HomeMy WebLinkAboutDWG 518-2A; CDP 2017-0064; SLOWIK PROPERTY; 01-05PROJECTSITE5-3-215-3-21GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A 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 $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. 1HE INSURANCE COMPANY WRITING 1HE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING 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 DR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BU/LT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE 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. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION 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 BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A P8£CQNSTRIJCUQN WUNG SHAii RE Hf! Q AT THE SITE PRIOR TD THE BEGINNING Of WORK ANQ SHAil RE A TTENQEQ BY All REPRESENTA VV£S RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF 1HE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 4JB-J891 AT LEAST FIVE(S) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al l INSPECUQN REQUESTS o THER THAN FOR PRECQNSTRIJCUQN MEE UNG wt l BE t,IAQE RY CAil ING THE ENGINEERING 24 HOUR INSP£CVQN REQUEST IINF AT (760! 438-J891. INSPECTION REQUEST MUST BE RECEIVED PR/QR TO 2: oo P,M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE Pl AN VARIFS FROM THE SHORING $¥STEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA AQMfN/STRAVVE CODE. 1HE PLAN SHALL BE PREPARED BY A RFGISTERFD ENGINEER AT 1HE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY 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. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. 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 RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ---➔ AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. EOG PRO.ECT No.:175837-5 DA.TE:5-12-21 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORD/NA TE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. J2. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E AT&T TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 'SAN D/EGU/TO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT -VALLECITOS WATER DISTRICT "OL/VENHAIN WATER DISTRICT 'BUENA SAN/TA TION DISTRICT *AS APPROPRIATE JJ. PERMIT COMPLIANCE REQUIREMENTS: (800~422-4133 (BOO 411-7343 (BOO 892-0123 (760)438-7741 {619)262-1122 (760 )434-2980 (760)438-2722 (760~633-2650 (760 753-0155 (760 744-0460 (760 753-6466 (760)726-1340 x/330 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE 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 TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BU/LT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, 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 RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J4. 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. JS. 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 SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ENGINEERING DESIGN GROUP ADDRESS: 2121 MONTIEL ROAD CITY, STA TE:•~$cu.A1nNuM.,,A,i,:R"'C"-'O:;,,S....cC"'A'--"92"'0,s;.6s,9 _____ _ TELEPHONE:-----'--'--'<'!"---'"""'-~")"'-----------B~ --~E=m=N~R~~~T~+-l------"..c-------'",--DATE:----R.C.E. NO.: 65122 REGISTRATION EXP/RATION DA TE: _ __.._,9/~J=0'--'/2=1~----SOILS ENGINEER'S CERTIFICATE I, ERIN RIST, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON APRIL 6TH, 2018. TWO COPIES OF THE SOILS REPOR PILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED 7i OFFICE oflrl-J2 CITY ENGINEER. SIGNED: '/4/h/ L(/t-vr:.....,, MARTIN R. OWEN GE NO.: 000658 DATE: LICENSE EXP/RATION DA TE: 12/31121 OWNER'S CERTIFICATE 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 -REGULATED SWPPP, 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 ()RDER AND MUNICIPAL PERMIT, LA TEST VERSION. / --•, I {/ s~ik.