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HomeMy WebLinkAboutDWG 527-4A; MS 2018-0006; BREAKERS VIEW BEACH HOMES; 01-05VICINITY MAPP.G./E.G.Michael Jason IanniDigitally signed by Michael Jason Ianni Date: 2021.03.10 17:55:41 -08'00'GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. 11-1/S PLAN SUPERSEDES ALL 011-/ER PLANS PREVIOUSLY APPROVED BY 11-/E CITY OF CARLSBAD REGARDING GRADING SHOWN ON 11-/IS SET OF PLANS. 2. APPROVAL OF 11-/IS PLAN DOES NOT LESSEN OR WAI\/£ ANY PORTION OF 11-/E CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR 011-/ER ADDITIONAL DOCUMENTS LISTED HEREON AS 11-/EY MAY PERTAIN TO 11-/IS PROJECT. 11-/E ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 11-/ESE PLANS WHEN NON-CONFORMANCE /S DISCOVERED. 3. 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 PROMPT/_ Y SUBMITTED TO 11-/E CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM 11-/E CITY ENGINEER IWLL 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 11-/E PERMITTEE'S POLICY IN 11-/E MINIMUM AMOUNT OF $1,000,000.DD FDR EACH OCCURRANCE OF LIABILITY. Il;I£ 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 11-/E CITY AND 011-/ER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY 11-/E 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. 7, NO REVISIONS IWLL BE MADE TO 11-/ESE PLANS 11911-/0UT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED 11911-1/N THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE T/TI_E SHEET. 8. ORIGINAL DRAIWNGS SHALL BECOME 11-/E PROPERTY OF 11-/E CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAIWNG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND 011-/ER EMERGENCY \1£HICLES SHALL BE MAINTAINED TO 11-/E PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. 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 11-/E STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 11-/E FIELD OF APPLIED SO/LS MECHANICS. 11-/E SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR Wl11-/IN TWO WORKING DAYS OF 11-/E COMPLETION OF FIELD TESTS. 12. A SO/LS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING ADHERENCE TO RECOMMENDA T/ONS OUTI_/NED IN 11-/E SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER 11-/E DIRECTION OF A PROFESSIONAL ENGINEER OF 11-/E STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE Wl11-1 THE CITY OF CARLSBAD STANDARD SPEC/FICA TIONS AND 11-/E • EAR11-/WORK SPEC/FICA TIONS • ATTACHED TO 11-/E PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPAC110N REPORTS WILL BE SUBMITTED TO 11-/E PROJECT INSPECTOR. I 3. A PRfCONSlffl.lCTIDN WUNG SHAil BF Hf( D AT lHf S/7f PRIOR TD lHf BFGJNNING 0£ WORK AND SHAii BF ATTfNQFD BY All RFPRFSfNTAIZVfS RESPONSIBLE FOR CONSTRUCTION, INSPEC110N, SUPERVISION, TES11NG AND ALL 011-/ER ASPFC75 Of lHf WORK 11-/E CONTRACTOR SHALL REQUEST A PRECONSTRUC110N MEETING BY CALLING THE INSPEC110N LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. 11-/E CONTRACTOR WILL 11-/EN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND 11ME FOR THE PRECONSTRUC110N MEE11NG. APPR0\1£D DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 11-/E GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. All INSPFCIZQN RFDlJFSZS QlHfR THAN FOR PRFCONSTRIJCIZQN MEfIZNG WII l BF MAQF BY CAil iNG THE ENGINEERING 24 HQJIR !NSPFCIZQN RFQl.1£ST l INF AT (Z6Ql 4,38-,3891, INSP[CTION R£QUEST MUST BF RECEIVED PRIOR TO 2: OD P.M-ON 11-/E DAY BEFORE 11-/E INSPEC110N /S NEEDED. INSPECTIONS WILL BE MADE 11-/E NEXT WORK DAY UNLESS YOU REQUEST 011-/ERWISE. REQUESTS MADE AFTER 2: DO P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT 11-/ROUGH 11-/E 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 HEAL11-1 STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR 011-/ER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM 11-/E HAZARD OF CAVING GROUND DURING 11-/E EXCAVA 110N OF SUCH TRENCH OR TRENCHES OR DURING 11-/E PIPE INSTALLA 110N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES Fl\/£ FEET (5') DR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA TIDN. IF lHf PLAN VARIES FROM lHf SHORING S)'.SJEM STANDARDS ESTABLISHED BY 11-/E CONSTRUCTION SAFETY ORDERS, T/TI_E 8 CALIFORNIA AQMINISTRAV\1£ CODE. TH£ PLAN SHALL BE PREPARED BY A REGJSJERED ENGINEER AT TH£ CONTRACTORS EXPENSE, A COPY OF 11-IE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO 11-/E INSPECTOR PRIOR TO EXCAVA110N. 17. NO BLA511NG SHALL BE PERFORMED UN11L A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM 11-/E CITY OF CARLSBAD. SUBMIT APPLICA 110N FOR BLA511NG PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA 110NS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED Wl11-1/N ANY WORK AREA DURING CONSTRUCTION, OPERAnDNS mu, CEASE IMMEQIAJELY. AND 11-IE PERMITTEE WILL N011FY THE CITY ENGINEER. OPERA 110N5 WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERA 110NS CONDUCTED ON 11-/E SITE OR ADJACENT 11-/ERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS. EARTHMOVING EQUIPMENT, CONSTRUC110N EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO 11-/E PERIOD BETWEEN 7:00 A.M. AND 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EAR11-/MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT 11-/E ENGINEERING DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 11-/E CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BF RESPONSIBLE FOR ANY QERRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 110N. 22. BRUSH SHALL BE REMOVED ONLY WITHIN 11-/E AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 2J. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 11NG IN 11-/E PONDING OF WATER /5 NOT PERMITTED. ALL EAR11-/EN SWALES AND DITCHES SHALL HA \1£ A MINIMUM ONE PERCENT SLOPE. 24. 