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HomeMy WebLinkAboutDWG 550-1A; PUD 2024-0002; CHERRY BEACH HOMES; 01-07SITEACA C I A A V E JUN I P E R A V E G A R F I E L D S T HEM L O C K A V E RED W O O D A V E TAM A R A C K A V E CHE S T N U T A V E C A R L S B A D B L V D J:\ACTIVE JOBS\4099 RINCON-CARLSBAD-CHERRY AVE\CIVIL\DRAWING\GRADING PLANS\4099-CV-GP-01-TITLE.DWG N.T.S. FIRM: PASCO, LARET, SUITER, AND ASSOCIATES, INC. ADDRESS: 1911 SAN DIEGO AVE, SUITE 100 CITY, STATE: SAN DIEGO, CA 92110 TELEPHONE: (858) 259-8212 BY: R.C.E. NO.: REGISTRATION EXPIRATION DATE: I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. DATE: CUT: FILL: IMPORT: EXPORT: REMEDIAL: CY CY CY CY TOTAL LOT AREA = TOTAL DISTURBED AREA = *TOTAL NEW / REPLACED IMPERVIOUS AREA = THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE 6, EPOCH 1991.35, GRID BEARING N 66°04'32" E BETWEEN STATION "CLSB-141" AND STATION "CLSB-119" AS SAID STATIONS ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK PER RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. SIGNED: G.E./P.E. NO.: DATE: LICENSE EXPIRATION DATE: (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALL LUMINAIRES SHALL BE "CUT OFF" TYPE ALLOWED. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED 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. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRSD DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY INDUCTION LIGHTS. SIGNED: 6,450 SF *NOTE: QUANTITIES WITHIN / SUBSET OF DISTURBED AREA DISTURBED ROW AREA = SIGNATURE DATE NAME: ADDRESS: PHONE NO.: 1 TITLE SHEET / NOTES 2 DEMO PLAN 3 GRADING PLAN 4 SECTIONS AND DETAILS 5 TIER 2 SWPPP COVER SHEET 6 TIER 2 SWPPP 7 SINGLE SHEET BMP 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, SPECIFICATIONS, 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. 7,795 SF 65 35 1,300 CY 0 30 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT (949)637-3254, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL PLAN (WPCP) TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. I, EDWIN CUNNINGHAM, A REGISTERED GEOTECHNICAL 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 JANUARY 23, 2024. TWO COPIES OF THE SOIL REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO 7531 DATED DEC. 4, 2024 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY GEOTEK INC.: JOB. NO. 3970-SD DATED 03/13/24 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED _________ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED________ 10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2) PREPARED BY: ___________ , SEE SHEETS 5-6. SW NO. ________ WDID NO. 9 375_________ 11. STORM WATER QUALITY MANAGEMENT PLAN (TRASH CAPTURE PREPARED BY: ___________ DATED: _________________ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL PLSA PLSA N/A N/A 81687 ABBREVIATION: SDRSD - SAN DIEGO REGIONAL STANDARD DRAWING CMWD - CARLSBAD MUNICIPAL WATER DISTRICT * NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO.FREQUENCY MAINTENANCE MAINTENANCE STORMWATER REQUIREMENTS THAT APPLY: STANDARD STORMWATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS YES NO EXEMPT FROM YES NO EXEMPT FROM TRASH CAPTURE?HYDROMODIFICATION? TRASH CAPTURE DWG _____ HOA 3 AS NEEDED MARCH 31, 2026 BRYAN A. KNAPP, R.C.E. 86542 03-31-2027 1,975 SF 9,770 SF REM TRITON TDAM 5(12) SEPTEMBER, 2024 PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANENTLY STABILIZE FLAT AREAS (≤5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. 