~L:w; mtk OF THE DA TE SHARON M. SLOWIK REVOCABLE LIVING TRUST SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS PERFORMED BY C/REMELE SURVEYING INC., BY FIELD SURVEY METHOD, DATED 4-9-19. PHONE NO. 760-489-2200. BENCH MARK DESCRIPTION: LOCATION: RECORDED: ELEVATION: WELL MONUMENT IN CENTER OF BULB CUL-DE-SAC AT THE SOUTHEAST END OF SYME DRIVE STAMPED "LS 1162", PT. NO. 119 PER RECORD OF SURVEY 17271. 125.950 FEET (NAVO 88) VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 7s MAP CITY OF ENCINITAS 2121 Montiel Road, San Marco~, CA 92069 760.839.7302 NOT TO SCALE CITY OF VISTA ~o~ CITY OF SAN MARCOS INDEX OF SHEETS 1. COVER SHEET -NOTES, WORK TO BE DONE 2. MINOR GRADING PLAN 3. SECTIONS AND DETAILS 4. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)-EROS/ON CONTROL PLAN -TITLE SHEET 5. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)-EROS/ON CONTROL PLAN LEGAL DESCRIPTION LOT 28 OF CARLSBAD HIGHLANDS, IN 1HE ClTY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2647, RLED IN 1HE OFRCE OF 1HE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 18. 1950. PROJECT ADDRESS 3962 SUNNYHILL DRIVE CARLSBAD, CA 92008 OWNER SHARON M. SLOWIK, TRUSTEE OF THE NAME: SHARON M. SLOWIK REVOCABLE LMNG TRUST ADDRESS: 3962 SUNNYHILL DRIVE CARLSBAD, CA 92008 PHONE NO.: (760) 803-2253 REFERENCE DRAWINGS CITY OF CARLSBAD IMPROV. PLANS 191-5 (COUNTY OF SAN DIEGO IMPROVEMENT PLANS T.M. NO. 2BB7-4, SHEET 6 AND 11) PARCEL MAP NO. 7367 LEGEND PROPERTY BOUNDARY - - - -SETBACKS (27~ -../(274) EXISTING CONTOUR ~ PROPOSED CONTOUR --w----s--FS=277.2 FG=277.4 Ill Ill ---777777~ /)///)~ I ~ ""l~~~~ ~ D DATE FLOWUNE &: FLOW DIRECTION (E) WATER MAIN/ LATERAL (E) SEWER LATERAL PROP. SPOT ELEVATION (E) SPOT ELEVATION (E) EDGE OF PAVEMENT (E) RETAIN/NG/LANDSCAPE WALL (E) BLDG TO REMAIN PROPOSED BLDG LIMITS (E) HARDSCAPE CUT /FILL LINE PROPOSED DOWNSPOUTS (E) WATER METER (E) WATER METER PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER: 207-064-02 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 362-1671 EARTHWORK QUANTITIES CUT: 5~0 CY FILL: JO CY IMPORT: 0 CY EXPORT: 510 CY REMEDIAL: 491 CY INITIAL WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEC/FICA TIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. NIA DA TED NIA 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMI.IENDA 110NS BY EAST COUNTY SOIL CONSUL TA 110N AND ENGINEERING, INC. DA TED AUGUST 8TH, 2017. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. MINOR CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED FEBRUARY 6TH, 2019. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NIA 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ENGINEERING DESIGN GROUP DA TED MARCH 2019 SW ND•~----WDID NO. 9 375 NIA 11. STORM WATER MANAGEMENT PLAN PREPARED BY ___ __,,,,,,.__ _____ DATED ____ SIW.IP NO. 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND UEM No. DESCRIPTION REFERENCE CD @ 5" DRIVEWAY CONCRETE PAVING OVER SUBGRADE COMPACTED TO 95% R.C. PROPOSED CONCRETE FLA7iWORK fJ1 PROPOSED EARTHEN BERi.i PER DET. \::!.J 1/ SHEET 3 (±} 4" SDR-35 STORM DRAIN PIPE @ 4• DIA AREA DRAIN, NOS BOX OR EQUIV. @ COBBLE SWALE PER DETAIL 2/ SHEET 3 (j) TRENCH DRAIN NOS OR. EQUIV. ® 2-J" UNDERDRAIN PIPE TO OUTLET AT THE FACE OF THE (E) AC BERM ® PROPOSED CMU RETAINING WALL PER g SDRSD C-2, MAX WALL HEIGHT 5'-4" @ 4" PERFORATED PIPE WALL BACK DRAIN, SCHEDULE 40 OR EQUIVALENT. @ 6" SDR-35 STORM DRAIN PIPE @ 12• SQ DRAIN INLET, NOS BOX OR EQUIV. ~ PRP. 4" SEWER LATERAL WITH CLEANOUT PER '!.::31 CITY OF CARLSBAD ENGINEERING STANDARDS @ @ @ @ @ PRP. GAS LINE EXTENSION (E) % • WATER METER UPGRADE TO 1 • PER CITY OF CARLSBAD STANDARD DWG W-JA CONCRETE BROW DITCH PER DETAIL 3/ SHEET 3 J" SDR-35 STORM DRAIN PIPE J" DIA AREA DRAIN, NOS BOX