11-/ESE PLANS ARE SUBJECT TO A SIGNED AND APPR0\1£D SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY 11-/E CITY ENGINEER OR AS DIRECTED BY 11-/E PROJECT INSPECTOR. 25. 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 CONDl110N. ALL STONES, ROOTS OR 011-/ER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY 11-/E CITY ENGINEER. 26. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED Wl11-1/N TEN (10) DAYS OF 11-/E TIME WHEN EACH SLOPE /S BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY 11-/E CITY OF CARLSBAD LANDSCAPE MANUAL, 11-/E LANDSCAPING PLANS FOR 11-1/S PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY 11-/E CITY ENGINEER OR PLANNING DIRECTOR. I{: \Civi/ ,I'J\1J69\0W~\PCP\ L36:J-P(;P-01.dwg /,Anr OR, ?0/1 -0: 14r:r,'l 28. THE OWNER/APPLICANT SHALL INSURE 11-/AT ALL CONTRACTORS SHALL COORDINATE 11-/E WORK OF 11-/ESE GRADING PLANS ltl11-1 11-/A T SHOWN ON BOTH 11-/E LANDSCAPE AND /RR/GA 110N PLANS AND 11-/E IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL 11ME REQUIREMENTS. 29. 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 SO/LS. IN 011-/ER AREAS 11-/E PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY 11-/E CITY ENGINEER. JO. 11-/E CONTRACTOR SHALL VERIFY 11-/E LOCA 110N OF ALL EXISTING FACILl11ES ( ABOVE GROUND AND UNDER GROUND ) Wl11-1/N THE PROJECT SITE SUFFICIENTI. Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT 11-/E ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. JI. THE CONTRACTOR SHALL NOTIFY AFFECTED U11LITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 11-/EIR FACILl11ES AND SHALL COORDINATE 11-/E WORK 119TH A COMPANY REPRESENTA 11VE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E ~800)411-7343 AT&T 619)237-2787 SPECTRUM CABLE 800)227-2600 COX COMMUNICATIONS 619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 32. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROU EQ GRADING 11-IE APPLICANT HIRES A CIVIL ENGINEER, SO/LS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL 11-/E WORK IN PROGRESS {15.16.120 A.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO COMPLETION Of GRADING WORK THE FOLLOIWNG REPORTS MUST BE SUBMITTED TO 11-/E CITY ENGINEER VIA THE PROJECT INSPECTOR PER SEC110N 15.16.120 OF 11-/E CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN11NG AND IRRIGA 110N ARE INSTALLED IN CONFORMANCE Wl11-1 CITY CODE AND 11-/E APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM 11-/E SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACl11ES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF 11-/E SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER 11-/AT THE GRADING WAS DONE IN ACCORDANCE Wf11-1 THE REQUIREMENTS AND RECOMMENDA 110NS OUTI_INED IN 11-/E PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS 11-/ERETO. ( 4) REPORT Wl11-1 AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 11-/E CITY. (5) PERMANENT STRUCTURAL BMP INSTALLA110N CER11FICATE. (6) PERMITTED WALL FINAL INSPECTION REPORT. JJ. UNLESS A GRADING PERMIT FOR 11-/IS PROJECT IS ISSUED Wl11-1/N ONE (1) YEAR AFTER 11-/E CITY ENGINEER'S APPROVAL, 11-/ESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY 11-1/S PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA TISFAC110N OF THE CITY ENGINEER. -DECLARATION OF RESPONSmLE CHARGE-/ HEREBY DECLARE THAT I AM 11-/E ENGINEER OF WORK FDR 11-1/S PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE 0\1£R 11-/E DESIGN OF 11-/E PROJECT AS DEFINED IN SEC110N 6703 OF 11-/E BUSINESS AND PROFESSIONS CODE, AND THAT 11-/E DESIGN IS CONSISTENT Wl11-1 CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA T/ONS BY 11-/E CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIU11ES FOR PROJECT DESIGN. FIRM: BHA INC. ADDRESS: 5115 A VEN/DA ENCINAS, SUITE L CITY, STA TE: CARLSBAD CA TELEPHONE: (760)931-8700 RONALD L. BOLLOW.lY NO. 29271 CIVU. FO: BY: '1<«::::--~'foiZowA y DA TE: OJ-04-21 R.C.E. N0.:__,2=9 ... 2.,__71.__ ___________ _ REGISTRA 110N EXP/RAT/ON DA TE: __,0.,3c..-.,.3,._1-_.2a.c1 ____ _ SOILS ENGINEER'S CERTIFICATE I, VITHA YA SINGHANET , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND S1UDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF FEBRUARY 11 , 2016 AND AUGUST 20 , 2018 • TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS S1UDY, WITH MY RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. COAST GEOTECHNICAL P.O. BOX 230163 ENCINITAS, CA 92023 (858} 755-8622 s ~'\~ '£ 782 "' ., ... '°o e,~ "•c11t1' o, Cl>\; SIGNED: G.E./P.E. NO.: SIGNED: NO.: VITHA YA SINGHANET 782 UC. EXP. DATE: 12-31-21 J;/dd~ MARK BURWELL 2109 UC. EXP. DATE: 5-31-22 SB URI,~ 2109 CERTIFIED ENGINEERING GEOLOGIST Op CA\; OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING AC11VITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULA TED SWPPP, I (WE2 ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WfLL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. THE /ANNI LIVING TRUST DA TED SEPTEMBER 15, 2011 MICHAEL JASON /ANNI, TRUSTEE OF DATE /ANNI UV/NG TRUST DATED SEPTEMBER 15, 2011 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON 11-/ESE PLANS WAS GENERATED BY AERIAL PHOTOGRAPHY ME11-/0DS FROM INFORMA 110N GA 11-/ERED ON OCTOBER 13, 2015 BY INLAND AERIAL SURVEYS, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 110NAL MAP ACCURACY STANDARDS. PROJECT LOCATION 11-1/S PROJECT IS LOCATED Wl11-1/N ASSESSORS PARCEL NUMBER(S) 204-232-12 11-/E CALIFORNIA COORDINATE INDEX OF 11-/IS PROJECT IS: N 2 000 500 E__,6..,2.,2s,,5,..0,e:O,,_O ______ _ i ~ <51 ~ ' I ,, ---------------I {' cl' C ,, WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUC110N OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACIU11E5, EROSION CONTROL FACIU11ES, AND PLAN11NG OF PERMANENT LANDSCAPING AND PREPARA110N OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 11-1/S SET OF PLANS AND THE CITY STANDARDS, SPEC/FICA 110NS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. ,Jli , I u, ll=,.j_J l I THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOIWNG DOCUMENTS, CURRENT AT THE 11ME OF CONSTRUCTION, AS DIRECTED BY 11-/E CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. 