3) RESTRICT ACCESS TO SITE - COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION ORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND 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 CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 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. 538-7L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. 34. PERMIT COMPLIANCE REQUIREMENTS: 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.8} 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 STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS 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. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. GEOTEK INC.PHONE NUMBER: (760) 599-0509 EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOWLINE FF = FINISHED FLOOR GF = GARAGE FACE IE = INVERT ELEVATION LA = LANDSCAPE AREA TC = TOP OF CURB TG = TOP OF GRATE ELEVATION TP = TREE PALM RIM = TOP OF RIM ELEVATION EXISTING GRADE FYSB = FRONT YARD SETBACK RYSB = REAR YARD SETBACK SYSB = SIDE YARD SETBACK FINAL MAP 1777 DWG 118-9 DWG 491-6A DWG 505-9A DWG 530-4A DWG 538-2A DWG 937-3 180 CHERRY AVENUE CARLSBAD CA 92008 APN 205-231-05-00 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CARLSBAD, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOT E IN BLOCK 1 OF PALISADES HEIGHTS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1777, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 11, 1924. (MORE FULLY DESCRIBED IN GRANT DEED RECORDED JUNE 3, 2003 AS DOCUMENT NO. 2003-0654626, IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER, O.R.) RREG INVESTMENTS SERIES, LLC SERIES I046, A DELAWARE LIMITED LIABILITY COMPANY 5315 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 (949) 637-3254 DESCRIPTION: LOCATION: RECORDED: ELEVATION:DATUM:NGVD 2926.52' THE SOUTHEAST CORNER OF A VAULT ADJACENT TO THE NORTHEAST CORNER OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE OVER THE AGUA HEDIONDA LAGOON 0.1 MI SOUTH OF TAMARACK AVENUE, 38 FT EAST OF THE EDGE OF PAVEMENT BY A SINGLE PARKING SPACE FOR THE FACILITY, BASED ON POINT NUMBER 141, AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF SURVEY 17271. 2-1/2 INCH BRASS DISK 2002 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON: OCTOBER 27, 2023 BY: PASCO, LARET, SUITER & ASSOCIATES TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 204-231-05-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 362 E 1665 ADDRESS: 180 CHERRY AVENUE, CARLSBAD, CA 92008 KEVIN DUNN FOR: RREG INVESTMENTS SERIES, LLC SERIES I046, A DELAWARE LIMITED LIABILITY COMPANY UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE CITY OF CARLSBAD(STREETS AND STORM DRAIN) CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) COX COMMUNICATIONS 811 (800)411-7343 (619)237-2787 (800)227-2600 (760)434-2980 (760)438-2722 (619)262-1122 PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O , C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. CHERRY BEACH HOMES BAK PUD 2024-0002 7 GR 2024-0024 4099-02 550-1A NAME: ADDRESS: PHONE NO.: KEVIN DUNN FOR: RINCON REAL ESTATE GROUP 5315 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 (949) 637-3254 TITLE SHEET / NOTES 1 550-1A I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. I (WE) ALSO UNDERSTAND AND ACKNOWLEDGE THAT I (WE) MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. ---------------------05-22-2025 05-22-2025 Docusign Envelope ID: 33D86FE8-BF9C-4672-8E2F-48E4C4AAFB2B 5/27/2025 *AS MODIFIED BY CITY OF CARLSBAD STANDARDS PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-WAY