OR EQUIV. @ 18" SQ DRAIN INLET, NOS BOX OR EQUIV. @ J" CONCRETE APRON POST-CONSTRUCTION BMP TABLE SYMBOL --B I I I 11111111 I 11111 ---llll --s----GAS--• IIIll D QUANTITIES 1,655 SF 680 SF 68 L.F. 305 L.F. 5 EA 60 L.F. 28 L.F. 1 EA 165 SF 40 L.F. 115 L.F. 4 EA 1 EA 1 EA 1 EA 236 L.F. 80 L.F. 5 EA 1 EA 15 SF STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? ~ STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS N/A~ YES (SEE SWMP FOR DOCUMENTATION) NO llAINTENANCE MAINTl!NANCE TYPE DESCRIPTION OWNERSIUP SHEET NO. AGREEMENT FREQUENCY N/A TOTAL LOT AREA = 0.54 AC "AS BUILT" TOTAL DISTURBED AREA = 7,800 SF (0.18 AC) (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, RCE EXP. DATE U11L/TY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) REVIE'wED BY, TOTAL EXISTING IMPERVIOUS AREA = 6,680 SF (0.15 AC) TOTAL PROPOSED IMPERVIOUS AREA = 4.886 SF (0.11 AC) INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT MINOR GRADING PLAN FOR: SLOWIK PROPERTY GR2019-0019 CD2019-0023 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DAlE DWN BY: R.V. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~ / ' , rfDP2017 0064, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ( , DEV2017 0216 518 2A DocuSign Envelope ID: A05FA3C9-8830-4155-A111-79C2407528D55/13/2021
Feet0 10 20I I CONSTRUCTION LEGEND It\ s• DRIVEWAY CONCRETE PAVING OVER \.!.,I SUBGRADE COMPACTED TO 95% R.C. @ PROPOSED 4" CONCRETE FLATWORK fT\ PROPOSED EARTHEN BERM PER DE:T. 1/ \.:!,J SHEU J @ 4• SOR-JS STORM DRAIN PIPE ® 4 • DIA AREA DRAIN, NOS BOX OR EQUIV. @ COBBLE SWALE PER DE:TAIL 2/ SHEET J (J) TRENCH DRAIN NOS OR. EQUIV. ® 2-J" UNDERDRAIN PIPE TO OUTLEr AT THE FACE OF THE (E) AC BERM In\ PROPOSED CM/J RE:TAINING WALL PER \V SDRSD C-2, 5'-4. MAX HEIGHT @ 4" PERFORATED PIPE WALL BACK DRAIN, SCHEDULE 40 OR EQUIVALENT. PERFORATIONS ORIENTED DOWN 1 % MIN GRADIENT. GRAVITY FLOW TO OUTLEr SEE SECTION A-A/ SHEU J @ 6" SOR-JS STORM DRAIN PIPE @ 12• SQ DRAIN INLET, NOS BOX OR EQUIV. ~ 4• PRP. SEWER LATERAL WITH CLEANOUT. SEE I!.:!/ SEWER NOTE THIS SHEET @ PRP. GAS LINE E:XTENSION @ (E) %" WATER MITER UPGRADE TO 1• PER CITY OF CARLSBAD STANDARD DWG. W-JA @ CONCRETE BROW DITCH PER DE:TAIL J/ SHEU J @ J" SOR-JS STORM DRAIN PIPE @ J" DIA AREA DRAIN, NOS BOX OR EQUIV. @ 18" SQ DRAIN INLET, NOS BOX OR EQUIV. @ J" CONCRETE APRON EOG PRO.ECT No.:175837-5 DA.TE:5-12-21 OF DRAWINGS LATERAL UPGRADED TO 1 • -"' -'w -" -'vi 'vi --VAPPROX. LOG. OF (E) • WATER LATERAL PER CITY OFi CARLSBAD G/S MAP. CON1RACT9 TO FIELD VERIFY LOCATION AfiD PIPE SIZE PRIOR START OF , ONSTRUCTION AND UPGRADE I NECESSARY. -IS_D_-~1I ISD-2I I "' I "' I "' I Ill POST-CONS1RUC110N SOURCE CQNTROL BMPs; • Isc-1I ISC-~ ISC-5] ISC-§ PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 PROTECT OUTDOOR MATERIALS STORAGE AREAS PROTECT 1RASH STORAGE AREAS ADDNL BMPS BASED ON POTENTIAL SOURCES Of RUNOFf POLLUTANTS: ON-SITE STORM DRAIN INLETS LANDSCAPE/OUTDOOR PESTICIDE USE POST-CONS1RUC110N SUE DESIGN BMPB; ISD-1I ISD-2I ISD-3I ISD-41 ISD-5I ISD-6I ISD-7I MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOG/C FEATURES CONSERVE NATURAL AREAS, SOILS, AND VEGETATION MINIMIZE IMPERVIOUS AREA MINIMIZE SOIL COMPACTION IMPERVIOUS AREA DISPERSION RUNOFF COLLECTION LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES 44 APN: 207-064-12 4 ,i • • 4 •·4 • 4 .,i • •4 • 9 ISTINc;------~-RE:TAINING..!ALL TO REMA/~ ~ ql.. 0' ~ '£, --: "'· II TG~2 . 57.6 \I IE-256.4 I TG=257. IE=256.1 C-6 3962 SUNNYHILL DR. APN: 207■064■02 EXISTING DECK I I I ABBREVIATIONS E:XIST/NG RESIDENCE FF FINISHED FLOOR ELEVATION FP FINISHED PAD ELEVATION FL FLOW LINE IE INVERT ELEVATION TW TOP OF WALL HP HIGH POINT FS FINISHED SURFACE FG FINISHED GRAD£ TG TOP OF GRATE (£) EXISTING (N) NEW PL PROPERTY LINE TF TOP OF FOOTING EXISTING LAWN \ \ r~57.4 10 FG \\ II I I \_142 \\ 257.0 GND MINOR GRADING PLAN SCALE: 1 "=10'-0" 4 \257. l FG oi' "' ~ 5 c<.