11-1/S SET OF PLANS 4. RESOLU110N NO. 7368 DA TED JUNE 3, 2020 1 / 5. 11-/E STANDARD SPEC/FICA 110NS FOR PUBLIC WORKS CONSTRUC110N (GREEN BOOK). ! , i 6. SOILS REPORT AND RECOMMENDA110NS BY COAST GEOTECHNICAL DA TED FEBRUARY 11. 2016 AND AUGUST 20. 2018 \ 7. 11-/E SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY 11-/E CITY OF CARLSBAD STANDARDS. B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDl110NS DA TED JUNE 3 2020 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED JUNE 3. 2020 ;:; ~ ~~,--_,__ ~~CARI:S.liALJBOlfI.EVAfl4, KEYMAP 10. 11ER II STORM WATER POLLUTION PREVEN110N PLAN PER 11-1/S PLAN 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY NIA DATED __,_N!L~.!:!.,1 __ SCALE: 1• = 50' 12. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUC110N SITE BMP MANUAL. 1 2 3 4 5 () )> Al r-\Qi )> 0 SHEET INDEX nTLE SHEET NTS EXISnNG COND/110NS/UEMO PLAN GRADING PLAN DESIGN nER 2 SWPPP COVER nER 2 SWPP EROSION CONTROL LEGAL DESCRIPTION I (J, LOT P IN BLOCK 2 OF PALISADES HEIGHT.S, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1777, FILED IN THE omcE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JANUARY 11, 1924. PROJECT ADDRESS ASSESSOR'S PARCEL NUMBER 3648 CARLSBAD BOULEVARD CARLSBAD, CA 92008 OWNER/DEVELOPER 204-232-12 MICHAEL JASON /ANNI, AND SHAUNA L. /ANNI, AS TRUSTEES OF 11-/E /ANNI LIVING TRUST DA TED 9-15-2011 2337 CATALINA AVE VISTA, CA 92084 (760) 521-1228 EARTIIW'ORIC QUA1'111'11ES REFERENCE DRAWINGS CUT: ______ IOJ CY FILL: 61 CY IMPORT: 0 EXPORT: 42 CY REMEDIAL:----864 CY BENCH IIARIC DWG 118-9, DWG. 159-9, DWG. 273-8 LEGEND DESCRIPTION DW'G.NO. SYMBOL PROPERTY BOUNDARY EXISTING WOOD FENCE FINISHED FLOOR ELEVA 110N EXISnNG SPOT ELEVATION EXISnNG CONTOUR EXISnNG WATER METER PROPOSED CONCRETE SIDEWALK FF 45.6 X 44.4 n (4" Tl-I/CK REINFORCED W/ /J O 18" O.C.) I· 'I~ I '°' I '.I I : : : : : : : : : : : : : : : : : : : I PERMEABLE PA VERS (PERVIOUS} DETAILS ON SHEET J IMPERVIOUS PA VERS (GROUTED) DETAILS ON SHEET 3 ~ PLANTER Fl.OW 11-/ROUGH PLANTER LOW DEVELOPMENT IMPACT BMP PROPOSED PLANTER/RETAINING WALL PROPOSED BUILDING WALL PROPOSED TYPE C GRA 1//TY WALL PROPOSED CURB PROPOSED CUTOFF WALL PROPOSED Fl.OW PA Tl-I PROPOSED STORM DRAIN PIPE PROPOSED STORM DRAIN BOX W/ GRATE PROPOSED YARD DRAIN PROPOSED SIDEWALK UNDERDRAIN PROPOSED SEWER CLEANOUT PROPOSED 4• SEWER LATERAL PROPOSED 1 • WATER SERVICE W/ FIRE SPRINKLER SYSTEM PROPOSED 1 " /RR/GA 110N SERVICE W/ METER AND BACKFLOW DEVICE TRENCH RESURFACING PROPOSED SPOT ELEVATION TOP OF WALL FINISH GRADE EXISnNG OVER-HEAD UTIUTY EXISTING WATER UNE EXISnNG SEWER LINE E ~ SDRSD C-03 • -SDRSD C-09 SDRSD C-27 ■ ■ ■ ■ ■-■--■--■ SD ----IIIlI)e----CCSD S-7 ------,n----CCSD S-7 ---@ CMIID W-3A --~@ CMIID W-3 ----17\ CMIID W-20 \..!.I f!i~2l5cl!27 KXXX>00 50.0 51.5 TW 48.0 FG ---OH ---___ (\//)---___ (S) ---STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORMWA TER REQUIREMENTS 11-/A T APPLY: EXEMPT FROM HYDROMOD/FICA 110N? QUANTITY 177 SF 1,322 SF 1,220 SF 560 SF 215 LF 110 LF 316 LF 140 LF 2 EA 2 EA 8 EA 1 EA 1 EA 2 EA 1 EA 229 SF THE BENCHMARK FOR THIS SURVEY IS 11-/E SAN DIEGO COUNTY MONUMENT oc 155, WHICH IS A STANDARD BRASS DISK STAMPED ·oc 155 1968" SET IN THE TOP OF A CONCRETE RAILROAD SIGNAL BASE AT 11-/E WESTERLY CORNER. LOCATED 0.55 Ml NORTH ALONG CARLSBAD BL VD. FROM 11-/E INTERSECTION Wl11-1 CARLSBAD VILLAGE DRIVE, 11-/ENCE 0.05M/ WEST ALONG A DIRT ROAD TO THE ATCHISON TOPEKA AND SANTA FE RAILROAD, BENCHMARK IS 0.10 Ml FROM THE CARLSBAD BLVD. BRIDGE OVER 11-/E ~ STANDARD STORMWATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS ~ YES (SEE SIWP FOR DOCUMENTA 110N) NO RAILROAD. ELEVA 110N IS 20.044', BASED ON NGVD 29, ADJUSTED BY NA 110NAL GEODETIC SURVEY, APRIL 1980. bl-lA,lnc I la11al pla1111l11g, C lvll engineering, $U1Veylng 5115 AVENIDA ENC SUITE "L" CARLSBAD, CA. 92 (76D) 931-87D0 INAS 0D8-4387 DATE INITIAL ENGINEER OF WORK /1\ REVISION DESCRIPTION TYPE DESCRIPTION OllNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BF-I FLOW THROUGH PRIVATE PLANTER N/A 3 ANNUALLY TOTAL LOT AREA 6,892 SF (0.16 AC) II AS BUILT" TOTAL DISTURBED AREA = 6,892 SF (0.16 AC} (THIS AREA INCLUDES BUT IS NOT UM/TED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION RCE EXP, DATE WORKER FOOT TRAmc. SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS} REVIEWED BY, TOTAL REPLACED IMPERVIOUS AREA = 2.875 SF (0.07 AC) TOTAL PROPOSED IMPERVIOUS AREA -4.824 SF (0.11 AC) INSPECTOR DATE I SHIET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: BREAKERS VIEW BEACH HOMES PUD2018-0006 11TI_E SHEET SDP2018-0006 CDP2018-0033 GR2020-0027 V2018 0004 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30122 DATE DWN BY: A PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY: ~ , ' OTHER APPROVAL CITY APPROVAL RVWD BY: ~ / , MS 2018-0006 DWG 527-4A DocuSign Envelope ID: 2EB34493-AD2B-41DB-9BAC-651D0A01A8244/20/2021 0 \ \ \ ◊ 0 \ \ 'x ' ' ' ' ' ' ' ,7 ' ' \\ \ ' \ \\<> \ \\ ' ' • ' ' ' ' \ \ ' ' ' \ ' ' ' ' \ ' ' ' ' ' X 4>Z ' ' ' \ \\ \' ' ' ' ' ' ' ' ' ' ' ' \ \ \A ' \ \ EASEMENT NOTES ' ' ' ' ' ''x ' ' ' ' ' ' ' ' 8,6 \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '\\ \ \ \ \ \ \ \ \ \ \/\ v\ 1/ 0 \ \ • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '\ ' ' '\,x �8, 7' \ \ \ \ \ X 47\J \\ \ ' ' ' ' ' ' \ \ ' ' ' ' ' ' ' ' ' \ \ \ ' ' ' ' \\ \ \ ' \ \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' @ SDG&E PUBLIC UTILITIES EASEMENT RECORDED ON JANUARY 3, 1934 IN BOOK 264, PAGE 182 OF OFFICIAL RECORDS. {NOT PLOTTABLE) @ SDG&E PUBLIC UTILITIES EASEMENT BOOK 3870, PAGE 105 RECORDED ON NOVEMBER 21, 1950, ADJACENT TO THE NE LINE OF LOT •p� NO 'MOTH SPECIFIED @ A 15' PRIVATE ROAD EASEMENT RECORDED ON JULY 7, 1952 DOC. NO. 81534, BOOK 4516 PAGE 314 OF OFFICIAL RECORDS. (v SDG&E PUBLIC UTILITIES EASEMENT RECORDED ON AUGUST 25, 1982 DOC. NO. 82-263033 OF OFFICIAL RECORDS. EXISTING CONSTRAINTS THE SUBJECT PROPERTY IS 100% DISTURBED. K: \Civil 30\1369\DWG\PGP\ /369-PGP-02.dwg Mar 08, 202/ -9: /9am MH 0 \\ \ ' ' ' ' ' ' ' ' ' ' 'X ' ' ' ' ' ' ' ' ' ,6 /, /, / / /' < � \ /4'6· \ \ \ \ \ \\ \ \ ) / / / / / / / 0 0 \, \' ' ' ' ' ' ' ' ' ' ' ' ' ' '• ' ' ' ' 10 5 ' ' ' '\, \' ' ' \\ o 10 20 SCALE: 1" = 10' \ \ 30 \ \ 0 / b�A,lnc. / / / land planning, cMI enginee�ng, surveying: 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92DD8-4387 (760) 931-8700 RCE NO. 29271 EXP. 3/31/21 03-04-21 / / "\_,,✓ 1�232�10 /l'\ DATE INITIAL ENGINEER OF WORK \ \ \ \ \ 2r-/�232�09 ..--_--20• BLIC UTILITY AND ACCES ALLEY DEDICATED AND AC PTED ON PARCEL P 13938 /0 0 / X 52,9 / / / / / / / / / �-1/ II AS BUIL T 111/ A,,--n \ 1/ /1 \ 1/ / )\.J "' RCE EXP. DATE REVIEI.IED BY1 , INSPECTOR DATE I SH2ET I CITY OF CARLSBAD I SH5TS IENGINEERING DEPARTMENT GRADING PLANS FOR: BREAKERS VIEW BEACH HOMES PUD2018-0006 EXISTING CONDITIONS/DEMO PLA!5DP2018-0006 CDP201 B-0033 GR2020-0027 V2018-0004 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE DWN BY: AV PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MS 2018-0006 DWG 527-4A OBS, ,,>( \ \ \ MH\ 'o \ ' \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \, \ \\ \ \, \ \\ \ \, \ \, \ 48, 7 \ \ \, \ \\ \ \, \ ' \\ \ \\ \ \\ \ \\ \ \, \ \, \ \\ \ \\ \ \\ \ \, \ \\ \ \, \ \\ \ \, \ \, \ \\ \ x 48, 7 \ \ ' \ \ \, ',,, \ \\ ' \ \ \ ' \ \, 0 \ 0o \\ ¼\ \\ ~\ \ ~\\ ~ \\ ~~\\;, \, ~\ \ 'o/ ~\ ' \ \\ "'e:\ \, \ \ ,'....J \ \ \ ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\~~ \\ ~'~ ~ \\ <\' \\ \\ l\; \ \ \ \ \, \ \ \ \ \ \ \ \, \ \\ \ \ \ \ \ \ \ \ \ ' ' ' \ RON~. HOLLOoa ' NO. 29271 C'!Vl\. ~ OF Cl( RONAITT. HOLLO - \ 1/ ,✓-: « 0 BS, I \ I / / \ 1/ / Hill 1/ \ \ 1/ II \ \ 1/ 1/ 1/ I DocuSign Envelope ID: 2EB34493-AD2B-41DB-9BAC-651D0A01A824 4/20/2021 VARIES 5.3' MIN. 1.0' 0.8' 3.5' MIN. PROPOSED 6' HIGH FENCE PROPOSED 6' FENCE WITH WOOD OR METAL SLATS IMPERVIOUS PA VERS BY SEPARATE PLAN. SEE TW PER PLAN FENCE POST CONNECTION ----<I� VARIES )FL (2% MIN. DETAIL. r J=-W<""v�s;=:szz:J... \- ��� H EXIST. GROUND ------ • l 11· � I Ill < �111 ·, ':. I 2· OF SAND PER�] •;· . . . �GEO TECHNICAL .. GF.. _ -·• ..--. _4_. TW r1-1/2" SQ. METAL TUBING POSTAT 6' OC WELDED TO A 3"X3"X3/16"BASEPLATE WITH {4)-4"X3/8"WEDGE ANCHORS INTO CONCRETETYPE C GRAVITY WALL If_ 1.0' 34.0' -i 6" 12" CURB PROPOSED PERMEABLE ' . PA VERS PER DTL. THIS SHT. FLOWLINE OF SWALE VARIES 1% MIN VARIES (1% MIN) ·· is I>•. !--CONCRETE CUTOFF WALL.--,..._ PROPOSED IMPERVIOUS PAVERS I 2" OF ASTM NO. 8 BEDDING COURSE/CHOKE STONE R/W VARIES, I • 51.5 TW 50.34 FG APPLICABLE STANDARD PROJECT SOURCE CONTROL AND SITE DESIGN BMPs SC-1 PREVENTION OF ILLICIT DI SCHARGES. SC-2 STORM DRAIN STENCILING OR SIGNAGE. SC-6 ADDITIONAL BMPs FOR POTENTIAL RUNOFF POLLUTANTS SD-J MINIMIZE IMPER VIGUS AREA. SD-5 IMPERVIOUS AREA DISPERSION. SD-6 RUNOFF COLLECTION. SD-7 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES. RECOMMENDATIONS BW PROPOSED TYPE C GRAVITY WALL ;Yi ' :"" . .Ti.JJ . -•, · .• L�· •.. �·-·� ..PROPOSED TYPE C GRA VI TY WALL I • I PER GEOTECHNICAL � 1-" 7 RECOMMENDATION - � I ' • I SEE PLAN THIS SHEET. ½ 12" OF ASTM NO. 57 STONE BASE COURSE i��'.EBE��a��i ...____ 12· oF 95% "' VARIES "' -L'_J SECTION A-A BW 20.0' NOT TO SCALE FENCE CONNECTION DETAIL SECTIONB-B NOT TO SCALE VARIES 5.3' MIN. 3.5' MIN. 0.8' 1.0' .. 3 1/8" PICP .•. NOT TO SCALE 2" OF ASTM NO. 8 BEDDING GP IMPERVIOUS PA VERS ,, PER PLAN v'ARIES (2% MIN.) TW FL L-+--PROPOSED 6' HIGH FENCE WITH WOOD OR METAL SLATS BY SEPARATE PLAN. SEE FENCE POST CONNECTION DETAIL. , . • ..•_ ,' .. -�.:.+J.+COURSE/CHOKE STONE / •• I 12" OF ASTM NO. 57 ' ' ' . . f!!l ·' t H EXIST. GROUND 2" OF SAND PER fjfj •··.•·11,--------GEOTECHNICAL "" · �. . . . RECOMMENDATIONS .,f--"'-'"...._,_ _ __._ PROPOSED TYPE C GRAVITY WALL BW SECTIONC-C NOT TO SCALE �TOFF WALLS PER'----­/ /1/giOTECNICAL RECOMMENDATION. ' ' ' ' ' ' ' ' ' SEE COAST GEOTECHNICAL REPORT W.O. P-6541115 DA TED 7-25-16 & 8-2 1--::8�i!J 50.50 TG / "'--0 ' /"CUTOFF WALL PLAN 1" = 20' PROPOSED-­STRUCTURE FOOTING " STONE BASE COURSE ·.·· ,1 12" -. .. s_:-·'I ' • · •·I I I I I II I I 1!!!111!!!111!!!111!!!111!!!ITTJ!li11!!!111!!!111!!!111!!!1 I I I . ' • . . ·1 CONCRETE SLURRY CUTOFF WALL � • I 11 -w-w-w-w-w-111-w-w-w-w-1 · I3' MIN. BELOW PROPOSED · ·:· • 111 11 1111�m::!m::!m::!m::!m.!:m::!m::!m::!m1111 · ·:·.·1 ., STRUCTURE SHALL BE SAME ., · . •, I l=clllk111=111=111=111=111311=111=111=111=111 · WIDTH AS DESIGNED STRUCTURE -+---r:-' ,.� . ..,._,~. t---'-:;...rFOO TING. -: ' · 12" OF 95% COMPACTED SUBGRADE .. .• PA VER DESIGN PER COAST I· . ·. ,I GEO TECHNICAL REPORT 1 • :: '. I DATED 7-25-16 & 8-20-18 L: .; ��- PERMEABLE PA VER DETAIL NOT TO SCALE \ 6" THICK CONCRETE SLURRY CUTOFF WALL 3' MIN. BELOW PAVEMENT SECTION NOTE: \ \ \ \ \ \\ ,.._,.a CONTRACTOR SHALL OBTAIN A CITY RIGHT-OF-WAY PERMIT PRIOR TO ANY WORK DONE IN THE CITY'S \'{)i RIGHT-OF-WAY. i\ \ '----- �\ \ ·0,>\\ • \\ \Vc \\\ � \� . , ½-\ \ '.7 \ ,2,..