TOXIC WETTTNG AGENTS NAY BE AOOEO TO THE HYOROSEEO SLURRY AT THE DISCRETTON OF THE CONTRACTUR. 2 TYPE 1 MIJLCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW} MAY BE SIJBST1ll/TEO, #HEN STRAW IS I/SEO, IT Ml/ST BE ANCHORED TO THE SLOPE BY MECHANICALLY Pt/NCH/NG NO LESS THAN 50% IF THE STRAW INTO THE SOIL. J FERTTUZER CONS/STTNG OF AMMONHJN PHOSPHATE SULFA TE, 16-20-0 l'ITH 15% SIJLPH/JR APPLIED AT THE RATE OF 500 lbs. PER ACRE. 0 AREAS TO BE HYOROSEEOEO SHALL BE PREPARED PRIOR TO H'tOROSEEO/NG: 1 RO/JGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TTON OF: a. TRACK WALKING SLOPES STEEPER THAN 6.· f. b. HARROltfNG AREAS 6: 1 OR FLA T7ER THAT ARE SUff/C/ENTl. Y FRIABLE. 2 AREAS GRAOEO FLA T7ER THAN 6: 1 l#fEN ANY OF THE FOLLOltfNG CONDITTONS EXIST.· a. AOJ/JSTTNG THE S/JRFACE SOIL MOIST/JR£ TO PROVfOE A OANP BIT NOT SAllJRATEO SEEO BEO. b. THE AOO/TTON OF SOil AMENOMENTS, PH AO.AJSTMENT, LEACHING COVERING SALINE SOILS TO PROI//OEO VIABLE CONOl710NS FOR GROIY!H. E H'tOROSEEOING AREAS SHALL BE NAINTAINED TO PROVIDE A VIGORO/JS GROIYTH 1/NTTL THE PROJECT IS PERMANENT!. Y LANOSCAPEO lw, FOR AREAS l'tllERE HYOROSEEO/NG IS THE PERMANENT LANDSCAPING, 1/NTTl THE PRO.ECT IS COMPLETED ANO ALL BONOS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GATTON INSTALLED ANO BE STABIUZEO, PLANTED ANO/OR HYOROSEEO£O l'ITHIN TEN {10) OA YS OF THE TTIIE l#fEN ~ SLOPE IS BROIJGHT TO GRAD£ AS SHOffN ON THE APPROVED GRAOING PLANS: ..I SHO/JLO GERM/NA TTON OF H'tOROSEEOEO SLOPES FAIL TO PROVIDE EfflCIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPR/A TE EROSION CONTROi. IIA mNG IIA TERIAL APPROVED BY THE PtJBI.JC WORKS INSPECTUR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAOS AS REOlllREI) BY THE CITY OF CARLSBAD LANDSCAPE MANI/AL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING 0/RECTUR. 5. THE OWNER/APPLICANT SHALL £NS/IRE THAT ALL CONTRACTORS SHALL COOROINATE THE WORK OF THIS CONST1?/ICT10N Sltf'PP SHOffN ON ANY GRADING PLANS, LANDSCAPE ANO /RR/GATTON PLANS, ANO //,IPROI/EMENT PLANS AS REQIJIREO FOR THIS PRO.ECT WORK. .§ --0 o-Best Management Practice* ., 0, C: 0, .s (BMP) Description ➔ .Q~ .,, -., !< 0, ., as .s "' "'-e Q) -~ i' rt~ CASQA Designation ➔ "" ..,. I I Construction Activity ~ ~ • Grading/Soil Disturbance • Trenching/Excavation • Stockpiling Dri//ina/Borina Concrete/Asphalt Sawcutting • Concrete Flatwork • Pavina • Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal StaainnlLav Dawn Area Eaui1Jment Maintenance and Fuelinq Hazardous Substance Use/Storaae Dewaterinq • Site Access Across Dirt Other (/isl): \\\ BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control BMPs "' -0 :::,; .,, "' C: ., 0, 0 0 ~ .s "' ~ ii "' ., V) ., :; ~ Q) "" -:::,; Q 0, il 0 -.,, "" C: 0 0 -·-~~ <'.!l ~ "' 0:, "' I I I ~ ~ ~ • • • • • \ \ g. "' ,!: .s E " ~ -0 <.J i:i Q C: ~ .§ -'< ., <.J g. .,, ., -~ ~ 6 Vi ---,,., ..,. I ~ ~ ~ ~ • • • • • Sediment Control BMPs .,, C: 0 -~ 0, ... ., ·§ :§ .s &l &}-.s "' 0, ., 0, er, 12 C: 'ls 0 ~-S a-2 er, 0, a:: _E -0 E ~ ~ " :, ,g ... ~ a '--Q) C: ~ 0 0 ~ {I) §: ~ iri ct LO <o "' 0:, Cl -I ~ ~ I ~ ~ ~ • • • • • Tracking Non-Stnnn Water Control BMPs Management BMPs C: -C: C: .