-""~'-'.!r25LJ_ FG GAS = --ROPOSED CMU RE:T. WALL (/) C). I ~ (/) 0 I "' i,_..,..---~ ;:-~ 'a, '½ <6 o;:,N_'!r?'au~G FOOTIN! PER SEPARATE BUILDING PERMIT, TO BE DEEPENED/ UNDERPINNED WHERE UTILITY TRENCHES POTENT/ALLY UNDERMINE FOOTINGS SEE SHEET 3 FOR SECTIONS A-A AND B-B TW=271.0 FG=269.8 TF=269.0 2121 Montie Road, San Ma•c□s, CA 920Ei9 760.839.7302 FG=271.J 14 2 J.J FG 8-" ~ T~71.0 E=270.2 FS=271.8 HP I I I I I l; .... .... ✓ ,-.. ~ \1,-{!G~~l .,,1 ~ = .9 6 1 27 8 \\ U-IH-11 • 2 -...--, G• TG=27J.2 IE=272.2 APPLICABLE CODES: z •• FL=275.1 I I I I GENERAL NOTES: 1. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL CONVENE SITE MEETING TO DISCUSS SCOPE OF WORK, AND ME:THODS OF CONSTRUCTION. IN ATTENDANCE AT THE MEETING SHALL BE THE CONIRACTOR, THE OWNER/ HOA REPRESENTATIVE, GEOTECHNICAL CONSULTANT REPRESENTATIVE AND ENGINEERING DESIGN GROUP (EOG) REPRESENTATIVE. 2. NEJTHER THE ARCHITECT, DESIGNER, GEOTECHNICAL CONSULTANT OR ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE OWNER, AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, CONSTRUCTION, AND MAINTENANCE OF ALL SAFETY DEVICES, INCLUDING SHORING, BRACING, AND BEST MANAGEMENT PRACTICES. THE OWNER AND CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. J. CONSTRUCTION CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR SHOULD TAKE WHATEVER MEASURES NECESSARY TO MAINTAIN A SAFE WORK SITE IN CONFORMANCE WITH CAL OSHA. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL E:XISTING UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCING CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 5. PRIOR TO THE START OF WORK THE CONTRACTOR SHALL TAKE ALL NECESSARY AND REASONABLE STEPS (INCLUDING MARK-OUT AND POT-HOLING) TO LOCATE UTILITIES AND EXISTING SUB-GRADE DRAINAGE FACILITIES ON THE PROJECT SITE. CONTRACTOR TO CALL DIG-ALERT SUFFICIENTLY IN ADVANCE OF WORK FOR PUBLIC UTILITY MARK-OUT. TOLL FREE NUMBER: 1-800-422-4/JJ. SHOULD A CONFLICT WITH EXISTING STRUCTURES ARISE, THE CONTRACTOR SHALL NOTIFY ENGINEERING DESIGN GROUP PRIOR TO THE CONTINUANCE OF EXCAVATION. ANY DAMAGE RESULTING FROM FAILURE TO PROPERLY MARK-OUT EXISTING UTILITIES SHALL BE BORN BY CONTRACTOR. 6. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL E:XISTING UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS. PRIOR TO CONSTRUCTION, CONTRACTOR OF WORK TO PERFORM EXPLORATORY E:XCAVATIONS IN ORDER TO PROVIDE SUFFICIENT TIME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT REVISIONS. 7. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN ON THESE PLANS. 8. CONTRACTOR TO CONFIRM VERTICAL DROP TO ENSURE MINIMUM FLOW PER THESE PLANS. 9. IF WORK PROPOSED CONFLICTS WITH £)(/STING IMPROVEMENTS, CONFLICT LOCATIONS SHALL BE IDENTIFIED TO THE OWNER AND ENGINEER OF RECORD PRIOR TO THE START OF CONSTRUCTION. 10. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR IS TO COORDINATE PLANS WITH ALL OTHER DISCIPLINES, VERIFY ALL DIMENSIONS AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 11. SPECIFIC NOTES AND DITA/LS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DE:TAILS ON PLANS IN CASE OF CONFLICT. 12. WHERE NO CONSTRUCTION DITA/LS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DITA/LS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK, RECOGNIZED INDUSTRY STANDARDS, OR MANUFACTURERS INSTALLATION DITA/LS. 1 J. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH IMPROVEMENT EQUAL OR SUPERIOR. IT SHALL BE THE RESPONSIBILITY OF THE CONIRACTOR OR DEVELOPER TO ACQUIRE AND ENFORCE ALL NECESSARY TRAFFIC CONTROL. PERMITS NEEDED TO SAFELY CONDUCT WORK IN THE PUBLIC RIGHT OF WAY. CONTRACTOR OR DEVELOPER/OWNER MUST COORDINATE ALL TRAmc CONTROL WITH THE AGENCY OF JURISDICTION. 