--'-,:--- ' ' ' ' ' '' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ \ ) // / / / / / 24"X24" BROOKS PCC CA TCH BASIN W/ GRATED INLET DEEP ROOTEO, DENSE, DROUGHT TOLERANT PLANTING SUITABLE 2" MULCH 42" MAX. HEIGHT FOR WELL DRAINED SOIL 30 ML IMPERMEABLE LINER•• ON VERTICAL WALLS AND BOTTOM, PER SOILS REPORT EXISTING SIDEWALK 3 ~ 4" PVC WITH 3" PVC REDUCER SIDEWALK UNDERDRAIN SIDEWALK UNDERDRAIN CARLSBAD BLVD. R/W 51.5 TW LOW DEVELOPMENT IMPACT BMP NOT TO SCALE ••30 MIL LINER NOTE: 30-MIL IMPERMEABLE LINER FOR BIORETENTION CONFORM TOTHE FOLLOWING SPECIF/CA TJONS: SPECIFIC GRAVITY (ASTM D792): 1.2 (G/CC, MIN.);TENSILE {ASTM D882): 73 {LB/IN-WIDTH, MIN); ELONGATION AT BREAK {ASTM D882):380 (%, MIN); MODULUS {ASTM 0882): 30 {LB/IN-WIDTH, MIN.); AND TEAR smENGTH{ASTM D1004): 8 {LB/IN, MIN}; SEAM SHEAR STRENGTH {ASTM D882) 58.4 (LB/IN,MIN); SEAM PEEL STRENGTH (ASTM DB82) 15 (LB/IN, IN). SEE COLORADO LINING INTERNATIONAL PVC 30HTTP: 1/WWWCOLORADOLINING.COM/?RODUCT.S(PVC.PDF) OR APPROVED EQUAL. K: \Civil 30\1369\DWG\PGP\ 1369-PGP-03.dwg Apr 20, 2021 -8: 42om EASEMENT NOTES @ SDG&E PUBLIC UTILITIES EASEMENT RECORDED ON JANUARY 3, 1934 IN BOOK 264, PAGE 182 OF omCIAL RECORDS. (NOT PLOTTABLE) @ SDG&E PUBLIC UTILITIES EASEMENT BOOK 3870, PAGE 105 RECORDED ON NOVEMBER 21, 1950, ADJACENT TO THE NE LINE OF LOT •p•, NO WIDTH SPECIFIED @ A 15' PRIVATE ROAD EASEMENT RECORDED ON JULY 7, 1952 DOC. NO. 81534,BOOK 4516 PAGE 314 OF OFFICIAL RECORDS. (J) SDG&E PUBLIC UTILITIES EASEMENT RECORDED ON AUGUST 25, 1982 DOC. NO. 82-263033 OF OFFICIAL RECORDS. COMPACTED SUBGRADE 7 ,_ "_1 11 ... m .. m m m m�\ TYPICAL RAISED PLANT!iP/' 10 49.40 FS 48.90 FS 0.5' STEP (UNLINED) NOT TO SCALE PROPOSED 6" CONCRETE CURB 49.09 FG} 48.80 TC 48.30 Fi48.80 FG) ' \ Q)SDG&E PUBLIC UTILITIES EMENT RECORDED "'--.l!�;::;;;::ON AUGUST 25, 1982 C. NO. 82-263033 �4FL} 47.32B]\ OF OFFICIAL RECORD . PROPOSED ENCROACHMENT EEMENT FOR PERMEABLE PAVERS WITHIN DG&E EASEMENT. ...----r-20' BLIC UTILITY AND ACCES ALLEY DEDICATED AND AC EPTED ON PARCEL P 13938 7� y y\ �"D � �� \ \ 49.50 FF � �----¥ \\ D.5' STE.49.40 FS48.90 FS49.29 TG 47.58 IE 51.50 TW 49.50 FS 46.83 TF " ---lf--�PROPOSED 5 0 FOR PERMEA RIGHT-OF-WAY 10 20 --- \ 30 I-IA, Inc. land planning, civil engineering, $U1Veying 5115 AVENIDA ENCINASSUITE "L" CARLSBAD, CA. 92008-4387(760) 931-8700 OJ-04-21 EXP. 3 31 '21 � NOTES: 1)ROOF DRAINS TO FLOW-THROUGH PLANTER.2)LANDSCAPING, PERMEABLE AND IMPERVIOUS SUFRACEAREAS DRAIN TO CARLSBAD BOULEVARD AND REARALLEY.3)ROOF SYSTEM TO INCORPORATE A SYSTEM TD CAPTURETHE FIRST WASH/OFF OF SEDIMENT, DEBRIS DURING ARAINFALL EVENT.4)ALL WALLS/FENCES SHALL NOT EXCEED 42" IN THE FRONTYARD SETBACK OR 6' TO THE REAR OF THE FRONT YARDAS MEASURED FROM THE LOWEST ADJACENT GRADE. BUILT" RCE __ _ EXP. ___ _ DATE REVIE\,/ED BY• INSPECTOR DATE l---+-+-----------+------1r----t-----t------i I SH 3 EET I CITY OF CARLSBAD I SH 5 EETS IENGINEERING DEPARTMENT �G::::R :::: AD:::I::N:;G ..'::: P::LANS;::::;:;:::FO;;:;R:�· ::::::::::::::::=:::::::::::::::::::::::::::::::::=::::'...:===:1----+--1------------+--+----+---t-----1 BREAKERS VIEW BEACH HOM ESPUD2018-0006SDP2018-0006CDP2018-0033l-----l--+----------------t----t-----1t-----t-----i ::;G::::R�20�2�0 == -0�0=2=7 =========;=;==:c;=;V;=2=;0�18;";-�0 :;; 00�4 APPROVED: JASON S. GELDERT DAlE INITIAL 1 DAlE INITIAL DA 1E INITIAL ENGINEERING MANAGER PE 63912 EXPIRES 9 30 22 PROJECT NO. DATE --- -REVISION DESCRIPTION DWN BY: -"'-'--­CHKD BY: MS 2018-0006 DRAWING NO. DWG 527-4ASCALE: 1" = 10' ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: \_ I I I _/L PVC PIPE SLEEVE-MIN. ON SIZE LARGER THAN PIPE DIA. 3" PVC EXISTING ANO PROPOSED SEWEHIPE LATERALS SHALL BE A MINIMUM 47.53 IE ouT--,,, 47.55 IE IN-~ 51.5 TW • 18" ENGINEERED SOIL MIX* 2" PEA GRAVEL VARIES 10" GRAVEL I 4683 Tf \ . /· - . ' -- ·: ::.: "i .~-.·• \ ~--;--r-c:;-;:-::;--,,:--'l\:•[""--5" THICK CONCRETE SLURRY CUTOFF WALL 3' MIN_._.,_ I BELOW PAVEMENT SECTION IN i J 5• PERFORA TEO PVC PIPE W/ MIN. 3" 47. 83 IE I I J AGGREGATE BELOW OUT __l_t..J PLACE PIPE WITH PERFORATIONS AT THE INVERT OF 5 FT BELOW GRADE AT PROPERTY LINE. EXISTING SEWER LATERAL ----------% MIN. 12" MIN. LOCATION & INVERT TO BE FIELD VERIFIED ~[=====~=2=================}, ===]0 *ENGINEERED SOIL MIX SHALL PROVIDE A MINIMUM SUSTAINED IN.FILTRATION RA TE OF 5"/HR. MIX SHALL BE SANDY LOAM TOP SOIL CONSISTING OF 50% SANO, 30% PLANTING SOIL, 20% SHREDDED HARDWOOD MULCH. TYPICAL FLOW THROUGH PLANTER OUTLET DETAIL ' . ' .. ; ·. '-· \ \ 'rP ~- -<> 1rP ~¾~9a '&,"\<> -YL~ 0 ._,o> d' ~~Ul ~ ...., . ~ .. ~ ,.. ~ ~- ,.. < ;,.c:...--4" PVC 2.0% MIN. \ \ ENT AGREEMENT 'RS WITHIN £2021-0003 VARIES ( __ ......- 49.55 TC 49.55 EG} .05 FS \ .1 I RONALD L. HOLLOWAY NO. 29271 ClVl\. \ .f II AS I--------'--_____...._ ~-....:¥-L::~~~I -~l~I ~ DocuSign Envelope ID: 2EB34493-AD2B-41DB-9BAC-651D0A01A824 4/20/2021 Michael Jason IanniDigitally signed by Michael Jason Ianni Date: 2021.03.10 17:56:17 -08'00'TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WAIBR POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREUENTS TH£ FOil.OWiNG GENERAL SIT£ MANAGEMENT REQUIREMENTS SHALL 8£ ADHERED TO THROUGHOUT TH£ DURAnON OF TH£ CONSTRUCnON WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT;_· _ __,_R.,.A_..J£. .. SH"-'-'PA""l£J""'L~-A T (TEL.NO.} (760) JI0-0358 2. DEv1CES SHOWN ON CITY APPROVED PLANS SHALL NOT 8£ MOVED OR MOD/RED WITHOUT TH£ APPROVAL OF TH£ £NG/N££RING INSPECTOR. J. TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL D£v1CES TO WORKING ORDER TO TH£ SAnSFACnON OF TH£ CITY £NG/NEER AFTER EACH RUN-OFF PRODUCING RAINFALL 4. TH£ CONTRACTOR SHALL INSTALJ. ADDtnONAL £ROS/ON CONTROL MEASURES AS MAY 8£ REQUIRED BY TH£ CITY £NG/NEER DU£ TO UNCOMPLETED GRADING OPERA nONs OR UNFORSE£N CIRCUMSTANCES WHICH MAY ARIS£. 