SETBACK LINE EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED FLOWLINE PROPOSED DIRECTION OF FLOW PROPOSED MASONRY RETAINING WALL PROPOSED PCC PAVEMENT* EXISTING FENCE EXISTING WATER MAIN (SIZE PER PLAN) EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING GAS MAIN (SIZE PER PLAN) PROPOSED 4" PVC PRIVATE STORM DRAIN PIPING PROPOSED 6" NDS STORM DRAIN CLEANOUT (BY NDS OR APPROVED EQUAL) PROPOSED 12"X12" BROOKS BOX W/ REM TRITON TDAM 5(12) X X W W S S G G 64 64 SDRSD C-01 & C-03 820 SF 1 EA PROPOSED 6" AREA DRAIN (BY NDS OR APPROVED EQUAL) PROPOSED 6" PVC PRIVATE STORM DRAIN PIPING SD SD NF NF GRADING NOTES STREET NOTES LEGAL DESCRIPTION BENCH MARK BASIS OF BEARINGS EROSION CONTROL NOTES SOURCE OF TOPOGRAPHY PROJECT LOCATION EARTHWORK QUANTITIES DISTURBED AND IMPERVIOUS AREA SOILS ENGINEER'S CERTIFICATE DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-7) - ~ ' OWNER'S CERTIFICATE PROJECT ADDRESS ABBREVIATION LEGEND REFERENCE DRAWINGS INDEX OF SHEETS OWNER INFORMATION DEVELOPER INFORMATION ABANDONMENT NOTES WORK TO BE DONE DESCRIPTION PLSA i1m-~ PLSAENGINEERING.COM LEGEND STD. SYMBOL QUANTITY -------- I 0 t----+--+---------------,t----+---+-----+----1 ~ 11 CITY OF CARLSBAD I LJ t-----t--+----------------t-----+--+----t---1 GRADING PLANS FOR: DA 1E INITIAL DA 1E INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL APPROVED: ENGINEERING MANAGER DWN BY: ---1 CHKD BY: __ RVWD BY: . JASON S. GELDERT RCE 63912 EXPIRES 9/30/26 DAlE PROJECT NO. I DRAWING NO. Docusign Envelope ID: EFDF80CA-14BF-4F1C-BF9F-93ED89567596 7/9/2025 12"TD 12"TD 12"TP 6"TP 10"TP 6"TP 8"TP 10"TP10"TP12"TP8"TP10"TP 10"TP 4"TP 4"TP 4"TP6"TP 4"TP 6"TD 12 " T P 3" T P ( 2 ) 4" T P ( 3 ) 4" T P ( 2 ) 8" T P 3" T P 10"TP 10"TP 12"TP 6" T P 10"TP 10"TP 6"TP 10"TP 12"TP 10"TP 2"TC 2"TC(2)2"TC 12"TP 6"TP 3"TP(2) 3"TP3"TP 3"TP 3"TP 4"TP 4"TP(3) 3"TP 3"TP 1"TC 1"TC 10"TP 8"TP 8"TP 10"TP 8"TP 12"TP 12"TP 18"TP 18"TP 10"TP 6"TP 10"TP 10"TP 10"TP 3"TP 1"TC 1"TC 1"TC 1"TC 2"TC 2"TC 1"TC 6" T P ( 2 ) 3"TP(2) 3"TP(3) 3"TP 3"TP 3"TP 8"TP 4" T P ( 2 ) 10"TP 4"TD (5) X X X X X X X XXXXXXXXXX OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OEOEOEOE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE C G G G SSSS W W W W W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE 3"TP(2) 63.28 TW 63.22 TW57.70 TW 57.70 TW 63.11 TW 63.15 TW 63.87 TW 63.25 TW 63.11 TW 61.43 TW 61.34 TW 61.31 TW 63.25 TW 57.81 TW 63.20 TW 63.11 TW 60.55 TC 60.14 FL 60.52 TC 60.12 FL 60.51 TC 60.10 FL 60.18 TC 60.08 FL 60.21 TC 60.11 FL 60.53 TC 60.14 FL 60.56 TC 60.11 FL 60.41 TC 59.94 FL 60.42 TC 59.93 FL 60.34 TC 59.91 FL 59.84 TC 59.79 FL 60.23 TC 59.76 FL 60.21 TC 59.67 FL 59.96 TC 59.27 FL 59.25 TC 58.67 FL 58.67 TC 58.56 FL 57.91 TC 57.84 FL 58.33 TC 57.77 FL 57.48 TC 56.84 FL 57.04 TC 56.40 FL 56.69 TC 55.89 FL 59.80 FF 59.81 FF 62.11 FF 62.16 FF 85.0 RF 81.9 RF 70.9 RF 70.9 RF 73.7 RF 74.3 RF 69.8 RF 75.3 RF 75.4 RF 80.0 RF 80.1 RF 58.53 58.91 59.50 59.52 59.82 60.80 61.13 61.09 61.06 60.28 62.72 59.6258.71 57.92 58.91 58.72 54 . 7 6 58.57 54.80 54.98 57.85 58.76 58.66 59.71 59.66 59.62 59.84 59.82 59.2958.55 58.92 58.19 59.1258.62 59.5557.76 60.92 60.91 60.90 60.88 60.89 60.98 61.00 60.60 60.44 60.61 60.75 60.70 60.66 60.94 59.61 57.1655.93 55.90 56 57 58 59 60 61 60 59 5 8 5 8 59 61 61 61 EXISTING 1 STORY BUILDING EXISTING 2 STORY BUILDING EX I S T I N G 2 S T O R Y B U I L D I N G (U N D E R C O N S T R U C T I O N ) EXISTING 1 STORY BUILDING N55°59'13"E 129.91' N3 4 ° 0 2 ' 0 1 " W 6 0 . 