14. A SIT OF THE LATEST PLANS SHALL BE ON SITE DURING CONSTRUCTION. THIS PROJECT IS TO CONFORM TO THE FOLLOWING CODES: 1. CURRENT 2019 CALIFORNIA RESIDENTIAL CODE WHICH ADOPTS THE MOST RECENT INTERNATIONAL RESIDENTIAL CODE. 2. THE CURRENT 2019 CALIFORNIA GREEN BUILDING CODE. J. THE 2019 CALIFORNIA BUILDING CODE WHICH ADOPTS THE MOST CURRENT INTERNATIONAL BUILDING CODE. 4. THE 2019 CALIFORNIA ELECTRICAL CODE (BASED ON THE MOST RECENT NEC). 5 THE 2019 CALIFORNIA PLUMBING CODE (BASED ON THE MOST RECENT UPC BY IAPMO) 6. THE 2019 CALIFORNIA MECHANICAL CODE (BASED ON THE MOST RECENT UMC BY IAPMO ). 7. THE MOST CURRENT CARLSBAD FIRE CODE (BASED ON THE MOST RECENT IFC). NOTE: GUTTER AT GARAGE SHOULD BE ROUTED TO AREA DRAIN SYSTEM AT FRONT OF THE PROPERTY. SEWER NOTE: ON-SITE SEWER LATERAL TO BE BUILT PER 2019 CALIFORNIA PLUMBING CODE AND CITY OF CARLSBAD ENGINEERING STANDARDS. "AS BUILT" EXISTING PROPOSED IMPERVIOUS SURFACE SUMMARY HOUSE AND GARAGE(SF) J490 2546 DRIVEWAY (SF) CONCRETE PAVING, CONCRE:TE TOTAL (SF) FLATWORK Jl89 6679 2J40 4886 RCE __ _ EXP, ___ _ REVIEl,,/ED BY, INSPECTOR DATE DATE >---+-----+--------------+------+-----+----+--__.1 sH2EET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT :==:::::..::===========::.::::====: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION MINOR GRADING PLAN FOR: SLOWIK PROPERTY GR2019-0019 CD2019-0023 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE DWN BY: RV. DA TE INITIAL DA TE INITIAL CHKD BY: c k: < OTHER APPROVAL CITY APPROVAL RVWD BY: ~ ( ' PROJECT NO. (CDP2017-006·+_ DEV2017 0216 i DRAWING NO. 518-2A DocuSign Envelope ID: A05FA3C9-8830-4155-A111-79C2407528D55/13/2021
SLOP£ -
EDG PRD..ECT Na.:1758.37-5 DA.lE:4--22-21
BROW OITCH£S TO 8£ PROV1D£D
AT TOP OF ALL CUT SLOP£$
12·
R[F. D-75 SDRSD TYP[ D,
CITY OF CARLSBAD
I.IODIRCA710N TO SDRSD
1 I ,
s~ . =::I I 1 .. •· ==I I 1=-
==1 11=-
I I 1-
,3• 470-C-2000 CONCRfil
OR J" 2500 PSI AIR PLAC[D
CONCR[T[ WITH/ 6x6x/10x/l0
W£LD£D WIR£ 1.1£SH
S~~9;ETE BROW DITCH G)
288
286.
2B4.
282-
27B
276
274.
272-
266
o+oa.oo
CONCRITE
FrATWORK
FS =271-:8-
J"-6" £XPOS£D
NIGULAR ROCK
OVfR G[OT£XT/L£
LINING
ANCHO
lKJIES
S/Z[ P£R Pl.AN
12" MIN
1. PLAC£ J ANCHORS PtR SQUAR£ YARD OF
G£0TtXTIL£ MATrRIAL
2. INSTALL G£0TE:X WOVtN I.IONOFILAl.l£NT
G[OT£XTIL£ (NO. 1 I 7 FT. OR [QUAL)
0+20.00
29000
2Bll00
286.00
284.00
282.00
([) GRAD£ 28000
27B.00 I
7 27fi00
274.00
272-[JO
27000 STOR~
268.00 ·oRAllrPIP
PtR--PWI 266.00 265.00
0+00.00 0+20.00
SECTION B-B
SCALE: 1 "=10 '-o"
OATI: INITIAL
0+00.00
JiQif;
tARTH£N 8ffil.lS TO 8£ PROV/D£D
AT ALL FILL SLOPES
-=~""-'r 7i.a...;.~s..a..a~...;..a£aa.;.N-'------"Ba..aa£a.a...R'-'--M"'-----.0)
O+J0.00
2:1 SLOP[
290.0D-i-+-----------+--+--,?90.00
288.0
268.0
266.0
W4.0
262.0
260.
258.0
2BB.OO
286.0Q
2.84.00
282.00
280.00
BRow-vrrcH P -21a.oo
-DIT Jf SHT-J-PRP·~. --+---< V6.oo
1--1-1 CONCR[T£_ r/ot~Kt-zN.oo
DIT 272.00
I---'--= ~~dG11Am:-t--tr~4 J 210.00
-k:c{~R'!t===iJ -sDRSo -c:2 -
}'.liB.00
266.00
2.64.00
252.00
260.00 PIP[ , I BACK(JUT 25B.oo
255.•o 1---.1-=-• PER . PIP[~---f---256.oo
J-L---+---i.,WALL,i'T7'BA"C;,.K;.D""RAJ'"N".---+---+-~2s5.ao
0+00.00 SE[ NOTE B[LOW 0 +25.0g+JO.OO
SECTION A-A
SCALE: 1 "=-10'-0"
lJIDI;, PROVIDE GRAVtL B[NfA TH
P£RFORAT£D PIP[ IF NECESSARY, TO
ENSURE GRAVITY FLOW TO OUTl.ET.
WALL WATrRPROOF/NG P£R SOIL'S
ENGINITR RECOI.II.IENDA 710NS
DATI: INITIAL DATI: INITIAL
,'-ortss ,0 ..
'-" E <, :/''"3-'"' ' li'1.s:,;""&~
~ .. " ,. ~ ,.
.111: No. £.5122 "" ~~ -f,I:~ . .. )
' ~Cul (f.♦ t , .. 0 r cu.'
"AS BUILT"
RCE EXP, DATE
REVIEIJED BY ,
INSPECTOR DATE
I SH~ET I I SH~TS I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
MINOR GRADING PLAN FOR:
SLOWIK PROPERTY
GR2019-0019 C02019-0023
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE
OWN BY: u V
V ( , PROJECT NO. DRAWING NO.