$2 .$2 .$2 -i:i .,, --0, 0 E 6 <.J <.J C: .s t 2 2 .$2 .S). .,, ---.s :, C' "' "' "' !< c3' (5 ~ C: "' C: ... ~ 8~ 8 ., "' -"' .,, "' ,g .,, ., C: C: Q .,,~ .,, ,., ~] C: C: 0 0, o.Q Q) ., 0 ~ :§ ~ -!:::! Cl) -~ 3::: o,-J!:! .£ .::;: Cl) ;:;;:.~ 0 ... 0 .Q ~ ..Q tJ ., <.J -~ ~ -~ § ., ... ~o -,:; ., -o .Eo, .Eo jct &'. 8 & ~<3 o-(/) ..s V) C::: :::,; V) "" -,,., "' 0:, --I I I I I I I ~ ~ V) V) V, V) I '2: '2: '2: '2: • • • • • • \ NAME OF PREPARER: BENJAMIN R. LI/NO 0/JAl/FICA TlON OF PREPARER.· RCE ADDRESS: 21190 GRANITE RIDGE RO ESCON0/00, CA 92026 PHONE NO.: 160--4/0-8111 Waste Management and Materials Pollution Control BMPs -C: ., .,, E 6 ., ., 0, -0 -~ "' C: ,g_ ., 0 --:'g :::,; C: ., C: "' i:i ~ -., i~ " E " ., .g "" a:e 0 ., ~ c:,, ~ 0, ., <.J --.,, 0 O 0 -0 .:::;: C ·-C: N c: oO 0 -b}-8 0 0 :::,; V) V):::,; :r: :::,; "" ,,., ..,. LO <o I I I I I I I I I I • • • • • • • • • APN: 207-022-33 0 10' ., -"' o-3:: ~ ., E -., ~ 0, <.J 0 C: C: O 0 (.) :::,; 0:, I I • • • 20' VICINITY MAP NOT TO SCALE LEGEND DESCRIPTION SYMBOL 5£-1. SILT FENCE SE-6, GRA Ill BAG ---Ot-----10,----TC-1, STABIUZEO CONSTR/JCTTON ENTRANCE NOO LENGTH IF GRAOE PROHIBITS wzzzm ~ EC-,f., HYOROSEEO/NG PN-1, MATERIAL OEUVERY ANO STORAGE PN-,Z MATERIAL I/SE WM-1 WM-2 WM-5 WM-8 PN-5, SOLIO WASTE MANAGEMENT PN-8, CONCRETE WASTE MANAGEMENT 40' SHEET INDEX SHT 6.· Sltf'PP TTTI.E SHT ,t EROSION CONTROL PLAN SITE ADDRESS/APN ' 42-16 HILLS/OE OR CARlSBAO, CA 92008 APN: 201-022-11 AREA OF DISTURBANCE AREA OF 0/SllJRBANCE = 9,600 SF CONSTRUCTION THREAT CONSTR/JC710N THREAT TO STORM WATER 0/JAUTY (CHECK BOX): □ HIGH ll!I ME0/1/M OWNER /APPLICANT ' .£SSE SMITH -1-11 80/JGHER RO, SAN MARCOS, CA 92069 160-504-8981 EMERGENCY CONTACT .£SSE SNITH 4-11 80/JGHER RO, SAN MARCOS, CA 92069 160-504-8981 OWNER'S CERT/FICA TION: I 1/NOERSTANO ANO ACKNOHt.EOGE THAT I MI/Sl· (1) IMPLEMENT BEST MANAGEMENT PRACTTCES (BMPs) 0//RING CONST1?/JCT10N ACTTVITTES TO THE AIAXIM/IM EXTENT PRACTTCABlE TO AIQ'O THE NOB/LIZA710N OF POLL/JTANTS SUCH AS SEO/MENT ANO TO A l-0'0 THE EXPOSURE OF STORM WATER TO CONSTR/JCTTON RELA TEO POLL/JTANTS,· ANO (2) ADHERE W. ANO AT All TTMES, COUP!. Y ltfTH THIS CITY APPROVED TTER 2 CONSTR/JC710N Sltf'PP THRO/JGHOIJT THE 0/IRA TTON OF THE CONSTR/JCTTON ACTTVITTES 1/NTTL THE CONSTR/JCTTON 'tWJHK IS COMPLETE ANO SIGNED OFF BY THE CITY OF CARlSBAO. OWNER NAME: .£SSE SMITH OATE ~IN 11. ~ <cc <,j 'Z. "' 0 No. C68849 EXP. 9/JD/21 CIVIL GR2018-0022 CDP2019-0002 APPROVED JASON S. GELDERT ENGINEERING MANAGER PE63912 EXPIRES 9 30 22 DATE Bl[EJ,,~ LUND ,r;;t7" A C68849 4/28/21 DWN BY: -=:,-<;"";,--PROJECT NO. DRAWING NO. ~~~g ~~: C0P-2019-0002 512-6A 4/28/21 DAit E N G I N E E R I N G SIGI/Al11/1£ " II.CE/CERT. NO. l/C. EXP. DAit 27790 GRAN/It RIOGE, 92026 -(760) 410--8171 -BENRJ./JNOOGMA~.C{}I,( ._ ____ ...;;.;;;;;;.;.;.;;;;.. _______ ...;....._ ___________ ....._ _____________________ I DocuSign Envelope ID: 20257E7F-FF13-44F6-9BA3-08817B2123035/20/2021