5. TH£ CONTRACTOR SHALL 8£ R£SPONS/BL£ AND SHALJ. TAK£ NECESSARY PR£CAUnONs TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WAmi'S CREATE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. Z ALL REMOVABLE PROT£CnV£ DEVICES SHALL 8£ IN PLACE AT TH£ £ND OF EACH WORKING DAY WHEN RV£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE. 9. ALJ. EXPOSED DISTURBED AREAS MUST HA V£ £ROS/ON PROT£CnON BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BU/WING PADS. UNFINISHED ROADS. AND SLOPES. 10. ADEQUA T£ PERIMETER PROT£CnON BMPs MUST BE INSTALLED AND MAINTAINED AND WILL 8£ UPGRADED, IF NECESSARY, TO PROv1D£ sumct£NT PROT£CnON FROM RUNOFF DURING RAIN £VENTS. 11. ADEQUA T£ SEDIMENT CONTROL 8/tlPs ltlUST BE INSTALLED AND MAINTAINED. 12. ADEQUA T£ BMPs TO CONTROi. OFFS/TE SED/ltl£NT TRACKING MUST 8£ INSTALJ.£0 AND MAINTAINED. IJ. A MIN/MU/ti OF 125:C OF TH£ ltlA mi'IAL N££D£D TOO INSTALL STANDBY BMPs TO PROTECT TH£ EXPOSED AREAS FROM £ROS/ON AND PREVENT SEDIMENT DISCHARGES. MUST 8£ STORED ONS/7£. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA nON OR ESTABLISHED V£GETA nON STAB/LIZA TION BMPs AR£ NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. TH£ OW/'1£R/D£V£LOPER/CONTRACTOR MUST FOil.OW "WEATHER TRIGGERED" ACnON PLAN AND 8£ ABLE TO DEPLOY STANDBY BMPs TO PROTECT TH£ EXPOSED PORnONs OF TH£ SIT£ It/THIN 48 HOURS OF A PREDICTED STOR!tl EVENT (A PREDICTED STOR!tl £VENT IS D£FJNED AS A 40/r CHANCE OF RAIN WITHIN A 5-DA Y NA nONAL llf'A THER SERVICE FORECAST}. ON REQUEST, TH£ OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR 1/EGETA nON EROSION CONTROL BMPs ltlUST COMltlENCE AS SOON AS SLOPES ARE COMPLETED. TH£ OWNER/D£V£LOP£R/CONTRACTOR MAY NOT RELY ON TH£ ABILITY TO DEPLOY STANDBY 8/tlP MA T£RIALS TO PREVENT EROSION OF 51..0PES THAT HA V£ BEEN COMPLETED. 16. TH£ AREA THAT CAN 8£ a£AR£D, GRADED, AND L£FT EXPOSED AT ON£ nu£ JS LIMITED TO TH£ AMOUNT OF ACREAGE THAT TH£ CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES. GRADING SHOUW BE PHASED. IT ltlA Y 8£ NECESSARY TO DEPLOY £ROS/ON AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT AR£ NOT ACnV£LY 8£/NG WORKED BEFORE ADDtnONAL GRADING JS ALLOWED TO PROCEED, AT TH£ DISCRETION OF TH£ CITY INSPECTOR. 1Z ALJ. DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACnVELY GRADED MUST 8£ FIJLJ.Y PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP ltlA T£R/ALS IN A PROMPT MANNER IS JJI}I sumCl£NT. BMPs NEED TO 8£ INSTALLED IN THESE AREAS. 18. BMPs ltlUST BE STOCKPILED AT VARIOUS LOCA nON THROUGHOUT THE PROJECT SIT£ THROUGHOUT TH£ YEAR. WHENEVER THERE IS A 40:C CHANCE OR GR£A mi' OF A RAIN WITHIN A THREE (J) DAY FORECAST, TH£ INSPECTOR It/LL VERIFY THAT BMPs AR£ ADEQUATELY STOCKPILED. BMPs MUST 8£ STOCKPILED AND READY FOR DEPLOYMENT ltH£N THERE IS SOX CHANCE OF RAIN It/THIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COIJW RESULT IN THE ISSUANCE OF A STOP MQRK NQ7/CE OR OTHER ENFORCEMENT ACnON. 19. ALL TR£A TMENT AND £ROS/ON CONTROL BMPs MUST 8£ INSPECTED 11,ffKL Y AND PRIOR TO A FORECAST£D RAIN £VENT OF GREATER THAN 50~ AND AFT£R A RAIN £VENT. IN ADDtnON, TR£A TMENT CONTROL BMPs ltlUST 8£ SERVICED AS NEEDED THROUGHOUT TH£ YEAR. 20. IF S£L£CTED BMP FAILS DURING A RAIN £VENT. IT MUST 8£ REPAIRED OR IMPROVED OR REPLACED IY/TH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. TH£ FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN ltHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFOR£ PUT A MOR£ ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST 8£ TRAINED ON THE IMPORTANCE OF STORM WATER POLLUnON PREVENnON AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT TH£ EXPOSED PORTIONS OF TH£ SIT£ It/THIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40X CHANCE OF RAIN BY TH£ NATIONAL WEA TH£R SERVICE), IN ADDlnON TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND £ROS/ON CONTROi.., TRACKING, NON-STORM WATER CONTROL, WAST£ MANAGEMENT, AND MATERIALS POLJ.UnON CONTROL. THE NA nONAL WEA TH£R S£Rv1CE FORECAST SHALL 8£ MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITAnON IS PREDICTED (40X CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUnON CONTROL PRACnCES SHALL 8£ DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITAnON. THE DEPLOYMENT OF TH£ BMPS SHALL INCLUDE BUT NOT 8£ LIMITED TO GRAIIEL BAGS AND SILT FENCES. A MINIMUM OF 125:C OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT TH£ EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST 8£ STORED ON-SIT£. AREAS THAT HA V£ ALREADY 8£EN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA nON OR ESTABLISHED V£GETAnON STABILIZAnON BMPS AS DETERMINED BY TH£ CITY OF CARLSBAD AR£ NOT CONSIDERED TO BE "EXPOSED" FOR TH£ PURPOSES OF YA THER TRIGGERED ACnON PLAN~ AN AD£OIJA T£ SOURCE OF EOIJIPM£NT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF YA TH£R TRIGGERED BMPS~ V \r' ., ~n• /J60\f)\'/0'P0D' /J60 prp 04 · ,." 11.,/VI, ,),; \, ., 1 •1., \ 1,, \ , ;.,-'.1 -.0\1''] ,\1or OR, ?0?1 -9: ?Jorr; EROSION CONTROL HYDROS£EDING, PLANTING AND /RR/GA nON I. ALL PERMANENT AND TEMPORARY £ROS/ON CONTROL PLANTING AND /RR/GA nON SHALL 8£ INSTALLED AND MAINTAINED AS REOIJIRED IN SECnON 212 OF TH£ STANDARD SPECIF/CA nONs AND TH£ FOLLOWING: A HYDROS£EDING SHALL 8£ APPLIED TO: I ALL SLOPES THAT AR£ GRADED 6: I {HORIZONTAL TO VERnCAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MOR£ IN H£/GHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR ltlOR£ IN H£/GHT. 2 AREAS GRADED FLA Tm? THAN 6: 1 WHEN ANY OF TH£ FOi.LOWiNG CONDtnONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCnON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. ID£NTIF/£D BY THE PARKS AND RECREA nON DIRECTOR AS HIGHLY VISIBLE TO TH£ PUBLIC. c. HA V£ ANY SPECIAL CONDtnON JD£NnFIED BY TH£ CITY £NG/NEER THAT WARRANTS lltlM£DIA T£ TREA TM£NT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH TH£ FOi.LOWiNG CRITERIA: 1 ALL SLOPES THAT AR£ GRADED 6: I OR STEEPER AND THA T ARE: a. THREE TO £/GHT FEET IN HEIGHT SHALL 8£ /RR/GA TED BY HAND WA T£RJNG FROM OIJ/CI( COUPLERS/HOS£ BIBS OR A CONVENTIONAL SYST£ltl OF LOW PRECIPITA nON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREA 1ER THAN 8 FEET IN HEIGHT SHALL 8£ WA T£RED BY A CONV£NnONAL SYSTEM OF LOW PR£C/PITA nON SPRINKLER HEADS PROVIDING IOOX COVERAGE. 