0 1 ' S55°58'50"W 129.91' S3 4 ° 0 1 ' 5 5 " E 5 9 . 9 9 ' CHERRY AVENUE GA R F I E L D S T R E E T EXISTING WALL TO BE REMOVED EXISTING TEMPORARY POWER POLE TO REMAIN EXISTING SECONDARY POWER POLE TO REMAIN; PROTECT IN PLACE PROPOSED DEVELOPMENT PER DWG 530-4A 60 . 0 ' 30 . 0 ' 30 . 0 ' 18 . 0 ' 18 . 0 ' 12 . 0 ' 17.8'17.9' 30.0'30.0' 60.0' 12.2' 5. 0 ' 6. 0 ' 5 5 5 7 6 6 6 6 2 8 6 3 3 2 3 2 2 4 4 3 1 1 1 1 APN: 204-231-04 BLOCK 1 LOT D MAP 1777 APN: 204-231-07 PARCEL 1 PM 22001 7 1 CL CL CLCL ROW ROW RO W RO W 9 9 9 9 9 9 EXISTING OVERHEAD ELEC. UTILITY TO REMAIN GRAPHIC SCALE: 1" = 10' 0 10'20'30' J:\ACTIVE JOBS\4099 RINCON-CARLSBAD-CHERRY AVE\CIVIL\DRAWING\GRADING PLANS PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O , C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. CHERRY BEACH HOMES BAK PUD 2024-0002 7 GR 2024-0024 4099-02 550-1A PLAN VIEW - DEMO PLAN SCALE: 1" = 10' HORIZONTAL 2 DEMO NOTES 1 EXISTING SURVEY MOMUMENT TO REMAIN; SEE NOTE 4 THIS SHEET EXISTING WALL TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING PAVERS TO BE REMOVED EXISTING STRUCTURE TO BE REMOVED EXISTING ONSITE FLATWORK/ PCC HARDSCAPE TO BE REMOVED EXISTING OFFSITE STRUCTURE TO REMAIN EXISTING WALL TO REMAIN EXISTING OVERHEAD UTILITY TO BE REMOVED PER SEPARATE WORK ORDER 2 3 4 5 6 1. CONTRACTOR TO KILL EXISTING GAS SERVICES PRIOR TO DEMOLITION OF ANY STRUCTURES 2. CLEAR AND GRUB EXISTING ONSITE VEGETATION; DISPOSE OF ANY EXISTING ONSITE DEBRIS. 3. EXISTING SEWER LATERAL LOCATION SHOWN HEREON; REMOVED AND CAP AT THE MAIN PER DWG 550-1 4. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE. MONUMENT(S) DISTURBED OR DESTROYED SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY. ADDITIONAL NOTES LEGEND PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-WAY EXISTING CONTOUR LINE EXISTING FENCE EXISTING WATER MAIN (SIZE PER PLAN) EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING GAS MAIN (SIZE PER PLAN) EXISTING CMU RETAINING WALL EXISTING BUILDING FOOTPRINT X X W W S S G G 7 8 DEMO PLAN 9 --------------------- NF NF •·· • I I I I I _______ ':,;_ / / i I I oO -;-.,_I, l 0 0 0 i 0 0 .. •.. • • 0 • • •. .• •· 0 0 0 • 0 0 \ X \ \ \ \ \ \ 0 X \ \ \ ---. 0 { I I I ---- 0 ---- • 0 --------, 0 ,f, •• ., <II . .,· .. 0 0 0 0 • 0 \ \ \ \ \ I \ • ., . 4 • \ \ 8 \ \ ) 0 IX)(J...._ .J., -=s;,__-'- • '. 111 •• .... ··.4 : ., • _<I . J. .... •. 0 ~ .. ·• ,; • 0 I I • .. .• • .• • . ..,.. ·.4 p --......__ s 8 8 -- 0 0 0 0 0 0 0 0 0 -------- ----64 ---- vzzzzzzzzzza t-----+--+-----------------,t-----+---+-----+----t ~ 11 CITY OF CARLSBAD I LJ t-----t--+----------------t-----+--+----t----1 GRADING PLANS FOR: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DAlE INITIAL OlHER APPROVAL CITY APf'ftOVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. Docusign Envelope ID: EFDF80CA-14BF-4F1C-BF9F-93ED89567596 7/9/2025 12"TD 12"TD 12"TP 6"TP 10"TP 6"TP 8"TP 10"TP10"TP12"TP8"TP10"TP 10"TP 4"TP 4"TP 4"TP6"TP 4"TP 6"TD 12 " T P 3" T P ( 2 ) 4" T P ( 3 ) 4" T P ( 2 ) 8" T P 3" T P 10"TP 10"TP 12"TP 6" T P 10"TP 10"TP 6"TP 10"TP 12"TP 10"TP 2"TC 2"TC(2)2"TC 12"TP 6"TP 3"TP(2) 3"TP3"TP 3"TP 3"TP 4"TP 4"TP(3) 3"TP 3"TP 1"TC 1"TC 10"TP 8"TP 8"TP 10"TP 8"TP 12"TP 12"TP 18"TP 18"TP 10"TP 6"TP 10"TP 10"TP 10"TP 3"TP 1"TC 1"TC 1"TC 1"TC 2"TC 2"TC 1"TC 6" T P ( 2 ) 3"TP(2) 3"TP(3) 3"TP 3"TP 3"TP 8"TP 4" T P ( 2 ) 10"TP 4"TD (5) X X X X X X X XXXXXXXXXX OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OEOEOEOE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE C G G G W W W W