CHKD BY: ~ CDP2017-0064
ENG4NEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: ~ L/ ( / (DEV2017-021!5) 518-2A
DocuSign Envelope ID: A05FA3C9-8830-4155-A111-79C2407528D5
5/13/2021
207-064-02-007,800PROJECTSITE5-3-21_________________________________________________TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REOU/REMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR-ROUND}. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: SHARON M. SLOWIK, THE OWNER AT (TEL.NO.) (760/ 803-2253. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFAU. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES 1+1-1/CH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. AU REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFAU. 8. ALL GRAVEL BAGS SHAU CONTAIN J/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTAUED. THIS INCLUDES ALL BUILDING PADS. UNFINISHED ROADS. AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED ANO MAINTAINED AND WILL BE UPGRADED, IF NECESSARY. TO PROVIDE SUfflCIENT PROTECTION FROM RUNOFF OUR/NG RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED ANO MAINTAINED. 12. AOEQUA TE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED ANO 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTAU STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION ANO PREVENT SEDIMENT DISCHARGES. MUST BE STORED ONS/TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABUSHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-0A Y NATIONAL WEATHER SERVICE FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION ANO SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS AUOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FUUY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS lJflI SUfflCIENT. BMPs NEED TO BE INSTAUED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. 1+1-/ENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WIU VERIFY THAT BMPs ARE AOEQUA TELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT 1+1-/EN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP IIQRK NOT/CF OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT ANO EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTEO RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT 20. IF SELECTED BMP FAILS OUR/NG A RAIN EVENT. IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION ANO BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHAU DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A FORECASTEO, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE}, IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHAU BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED ( 40% CHANCE OF RAIN}, THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS ANO SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABIUZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR EDG PRO..ECT Nc.:185886-5 DATE: 5-4-20 EROSION CONTROL HYOROSEEDING. PLANTING AND /RR/GA TION 1. ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA TIONS AND THE FOLLOWING: A HYOROSEEOING SHALL BE APPUEO TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES FOUR FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLA TT£R THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEOIA TE TREATMENT. B HYOROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLO'NING CRITERIA: 1 AU SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHAU BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS. TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYOROSEEOED GROWTH. C HYOROSEEDING MIX SHAU CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHAU CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. J lbs PER ACRE OF £ SCHOOL CIA CAUFORNICA d. 4 lbs PER ACRE OF ACHILLEA MIUEFOLIA e. J lbs PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c, d, e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NITROGEN FIXING BACTERIA ANO APPLIED DRY EITHER BY DRILLING OR BROAOCAS/NG BEFORE HYOROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CAUFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDEO TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 'NITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0 AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUfflCIENTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £ HYOROSEEOING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS 1+1-/ERE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYOROSEEDED 'NITHIN TEN (10} DAYS OF THE TIME WHEN TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. J. SHOULD GERM/NATION OF HYOROSEEDEO SLOPES FAIL TO PROVIDE EmCIENT COVERAGE OF GRADING SLOPES (90% COVERAGE} PRIOR TO OCTOBER I, THE SLOPES SHAU BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MAmNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS. LANDSCAPE ANO /RR/GA TION PLANS. AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. CITY OF OCEANSIDE 78 CITY Of VISTA BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE .p ~o CITY OF Erosion Control Tracking Non-Stnnn Water Waste Management and Materials SAN MARCOS BMPs Sediment Control BMPs Control BMPs Management BMPs Pollution Control BMPs C: --~ .§ .!2 -,:, -:ii ,:, :ii --"' 0 E e ,:, C: .f!l C: " " C: ~ .!? ~ e .§ 0 .s 2 .!2 .!;!. .!2 0 -i:: ., -::e ,:, "' ~ "' '-~ --.s ""'-. ::, t-"' -., -0 §~ -.s .!\! .s "' "' "' ~ G ,z ~ 0 C: "' -o-"' 0 g. ., § ~ .!2 ,g_ Best Management Practice* ., '11 .s .!;!. CCI ii} i:: § "' '-e "' "' ., ., --o-C: "' "' 1" "' i!:: ~ .s (_) ~ (_) "' -,:, "' ::e ~ ., C: C: 3t :ii -2~ :e m I ., "' .s .!!1 ~ "' "' ~ "' ~ C: "' C: ,:, "' ~ C: c::, :::, -., "' ., (BMP) Description ➔ -~ Q) ~ c::, ., -& 0 c.., .£; ]~ ,:, 0 "' C: C: 0 "' ., ~~ ::, E ., E g "' ., "' (.J c::, CCI "' o-2 ., ~ ~~ 0_9 ., ., -c::, "' .;,:.., C: :ii _E -., -"' ~ "' d: e .g ., -., ~-~ "' " ~ ag E~ ~ :I:: "'-:a ~-£ .g 0'I ~ "' ~ "' "' :S -~ ·-., ~ -ti 1 ., ::, :.:;: (r) 0 '-"' 0 ,:, ., " " '-:0 ~ ·-,:, " " -~ ~ 0 -~ 6 ., e ., " Et: ~ ~g oo " 0 ., -:R -., ::, ,__ "€lo Q,) -!2 0 0 g. o·-., ., ~ ~o --<:. ., ~o -0 ~§ C: e ts e -,. -e '-" .s e 0 "' -o ~~ ~ ~ ~~ ~ <Jl 6 ~ ti~ -C: -o ict ~8 0 ~o 0 -0 -~8 .g ::e 8 ::e :x:: Lil c::, ii; <:> "'Q. V, -V, C>: Q. :::; "' ::e "' :x:: ::e CASQA Designation ➔ "' .... " co 0, -c:, ") .... LO "' " co c:, "' -") " co -"' ") .... LO "' co -----I I I I I I I I I I I I I I I I I I I I I I I I J, J, J, J, i i i i i i i Construction Activity [;l [;l [;l [;l [;l [;l [;l bj bj bj bj bj bj bj bj ~ ~ "" "" "" "" ) Gradinn/Soil Disturbance ........ X X X ~ --..,.-:,. ) Trenchina/Excavation - -Stockoilina Drillinn/Borina Concrete/ Asohalt Sawcuttina )< Concrete Flatwork ~ ~ "x' Pavina } Condui//l'ipe Installation '><" ) Stucco /Mortar Work -~ -} Waste Disposal ----Staaina/Lav Down Area Eauipment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterinq Site Access Across Dirt Other /list): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located alon_9 the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or mare BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. J. Refer to the CASQA construction handbook for information and details af the chosen BMPs and how to apply them to the project. LEGEND DESCRIPTION IEC-2I IEC-7I ISE-1I ISE-4I PRESERVATION OF EXISTING VEGETATION GEOTEXT!LES &: MATS SILT FENCE (SC-1) PER OET £2/SHT 5 CHECK DAM PER OET E1/SHT 5 ISE-, 0 I STORM DRAIN INLET PROTECTION ITR-1I STABILIZED CONSTRUCTION ENTRANCE PER DET EJ/SHT 5 SYMBOL ~-7~~~-I --0------0---~ 0 ~ IWM-1I IWM-2 lwM-J IWM-41 IWM-§ IWM-§ IWM-!j IWM-~ MATERIAL DELIVERY AND STORAGE MATERIAL USE STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL SOLID WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT SANITARY WASTE MANAGEMENT CROSS-REF CASQA CONSTRUCTION BEST MANAGEMENT PRACTICES QUANTmES 450 SF 110 LF 20 EA JO EA 135 SF OWNER'S CERTIFICATION: I UNDERSTAND ANO ACKNO'M..EOGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELA TEO POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY lt1TH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE ANO SIGNED OFF BY THE CITY OF CARLSBAD. .•. (/ cx-f ~. ]:· /Kf_ _ -SHARON M. SLOWIK, TRUSTEE OF THE SHARON M. SLOWIK REVOCABLE LIVING TRUST DATE -:ii .\1 E -., g."' "' 0 e 8::e 0 "' ~1ii ~i 0, I i _,,,,._ PACIFIC OCEAN CITY Of ENCINITAS VICINITY MAP SHEET INDEX: SHEET 4: TIER 2 SWPPP TITLE SHEET SHEET 5: EROSION CONTROL PLAN APN: -----------SITE ADDRESS: 3962 SUNNYHtLL DRIVE CARLSBAD, CA 9200B AREA OF DISTURBANCE AREA OF DISTURBANCE (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE ANO EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTIL/1Y TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) S.F. CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}: □ HIGH OWNER/APPLICANT: NAME: ADDRESS: SHARON M. SLOWIK, TRUSTEE OF THE SHARON M. SLOWIK REVOCABLE LMNG TRUST 3962 SUNNYHILL OR/VE CARLSBAD, CA 92008 TELEPHONE NO.: (760) 803-2253 EMERGENCY CONTACT: NAME.