2 AREAS SI.OPED LESS THAN 6: 1 SHALL 8£ /RR/GA T£D AS APPROVED BY THE CITY £NG/NEER, PRIOR TO HYDROS£EDING. THE DEVELOPER SHALJ. SUBMIT A PROPOSED SCHEME TO PROv1D£ /RR/GA nON TO TH£ CITY £NG/NEER. TH£ PROPOSAL SHALJ. 8£ SPECIFIC REGARDING TH£ NUMBERS. TYPE. AND COSTS OF TH£ ELEMENT;S OF THE PROPOSED SYSTEM. J /RR/GA nON SHALL ltlAINTAIN THE MOISTURE LEVEL OF TH£ SOIL AT TH£ OPTlltlUM LEVEL FOR THE GRADING OF TH£ HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING.· 1 S£ED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROS£ CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILL£A MILL£FOLIA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW} f. 1/2 lb. PER ACRE IF DIMORPHOLECA 9. ITEMS c, d, e, AND f OF THIS SUBSECnON MAY 8£ OMITTED ON v1S/BLE FROM EITHER A PUBLIC STREET OR R£S/DENnAL STRUCTURES. h. ITEM a OF THIS SIJBSECnON ltlUST BE INOCULATED WITH A NITROGEN RX/NG BACTERIA AND APPLIED DRY £/THER BY DRIWNG OR BROADCAS/NG BEFORE HYDROSEEDING. i. ALL S£ED MA T£RJALS SHALL BE TRANSPORT£0 TO TH£ JOBS/TE IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT OF FOOD AND AGRJCL/LTURE C£RnFICAnON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WEmNG AGENT;S MAY 8£ ADDED TO TH£ HYDROSEED 51..URRY AT THE DISCREnON OF THE CONTRACTOR. 2 TYPE I MULCH APPLIED AT THE RAT£ OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY 8£ suesnTUTED, ltH£N STRAW IS USED, IT MUST 8£ ANCHORED TO THE SLOP£ BY MECHANICAL! Y PUNCHING NO LESS THAN SOX IF THE STRAW INTO TH£ SOIL. J FERnLIZER CONS/SnNG OF AMMONIUM PHOSPHATE SULFATE. 16-20-0 WITH 15X SULPHUR APPLIED AT THE RAT£ OF 500 lbs. PER ACRE. D AREAS TO 8£ HYDROSEEDED SHALL 8£ PREPARED PRIOR TO HYDROS£EDING.· 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA nON OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLA TT£R THAT AR£ sumCIENTI. Y FRIABLE. 2 AREAS GRADED FLA Tm? THAN 6: 1 ltHEN ANY OF TH£ FOll.OltlNG CONDlnONs EXIST: a. ADJUSnNG TH£ SURFACE SOIL MOISTURE TO PROv1D£ A DAMP BIT NOT SATURATED SEED BED. b. THE ADDlnON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALIN£ SOILS TO PROv1DED VIABLE CONDITIONS FOR GROWTH. E HYDROS£EDJNG AREAS SHALL 8£ MAINTAINED TO PROv1D£ A VIGOROUS GROWTH UNnL TH£ PROJECT IS PERMANENT!. Y LANDSCAPED OR. FOR AREAS WHERE HYDROSEEDING IS TH£ PERMANENT LANDSCAPING, UNnL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA V£ /RR/GA nON INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSE£DED WITHIN TEN (10) DAYS OF TH£ nME WHEN EACH SLOP£ IS BROUGHT TO GRAD£ AS SHOWN ON THE APPROVED GRADING PLANS. J. SHOUW GERMINAnON OF HYDROSEED£D SI.OPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SI.OPES (90:C COVERAGE) PRIOR TO OCTOBER 1, TH£ 51..0PES SHALL 8£ STABILIZED BY AN APPROPRIA T£ EROSION CONTROL MA mNG MA T£RIAL APPROl([D BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REOIJ/R£D BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY TH£ CITY £NG/NEER OF PLANNING DIRECTOR. 5. TH£ OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINA T£ TH£ WORK OF THIS CONSTRUCnON SWPPP SHOWN ON ANY GRADING Best Management Practice• (BMP) Description ➔ CASQA Designs/ion ➔ Construcllon AcYvity Gradina /Soll Disturbance Trenching;t.xcavation ~I o-., 0, c:: 0, ~ -2~ -., ~-~ al .,-i qJ .!!? d:~ ::c BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control BMPs !l " ::e old 0, .s :!j i'l :, .. -::e 11 .., ~ 0 i ~~ 0"6 ., ;,, ., V, =!,., c::, 0, 0 'f§-S ~~ 0, I 1.:: ., .s;; ~ ., g. <n ~ ~ ., " -ii c:: ~ .§ -.., .. JI V, -..., I ~ I ~ IX Sediment Control BMPs .., 6 J 0, ~ .s;; '§ ~ & ! ! ::: 0, a:, V) .s c::, I -§ il ~ l ., :, & .t g Jl 0 ~ V, :SC ... 'O "' " ex, I ~ I ~ I ~ ~ I ~ ~ ~ ~ Tracking Non-StCJ/111 Water Control BMPs ManagementBMPs -.!! .s .!; e§ c::, • -f§] ~ct c:: -c:: c:: ~ ~ ~ 0, 0 5i 0 0 c:: ~ ·[ E .E .E -!2 .s. -~ 1 :, ~~ ., Iii .z-.§ ~ -.., 0, ~ ~ .., ., i c:: I~ .., :,.. §§ 0 0, ., 0 i ~ it ~ er,.:::: ~-5: ii: = ~-" .!,! 2 ·-.., ·!i to "8 ~ ~ 0 _.., -~c -o ., e ~el 0 ~o .,,_ "'Q:: 31:Q.. ll.. 0 -~ -"' -..., " ex, I I J, J, J, J, I!: I!: :a: :a: :a: :a: ~ -.., 6 ~ ~ -., -S! 0, ~~ ~~ -I i Waste Management and Materials PoHulion Control BMPs -5i .., ~ 6 ., a, -0 -~ ., i-~ ~ --~ -:2 ffi ., 5i ., " i~ ::s E I .. <ta .g & -®' 0, .:, ~~ ~g .s ""a ~ V, ~'-' 3l~ ~~ ';' ..., ... 'O "' I I I I i i i i i ~ -5i ., ,g ~ -., &8' ii ~6 ., E i::-::E -., ~ 0, 0 ., <.,0 ~--8j c:: ., ~i ex, 0, I I i i .,.,,.. Stockoilina .,,,. ....... Dri/linq/BorinCI Concrete/Asohalt Sawcuttina Concrete Flatworl< Pav/nQ Conduit/l"ipe Installation Stucco /Mortar Work Waste Disposal Staaina IL av Down Area Eauioment Maintenance and Fue/ina Hazardous Substance Use/Storaae Dewatering :>e Site Access Across Dirt Other (list): IX '::><: Instructions: . 