W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE 3"TP(2) 63.28 TW 63.22 TW57.70 TW 57.70 TW 63.11 TW 63.15 TW 63.87 TW 63.25 TW 63.11 TW 61.43 TW 61.34 TW 61.31 TW 63.25 TW 57.81 TW 63.20 TW 63.11 TW 60.55 TC 60.14 FL 60.52 TC 60.12 FL 60.51 TC 60.10 FL 60.18 TC 60.08 FL 60.21 TC 60.11 FL 60.53 TC 60.14 FL 60.56 TC 60.11 FL 60.41 TC 59.94 FL 60.42 TC 59.93 FL 60.34 TC 59.91 FL 59.84 TC 59.79 FL 60.23 TC 59.76 FL 60.21 TC 59.67 FL 59.96 TC 59.27 FL 59.25 TC 58.67 FL 58.67 TC 58.56 FL 57.91 TC 57.84 FL 58.33 TC 57.77 FL 57.48 TC 56.84 FL 57.04 TC 56.40 FL 56.69 TC 55.89 FL 59.80 FF 59.81 FF 62.11 FF 62.16 FF 85.0 RF 81.9 RF 70.9 RF 70.9 RF 73.7 RF 74.3 RF 69.8 RF 75.3 RF 75.4 RF 80.0 RF 80.1 RF 58.53 58.91 59.50 59.52 59.82 60.80 61.13 61.09 61.06 60.28 62.72 59.6258.71 57.92 58.91 58.72 54 . 7 6 58.57 54.80 54.98 57.85 58.76 58.66 59.71 59.66 59.62 59.84 59.82 59.2958.55 58.92 58.19 59.1258.62 59.5557.76 60.92 60.91 60.90 60.88 60.89 60.98 61.00 60.60 60.44 60.61 60.75 60.70 60.66 60.94 59.61 57.1655.93 55.90 56 57 58 59 60 61 60 59 5 8 5 8 59 61 61 61 EXISTING 1 STORY BUILDING EXISTING 2 STORY BUILDING EX I S T I N G 2 S T O R Y B U I L D I N G (U N D E R C O N S T R U C T I O N ) EXISTING 1 STORY BUILDING N55°59'13"E 129.91' N3 4 ° 0 2 ' 0 1 " W 6 0 . 0 1 ' ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( )( ) ( )( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) G G G G G G G G G G G G G G G G G G G G G G G G G WWWWWWWWWWWWWWWWWWWWWW S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W S S S W W W W W W W S E E E E E E EE W W W W W W S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD G G G G G G G G G G G G G G G G G G E E E E E E E E E E EEEEEEEEE JT JT JT JT E E G G G G G G SSSSS S CHERRY AVENUE SEE DWG 550-1 FOR ROW IMPROVEMENTS GF F 6 1 . 4 GA R F I E L D S T R E E T SE E D W G 5 5 0 - 1 F O R R O W I M P R O V E M E N T S GFF 60.1 PROPOSED RESIDENCE - UNIT 2 FF = 60.8 PAD = 60.1 PROPOSED RESIDENCE - UNIT 3 FF = 62.1 PAD = 61.4 3.3% A B B 60 . 0 ' 30 . 0 ' 30 . 0 ' 18 . 0 ' 18 . 0 ' 17.8'17.9' 30.0'30.0' 60.0' 12.2' 6. 0 ' RY S B 10 . 0 ' FY S B 10.0' SYSB 16.0' 16 . 0 ' 10.0' 5. 0 ' 3 5 3 5 5.0'6.0' (2 . 5 % ) (4 . 0 % ) 5 2% 5% M I N 35 5% M I N 1.0% MIN. 1. 0 % M I N . 1.0% MIN. 6 GB GB 2. 0 % 1. 3 % 2.0% 2.0%4.7% 4.7% 4 4 4 4.2'5.2' 4. 8 ' 4 CL CL CLCL ROW RO W RO W FG 60.1 FG 60.1 FG 61.4 FG 61.4 FG 61.4 FS 62.0 FG 61.4 FL 61.1/HP TG 60.7IE 59.2 TG 60.9 IE 58.6 EXISTING POWER POLE P294107 TO REMAIN; PROPOSED CONDUIT RISER AND COVERT TO PRIMARY CABLE POLE PER SEPARATE SDGE WORK ORDER EXISTING FIRE HYDRANT TO REMAIN PROPOSED TRANSFORMER LOCATION EX. 8" PVC WATER MAIN PER CMWD DWG 937-3 EX. 6" VC SEWER MAIN PER DWG 118-9 EX. 8" VC SEWER MAIN PER DWG 118-9 EX. 6" ACP WATER MAIN PER CMWD DWG 88-105 SEWER MH (RIM 60.9) (IE 50.40) 1 1 3 TW 61.67TW@FG 61.3BW 60.0TF 59.0 TW 61.67 TW@FG 61.4 BW 60.0 TF 59.0 TW 60.33TW @ FG 60.1(BW @ FG 59.4) TF 58.33 TW 61.66TW @ FG 61.4(BW @ FG 59.7)TF 59.0HP/FL 59.9 (FS 60.6) FS 60.6 FS 60.6 (FS 60.0) FS 59.8 HP/FL 61.2 FG 61.4 FS 62.0 HP/FL 61.2 TG 60.9 59.0 IE TW 61.0TW@FG 60.9BW 60.9TF 59.0 TG 59.4 IE 58.6 RIM 60.0 IE 58.5 TG 60.5 IE 59.6 PROPOSED BUILDING OVERHANG (TYP.) FS 61.4 FS 60.0 FS 61.3 FS 61.3 1 TW 61.0(TW @ FG 60.7) BW @ FG 60.7 59.0 8 8 8 7 7 TW 60.33 TW @ FG 60.1 (BW @ FG 59.0) TF 58.33 TW 61.66 TW @ FG 61.4 (BW @ FG 60.3) TF 59.66 6" PVC SD; 51.0 LF @1.2% 4" PVC SD; 40.0 LF @1.0% 4" PVC SD; 8.0 LF @1.3% 6" PVC SD; 4.3 LF @2.3% 6" PVC SD; 45.0 LF @1.4% 7 7 STRUCTURAL COLUMN (TYP.) (FS 60.7)FS 60.9 2% 2 STEPS; 0.55' RISE 1' RUN FS 61.9 2.0% 61 61 60 5 9 APN: 204-231-04 BLOCK 1 LOT D MAP 1777 FS 60.7 FS 62.0 5 HP/FL 61.2 4" PVC SD; 34.0 LF @1.2% (FG 59.4)(FG 59.0) 1.0% 10 S55°58'50"W 129.91' S3 4 ° 0 1 ' 5 5 " E 5 9 . 