· ADDRESS: SHARON M. SLOWIK 3962 SUNNYHILL DRIVE CARLSBAD, CA 92008 TELEPHONE N0.:(760) 803-2253 2121 Mon1iel Road, San Marcos, CA 92069 760.tl:J9.7302 ' . I SH!ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH~ETS I NAME OF PREPARERIN RIST -ENGINEERING DESIGN GROUP ,Qof'ESS ION.f CITY STORM WA lER POLLUTION PREVENTION PLAN (SWPPP) ._~ E ' QUALIFICATION OF PREPARER: REGISlERED Clv1L ENGINEER '-'\:J-'~ . ~, --♦-TIER 2 ~ ~> ~ .... ADDRESS: 212 MONTIEL ROAD ;; ~ SLOWIK PROPERTY SAN MARCOS, CA 92069 ~ ~ ~ "' TITLE SHEET No. 65tee CD2019-0023 ~•P• 09no1eoe1 GR2019-0019 ,,~~O,c~j APPROVED: JASON S. GELDERT PHONE NO. (760) 839-7302 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DAlE OF C~L\'E 09/30/21 DWN BY:~ PROJECT NO. DRAWING NO. 65122 CHKD BY: CDP2017-0064 ERIN RIST R.C.E. NO. LIC. EXP. DA 1E DAlE RVWD BY: (DEV2017-0216) 518-2A DocuSign Envelope ID: A05FA3C9-8830-4155-A111-79C2407528D55/13/2021
Feet0 10 20______________________________________EDG PRO..ECT Nc.:185886-5 DATE: 5_4-20 ROPOSED CMU 1W=2l1.0 RET. WALL XISTING i;;\ FG=269.8 WALL Tg__ BE /~.,_ Tr=269.0 ~MOVE~ _ _(."_ ~---:-: APN: 207-064-12 ... 4."'. 4_ . . •· . ·• ... APf'ROX, L . . . ti, (E) • ! . EXISTING . DRIVE:WAY · • ,, •. ,(I' .... .. ,:I • • ... • . .,:I :d. ·4 . .. E;WER LATE . . · · Fl LD VERIFY . Rl!Jk . . . . LLLL o# c · ucno · LLL . . . ,:I . . 4 -'cc+--J.....al&-~ L.:: .. ~~l CL ,=-DRAWINGS LATERAL UPGRADED TO 1 • ., -"' -1,1 -"' "' -'\J -· VAPPROX. Loc. o, (E) • WATER LATERAL PER CITY OF, CARLSBAD GIS MAP. CONTRACTOR TO FIELD VERIFY LOCATION AND PIPE SIZE PRIOR START Or , ONSTRUCTION AND UPGRADE I NECESSARY. I .. I .. EXISTING LAWN r.?s~ PROPOSED 6" NDS POP-UP EMITTER TOP Or L I .. I .. I .. I .. LLL: LLL LLLLL: LLLLL~ LL LL LL L-,-THl....,.-1 LLLLLLL LLLLLLLL~ LLLLLLLLL LLLLLLLLL LLLLLLLL LLLLLLLL _LLLLL,,LLL LLLlaszla.L LLLFfi.._LL IEC-2I 1TTER=255.0 = IE=254.0 -=-=-=----~-=---=-;--=-----r,-,-r~-, ' / , --... . . ·4 ·.,4 . .. : ..,. -•,:1 'FS=25, /; . ,q ' ' 3962 SUNNYHILL DR. APN: 207•064·02 s s EXISTING RESIDENCE 185 1258.4 \ Fr 1 I ~g7.6\\ 144J 257.4 GND lj \\·-__, I\ II I\" ,"'=""--'--'--' I 11 EXISTING LAWN I\ J r257.4 II FG II =-Y. ~ " I I 142 II 257.0 GNO (E) PLANTER TO BE 4 1257. \ FG a,' ~ l---------~ ,,a ~ ~~ ~ <o ~ B "' ~ _,N,0Ti'Bu1LDIRG ,OOTIN~s PER SEPARATE BUILDING PERMIT, TO BE DEEPENED/ UNDERPINNED WHERE UTIU1Y TRENCHES POTENT/ALL y DEMOED TO ALLOW NEW UTILITIES AS NECESSARY UNDERMINE FOOTINGS EROSION CONTROL PLAN SCALE: 1 "=10'-0" r, -2121 Montiel Road, San Marcos, CA g2069 760.839.7302 HP FL=277.J I I I 1W=27J.5 ~ .J.-~ FS=270.5 ~ -~-)-! TG=271.0 IE=270.2 ---NAME OF PREPARERIN RIST -ENGINEERING DESIGN GROUP QUALIFICATION OF PREPARER: REGISlERED Civ1L ENGINEER ADDRESS: 212 MONTIEL ROAD SAN MARCOS, CA 92069 PHONE NO. (760) 839-7302 65122 ERIN RIST R.C.E. NO. I I \ I I I \ I I I I . \ SECTION PLAN 1. SET POSTS AND EXCAVATE A 4 x 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE Or POSTS . NOTES 1. J/4" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. J. PLACE BAGS TWO HIGH. OFFSET BAGS. -------~ ~ ,,..---::.-------~,--' ~,_I I I 4 x 4 TRENCH (10 CM) 2. ATTACH THE FILTER FABRIC AND EXTEND IT INTO THE TRENCH J. BACKFILL AND COMPACT THE EXCAVATED SOIL. · FL=275.1 I 09/30/21 LIC. EXP. DA 1E I I EXISTING GROUND .t ~c ~J INCH TO 6 INCH CRUSHED ROCK '1111lllii'illl~'111"'1116~ _,,,_ . 'I'· )REFERENCE: CASQA* TC-11 CAUFORNIA STORMWATER QUALITY ASSOCIATION-CALIFORNIA STORMWATER BMP HANDBOOK; CONSTRUCTION STABILIZED £9r~s~R. ENTRANCE @ I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT ,Qof'ESS ION.f ._~ E ' CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) -..'-'\:J-'~ . ~, --♦-~ ~> ~ ..... TIER 2 ~ ~ SLOWIK PROPERTY ~ .. No. 65tee "' Exp, 09/30/eOel GR2019-0019 EROSION CONTROL PLAN CD2019 0023 .. " ,. ,~~/~.JJ APPROVED: JASON S. GELDERT ~ Clv \. '· ,..,.,,.. o,,~Ll~Y ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE DWN BY: "'" CHKD BY: N' ' , PROJECT NO DRAWING NO. DAlE RVWD BY: ·~ ( rcoP2011 oost, DEV2017 0216 518 2A DocuSign Envelope ID: A05FA3C9-8830-4155-A111-79C2407528D55/13/2021