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. ---;; -~ c~ ">I' ----.... -c_ -:~ =~ «: ;;;~ c~~ - - - -2. Located along the top of the BMP Table is a list of 81,/P's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMF's you intend to use during construction from the list. Check the box where the chosen activity row intersects with the Bl.IP column. J. Refer to the CASQA construction handbook for information and detalls of the chosen 81,/Ps and how to apply them to the project. LEGEND DESCRIPnON EC-9, FORM DIKES AND DRAINAGE SWALES SE-1, SILT FENCE SE-6, GRAVEL BAG TR-1, STABILIZED CONSTRUCnON ENTRANCE NS-9, VEHICLE AND EQUIPMENT FUELING NS-10, VEHICLE AND EQUIPMENT MAINTENANCE WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MATERIAL USE WM-J, STOCKPILE MANAGEMENT WM-5, SOLID WASTE MANAGEMENT WM-6, HAZARDOUS WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPnc WASTE MANAGEMENT SYMBOL - ---CCXX> 0011111111--NS-9 NS-10 1111-1 1111-2 1111-.J 1111-5 1111-6 1111-8 1111-9 QUANnTY 230 LF 295 LF 200 £A 1 EA I EA 1 £A 1 EA I EA 1 EA 1 EA 1 EA 1 £A I EA OWNER'S CERTIFICATION: I UNDERSTAND AND ACl(NOWI..EDGE THAT I MUST.· (1) IMPLEMENT BEST MANAGEMENT PRACnCES (BMPs) DURING CONSTRUCnON ACnVlnES TO TH£ MAXIMUM EXTENT PRACnCABL£ TO A I-VID TH£ MOB/LIZA nON OF POll.UTANT;S SUCH AS SEDIMENT AND TO A I-VID TH£ EXPOSURE OF STORM WA 1ER TO CONSTRUCnON R£LA TED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL nMES. COMPLY WITH THIS CITY APPROVED nER 2 CONSTRUCnON SWPPP THROUGHOUT TH£ DURA nON OF THE CONSTRUCnON ACnVln£s UNnL THE CONSTRUCnON WORK IS COMPLETE AND SIGNED OFF BY TH£ CITY OF CARLSBAD. MICHAEL JASON /ANNI OWNER(S}/ OW/'1£R'S AGENT NAM£ {PRINT} DAT£ OWNER(S)/ OW/'1£R'S AGENT NAM£ (SIGNATURE) DAT£ SITE VICINITY MAP NOT TO SCALE SHEET INDEX· SH££T 4: nn.£ SH££T SHEET 5: £ROS/ON CONTROL PLANS APN: 204-232-12 SITE ADDRESS: 3648 CARLSBAD BOULEVARD CARLSBAD, CA 9200B I\ AREA OF DISTURBANCE AREA OF DISTURBANCE= 6,892 S.F. (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 WORKER FOOT TRAFFIC, SOIUGRA VEL PILES, /JT/LITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) CONSTRUCTION THREAT: CONSTRUCnON THR£A T TO STORM WA T£R QUALITY (CHECK BOX): 181 HIGH □MEDIUM OWNER: MICHAEL JASON /ANNI, AND SHAUNA L. /ANNI, AS TRUSTEES OF THE /ANNI U\ANG TRUST DATED9-15-2011 2JJ7 CATALINA A \'E' \ASTA, CA 920B4 (760} 521-1228 APPLICANT: NAM£: MICHAEL JASON /ANNI ADDRESS: 2JJ7 CATALINA A \IE; VISTA CA 92084 TELEPHONE NO.: (760) 521-1228 EMERGENCY CONTACT: NAM£: ltl/CHAEL JASON /ANNI ADDRESS: 2JJ7 CATALINA A \IE; VISTA CA 92084 TELEPHONE NO.: (760) 521-1228 PLANS. LANDSCAPE AND IRRIGATION PLANS. AND IMPROV£MENT PLANS AS w CITY OF CARLSBAD I SHEETS I REQUIRED FOR THIS PROJECT WORK. 5 ,------------------------------------=::~====::::::::=---t-=--=--=--=-=it=-=-=-⇒t=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=it=-=-=-=-i=-=-=-=-i=-=-=-=-+=-=-=-=1 ENGINEERING DEPARTMENT bl-lA,lnc. NAME Of PREPARER: RONA! D I HO[ I OWAY ~Y'BSBJol'f.t< GRADING PLANS FOR: QuAuF,cATioN oF PREPARER:, ..... o .... se+'1o~s~o _____ i RoNALDAYL. ~ BREAKERS VIEW BEACH Pu~2gM~~ ADDRESS: 51 l 5 AVFNIDA ENCINAS SIHJE "I " CARI SAAD CA 92008 !>J HOLLOW: It, TIER 2 SWPPP SDP2018-0006 II No. 2s271 i;; co VER cDvP220o1188=00000343 land planning. civil engineering. W!Jrrveying * ..._---:: '; 1-------1--+----------------t--+--t----+----t ~G:::R::::20=2=0=-=00=2=7======================: ~~ CIVU./ .$ APPROVED: JASON S. GELDERT o,et.~~/. 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 PHONE 1'10.: (?SQ) 931 67QQ R.C.E. 29271 R.C.E./CERT. NO. /1\ 03-31-2027 03-04-21 UC. EXP. DATE DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DWN BY: A I/ CHKD BY: c:U , RVWD BY: ~, PROJECT NO. MS 2018-0006 DATE DRAWING NO. DWG 527-4A DocuSign Envelope ID: 2EB34493-AD2B-41DB-9BAC-651D0A01A8244/20/2021 0 1.0' MINIMUM (TYPICAL} □ 0 ~cj ' I I I I I +7J> /, I I I I I I I,­I I I I I l :i �I I I I I I I +I 7,J> I I r/ I I I I I I I I I I I I I I I I I !�I GRADED SURFACE GRAVEL BAG SECTION (SE-6) NO SCALE RLTER FABRIC -� STEEL OR WOOD POST ATTACH RLTER FABRIC SECURELY TO UPSTREAMSIDE OF POST-� .. • · · · · ·' • · • FLOW .� • 4 ... ... �-'7-. �· ' . . . . .. . . . 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IJJ I ,1 vi El I ! !\ ,' � f:l, I / \,' I ' '' ' ,,' I c, I I ! :o tt(8�-+-I --i : I � I I I I I THREE LAYERS OF GRAVEL BAGS GRAVEL BAG DETAIL (SE-6) NOT TO SCALE '• ' ' ' ' ---7 I I I I I I , --�--=�==c......_ ____________ _ I I I I I I ( \r' �- CONSTRUCTION ENTRANCE STABILIZED NOT TO SCALE (TC-1) • • ' ' ' ' -, I I I II 11 I I I I I I 11 I I I 11 I I I 1-¥1 I 117" ' '' ''' '' / I I ' ' ' • V,ww• s �0 9 b�Jtlnc. land planning. cMI enginee�ng, surveying /l'\ DATE INlllAL ENGINEER OF WORK 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387(760) 931-8700 REVISION DESCRIPTION 0J-04-21 EXP. J/31/21 DATE INlllAL OTHER APPROVAL DATE INlllAL CITY APPROVAL 10' 5' o·10· SCALE: 1" = 10' 20· 30' I SH5ET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPAR TMENT GRADING PLANS FOR: BREAKERS VIEW BEACH HOMES TIER 2 SWPPP PUD2018-0006SDP2018-0006EROSION CONTROL CDP2018-0033GR2020-0027 V2018-0004APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE AV PROJECT NO. DRAWING NO. CHOWN RVWD KD BY:BB Y: Y: MS 2018-0006 DWG 527-4A ' ' ' ' ' ' \ ' ' ' ' ! I I , ' ' ' ' ' ' ' ' \ \ \ ' ' ' ' ' ' \ ' ' \ ' \ \ \ ' I ' I ' I ' ' \ \ ' \ ' ' \ ' ' ' ' I ' ' / J I ' I 2 BAGS HIGH (TYPICAL} B' .. ' ' ' I I \ I ' \ \ I ' ' ' I ' ' ' I I ' ' ' ' ' ' I ' ' ' I I I I I ' I I ' ' ' ' ' I ' ' ' ' ' I : ' ' , , I ' ' ' ' I ' ' ' I I ' ' I I ' ' ' i ' ' ' ' ' I ' ' I I ' ' I I I ' . . .. ... TYPICAL SPACING PER S£-1 ' ' I ' I ' I I I ' ' ' I ' ' I I ' ' I ' I ' ' ' ' I ' ' ' ' ' ' I ' : ' I ' ' ' ' I ' ' +I I ?c9 ' ' ' ' ' ' I , ' ' ' I ' ' ' I i ' ' I I I ' I I ' : I ' I ' ' ' I ' ' I ' + ' I ' I ' I ' ' ' I ' ' ' I ' ! ' ' I I I I ' 1 •• > I I I I f ' \ - Q ~ (/) \ ' ' .b I ' I I I ' ' ' I ' I I ~: ' ~ ~ I G) ~: ~wl- ' v, ' ~ ' I , ' ' ' I ~ ' U1 G) ~ ' )> I I U) ' ' I ~ ' I ' ' ' ' ' ' I I ~ ' I -;~if==~:::::,._J ifC□~ECTI □N 3 FT (0,9 M) MIN, Q --_J ------------ ~ £C-9 n ' ' RONALD L. HOLLOWA y -RCE NO. 29271 RONALD L HOLLOWAY NO. 29271 t'IVl\. I ~II . 11 I DocuSign Envelope ID: 2EB34493-AD2B-41DB-9BAC-651D0A01A824 4/20/2021