9 9 ' GFF 59.1 PROPOSED RESIDENCE - UNIT 1 FF = 59.8 PAD = 59.1 (4.3%) PROPOSED DEVELOPMENT PER DWG 530-4A 3 A 12 . 0 ' 12.0' SYSB 16.0' 10.0'3 3 5 5 9 1. 0 ' 5. 0 ' 6. 0 'L.A. 5% MI N 5% M I N 5 5% M I N 5% M I N 1. 0 % M I N . 1.0% MIN. 6 5 GB 1. 3 % 5. 3 % 2. 0 % 2. 0 % 2. 0 % 4. 0 % 4 4 4 2 4 4 4 4.2'5.2' 4. 8 ' 4. 8 ' 10.9' 4 4 ROW FG 59.1 FG 59.1 FG 59.1 FG 60.1 FG 60.1 EXISTING WALL TO BE REMOVED EXISTING WALL TO BE REMOVED FG 59.1 TG 59.4IE 58.2 TG 58.7 IE 57.75 IE 57.15 TG 59.1IE 57.85 EXISTING TEMPORARY POWER POLE TO REMAIN EXISTING SECONDARY POWER POLE TO BE PROTECTED IN PLACE 1 1 TW 60.33 TW@FG 60.1 BW 59.0 TF 58.33 TW 59.67 TW@FG 59.1 BW 59.1 TF 58.33 TW 60.33 TW@FG 60.1 BW 59.1 TF 58.33 EXISTING WALL TO REMAIN TW 59.66 TW @ FG 59.0 (BW @ FG 58.7) TF 55.0 TW 59.66 (TW @ FG 59.6) BW @ FG 58.9 TF 57.66 TW 60.33 (TW @ FG 59.6) BW @ FG 58.9 TF 58.33 FS 58.2 FS 58.8 FS 59.4 RIM 59.1 IE 51.6 RIM 59.2 IE 52.0 HP/FL 59.9 RIM 59.1 IE 57.8 HP/FL 58.9 TG 58.7IE 57.9 FS 59.1 FS 59.0 FS 59.0 PROPOSED BUILDING OVERHANG (TYP.) FS 60.0 FS 60.1 3 TG 58.5 IE 57.5 TW 59.66 TW @ FG 59.1 (BW @ FG 58.0) TF 55.0 TW 59.66 TW @ FG 59.1 (BW @ FG 57.8) TF 55.0 TW 59.66TW @ FG 59.1(BW @ FG 57.5) TF 55.66 8 TW 59.0TW @ FG 57.6 (BW @ FG 57.6)TF 55.66 7 7 7 TW 59.66TW @ FG 59.1(BW @ FG 58.0) TF 57.66 6" PVC SD;49.5 LF @0.7% 6" PVC SD;49.4 LF @0.5% 6" PVC SD; 35.2 LF @1.0% HP/ FL 58.9 4" PVC SD; 7.6 LF@1.3% 6" PVC SD;3.0 LF@1.7% 7 STRUCTURAL COLUMN (TYP.) 4 6 APN: 204-231-07 PARCEL 1 PM 22001 FS 59.7 FS 59.7 58 6 HP/ FL 58.9 5 TG 58.7IE 58.1 4" PVC SD;35.0 LF @1.0% 10 . 0 ' F Y S B (FG 58.7) 4 (TW 58.0) (BW 57.5) (TF 55.7) (TW 58.0)(BW 55.5)(TF 55.0) (TW 58.0)(BW 55.5)(TF 55.0) TW 59.66 TW @ FG 59.1 (BW @ FG 58.7) TF 55.0 4 C C TW 59.0 TW @ FG 58.8 (BW @ FG 58.0)TF 55.0 7.6' 4 10 10 SEE WALL / POWER POLE DETAIL THIS SHEET RIM 60.8IE LIMIT WALL FOOTING (TYP.) LIMIT WALL FOOTING(TYP.) OEOE OE OE 57.81 TW 81.9 RF 54.98 SD SD 1. 7 ' 1. 7 ' 1.7' EXISTING SECONDARY POWER POLE TO BE PROTECTED IN PLACE TW 59.66TW @ FG 59.1(BW @ FG 58.0)TF 55.0 TW 59.66 TW @ FG 59.1 (BW @ FG 57.8) TF 55.0 4 4 TW 59.0 TW @ FG 58.8 (BW @ FG 58.0) TF 55.0 4 6" PVC SD GRAPHIC SCALE: 1" = 10' 0 10'20'30' J:\ACTIVE JOBS\4099 RINCON-CARLSBAD-CHERRY AVE\CIVIL\DRAWING\GRADING PLANS PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O , C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. CHERRY BEACH HOMES BAK PUD 2024-0002 7 GR 2024-0024 4099-02 550-1A EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED. INSTALL 12" X 12" BROOKS BOX OR APPROVED EQUAL W/ REM TRITON TDAM-PERF-FTC TDAM5(12) OR APPROVED EQUAL *TRASH CAPTURE BMP CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-1; CONNECT SUB DRAIN TO PRIVATE STORM DRAIN CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-3; CONNECT SUB DRAIN TO PRIVATE STORM DRAIN INSTALL 6" AREA DRAIN BY NDS OR APPROVED EQUAL INSTALL 6" NDS STORM DRAIN CLEANOUT OR APPROVED EQUAL PLAN VIEW - GRADING PLAN SCALE: 1" = 10' HORIZONTAL CONSTRUCTION NOTES 1 2 3 4 5 6 7 8 CONSTRUCT 4" PCC PAVEMENT CALTRANS 150-FT SIGHT DISTANCE VIEW CORRIDOR PER CALTRANS HIGHWAY DESIGN MANUAL INSTALL DUAL 3" PVC SIDEWALK UNDER DRAIN PER SDRSD D-27 DECK DRAIN POC TO BURIED STORM DRAIN SYSTEM SEE SEPARATE BUILDING PLANS FOR CONTINUATION EXISTING EASEMENTS EASEMENTS HEREIN ARE TAKEN FROM RECORD INFORMATION PER ORDER NO. 00200337-996-SD1-CF2 DATED OCTOBER 12, 2023. EASEMENT TO WM. G. KERCKHOFF COMPANY FOR UTILITY PURPOSES, RECORDED NOVEMBER 14, 1945 AS BOOK 1973, PAGE 354, O.R. BLANKET IN NATURE AND NOT SHOWN HEREON. EASEMENT TO SDG&E FOR ANCHOR PURPOSES RECORDED OCTOBER 26, 1948 AS BOOK 2996, PAGE 111, O.R. 6 9 GENERAL NOTES 1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION. 2. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHERWISE NOTED. 4. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED. 5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT MINIMUM OF 2.0% FOR 10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER. 3 5 GRADING PLAN 10 DETAIL - WALL / POWER POLE SCALE: 1" = 5' HORIZONTAL GRAPHIC SCALE: 1" = 5' 0 5'10'15' --------------------- NF NF I - r / --/ / / / / I I I I I I I \i_ 0 0 0 'y -1 I '1---. 0 f-. - 0 \ I I o , I I(_, o I I l lliiiii=i , 0 o 0 ~ I _· -____:_S •• \ 0 \ \ \ \ \ 0 0 0 \ --- \ \~ L ~~. t! I \ I 1 0 ) © ~ r 0 0 II ,! I ~ 0 I ' \ \ -l 0 \ Ii I I~ J ~ lj J \11/-'s ~\\ \ \ +- \ • \ - '\ j \ ~ - - -+ ------',,I . -1-i +-I i ti~~ 7· I, • I \ 1 t \ ------,---____.___.__--------,--------------+---------, ~~I \ t- i \ 'I ( 1L J_ 0 0 0 0 0 0 0 0 0 0 0 0 ,I - ~~- rf ~ 0 + \ I -- -PLSA "' w I■ ~ 0:: ;J C/VI OF C/\l PLSAENGINEERING.COM I SHEET II CITY OF CARLSBAD 11 SHEETS I GRADING PLANS FOR: ---+---+--------------+---+---+---+----1 APPROVED: JASON S. GELDERT 1---+---+--------------+---+---+---+----1 ~EN~Gl:;::NEE~Rl:;:N:::::G ::MAN:::::A::GER=:';::::::::RCE=::::::::63::::91:::::2:::::::::EXP::::::IRES=:9=:::;30~26:::::::::::::D:::::::AlE::::::: 1---=c=A1E=-+=1N1=11.c-+-,-------------+-----if-----1-----if-----1 DWN BY: --PROJECT NO. I DRAWING NO. ~ t--DA_lE~I_Nlll_AL-+-_DA_lE~I_Nlll_AL--1 CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: Docusign Envelope ID: EFDF80CA-14BF-4F1C-BF9F-93ED89567596 7/9/2025 50 UNIT 1 59.8 FF 59.1 PAD UNIT 2 60.8 FF 60.1 PAD UNIT 3 62.1 FF 61.4 PAD 10'10'10' SYSB 19.6' GARFIELD STREET SEE DWG 550-1 4.7%5% 5%5% 5% 4.2'5.2' 5% EX. WALL TO REMAIN 30.0' SLOPED GARAGE 10' SYSB FG 59.1 FG 59.1 FG 60.1 FG 60.1 FG 61.4 5.2' 4.2' DASHED LINE REPRESENTS LINE OF EXISTING GRADE PROPOSED 4" PCC PAVEMENT DRIVEWAY PROPOSED 4" PRIVATE PVC STORM DRAIN EX. WALL FOOTING ORIENTATION IS APPROXIMATE AND NOT SURVEYED. CONDITION AND LIMITS OF FOOTING TO BE FIELD VERIFIED 58.7 FL 58.8 FL 59.6 FL 59.8 FL 61.1 FL EX. WALL TO BE REMOVED PROPOSED MASONRY RETAINING WALL PER SDRSD C-3; DEEPEN FOOTING AS NECESSARY TO AVOID SURCHARGE ON ADJACENT WALL 59.66 TW 59.1 TW@FG (58.0 BW) 55.0 TF HMAX= 4.7' 2.0% PROPOSED 4" PRIVATE PVC STORM DRAIN PROPOSED 4" PRIVATE PVC STORM DRAIN (58.0 TW) (55.5 BW) (55.0 TF) 0.5' GRADE BREAK (~ 5 5 . 3 F F ) (~ 5 4 . 6 P A D ) 1 1 1 1 1 1 1 1 REMEDIAL GRADING PER GEOTECH RECOMMENDATIONS 3.6' SDRSD C-1 MASONRY RETAINING WALL SDRSD C-1 MASONRY RETAINING WALL 60 UNIT 2 60.8 FF 60.1 PAD CHERRY AVE SEE DWG 550-1 30.0' SLOPED GARAGE 3.8% 10' FYSB 23.0'6' RYSB EX. WALL TO BE REMOVED PL FS 60.1 DASHED LINE REPRESENTS LINE OF EXISTING GRADE PROPOSED 4" PCC PAVEMENT DRIVEWAY 5% EX. WALL FOOTING ORIENTATION IS APPROXIMATE AND NOT SURVEYED. CONDITION AND LIMITS OF FOOTING TO BE FIELD VERIFIED EX. STRUCTURE TO REMAIN 5' 59.6 FL PROPOSED MASONRY RETAINING WALL PER SDRSD C-3 60.33 TW 60.1 TW@FG) (58.9 BW) H=1.43-FT 2.0% 4.5' X X PROPOSED FENCING PER SEPARATE LANDSCAPE PLAN; COMBINED WALL AND FENCE HEIGHT NOT TO EXCEED 6-FT 60.1 FG REMEDIAL GRADING; 1:1 PROJECTION PER GEOTECH RECOMMENDATIONS REMEDIAL GRADING; 1:1 PROJECTION PER GEOTECH RECOMMENDATIONS REMEDIAL GRADING PER GEOTECH RECOMMENDATIONS 1 1 1 1 1 1 PL 0.5' 4.0' ROW EXISTING PCC 5' WIDE SIDEWALK 2.0% EXISTING 6" PCC CURB & GUTTER EXISTING 8" PVC WATER MAIN TO REMAIN PER DWG 937-3 EXISTING PCC SIDEWALK TO REMAIN PROP. 8" PVC SEWER MAIN VARIESVARIESVARIES 60.0' 30.0' 30.0' 12.0' 36.0' 12.0' 18.0' ± TO TC 18.0' ± TO TC CLPL 5'PR O J E C T S I T E AP N : 2 0 4 - 2 3 1 - 0 5 SAW CUT EXISTING PAVEMENT PER DETAIL SHEET 2 PROPOSED 8" PCC CURB AND GUTTER PER MODIFIED SDRSD G-2 SEE DETAIL SHEET 2 ROW EXISTING PCC 5' WIDE SIDEWALK VARIES EXISTING 6" PCC CURB EXISTING 6" ACP WATER MAIN TO REMAIN PER DWG 88-105 EXISTING PCC CURB AND SIDEWALK TO REMAIN EXISTING 8" VC SEWER MAIN TO REMAIN PER DWG 118-9 VARIES VARIESVARIES 60.0' 30.0' 30.0' 12.0' 36.0' 12.0' 18.0' ± TO TC 18.0' ± TO TC SAWCUT EXISTING AC PAVEMENT PER DETAIL THIS SHEET CL PL 5'PR O J E C T S I T E AP N : 2 0 4 - 2 3 1 - 0 5 EXISTING PAVEMENT TO REMAIN 10.0' 5% 5% SDRSD C-1 MASONRY RETAINING WALL FG = PAD FL = PAD - 0.2'FF = PER PLAN PAD = PER PLAN FF = PER PLAN PAD = PER PLAN 3.0' MIN.1.2' 4.2'5.2' 3.0' MIN.2.2' FG = PAD FL = PAD - 0.2' 4.2' 5.2' PROPOSED 4" PRIVATE PVC STORM DRAIN X FENCE PER SEPARATE LANDSCAPE PLANS; COMBINED WALL AND FENCE HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE TW PER PLAN = TOP OF WALL AT FINISH SURFACE 0.5' MIN COVER OVER FOOTING PER SDRSD TYP. BW PER PLAN = BOTTOM OF WALL AT FINSIHED GRADE 4" PERFORATED FRENCH DRAIN PL 1.0' 0.83' 3/4" TO 1" CLEAN CRUSHED ROCK PER BACKFILL PER GEOTECH RECOMMENDATIONS 0.50' PL 6.0' UNIT 1 59.8 FF 59.1 PAD 1:1 ZONE OF INFLUENCE REMEDIAL GRADING PER GEOTECH RECOMMENDATIONS 59.66 TW 59.1 TW@FG (58.0 BW) 57.0 TF EX. WALL TO BE REMOVED EX. WALL FOOTING ORIENTATION IS APPROXIMATE AND NOT SURVEYED. CONDITION AND LIMITS OF FOOTING TO BE FIELD VERIFIED 58.9 FL 59.1 FGPROPOSED MASONRY RETAINING WALL PER SDRSD C-3 1 1 1 1 DASHED LINE REPRESENTS APPROX. EXISTING GRADE 12"TD 12"TD 12"TP6"TP 10"TP 6"TP 8"TP 10"TP10"TP12"TP8"TP10"TP10"TP 4"TP4"TP 4"TP6"TP 4"TP 6"TD 12"T P 3"TP ( 2 ) 4"TP ( 3 ) 4"TP ( 2 ) 8"TP 3"TP 10"TP 10"TP 12"TP 6"T P 10"TP 10"TP 6"TP 10"TP 12"TP 10"TP 2"TC 2"TC(2)2"TC 12"TP 6"TP 3"TP(2)3"TP3"TP 3"TP 3"TP 4"TP 4"TP(3) 3"TP 3"TP 1"TC 1"TC 10"TP 8"TP 8"TP 10"TP 8"TP 12"TP 12"TP 18"TP 18"TP 10"TP 6"TP 10"TP 10"TP 10"TP 3"TP 1"TC 1"TC 1"TC 1"TC 2"TC 2"TC 1"TC 6"T P ( 2 ) 3"TP(2) 3"TP(3) 3"TP 3"TP 3"TP 8"TP 4"TP ( 2 ) 10"TP 4"TD (5) X XX 3"TP(2) 63.28 TW 63.22 TW57.70 TW 57.70 TW 63.11 TW 63.15 TW 63.87 TW 63.25 TW 63.11 TW 61.43 TW 61.34 TW61.31 TW 63.25 TW 57.81 TW 63.20 TW 63.11 TW 60.55 TC60.14 FL 60.52 TC60.12 FL 60.51 TC60.10 FL 60.18 TC60.08 FL 60.21 TC60.11 FL 60.53 TC60.14 FL 60.56 TC60.11 FL 60.41 TC59.94 FL 60.42 TC59.93 FL 60.34 TC59.91 FL 59.84 TC59.79 FL 60.23 TC59.76 FL 60.21 TC59.67 FL59.96 TC59.27 FL 59.25 TC58.67 FL58.67 TC58.56 FL57.91 TC57.84 FL58.33 TC57.77 FL 57.48 TC56.84 FL 57.04 TC56.40 FL 59.80 FF 59.81 FF 62.11 FF 62.16 FF81.9 RF 70.9 RF 70.9 RF 73.7 RF 74.3 RF 69.8 RF 75.3 RF 75.4 RF 80.0 RF 80.1 RF 58.53 58.91 59.50 59.52 59.82 60.80 61.13 61.09 61.06 60.28 62.72 59.6258.71 57.92 58.91 58.72 54.7 6 58.5754.80 54.98 57.85 58.76 58.66 59.71 59.66 59.62 59.84 59.82 59.2958.55 58.92 58.19 59.1258.62 59.5557.76 60.92 60.91 60.90 60.88 60.89 60.60 60.44 60.61 60.75 60.70 60.66 60.94 59.61 57.16 57 58 59 60 61 60 5958 58 59 61 61 61 EXISTING1 STORYBUILDING EXISTING2 STORYBUILDING (UN D E R C O N S T R U C T I O N ) EXISTING1 STORYBUILDING ( )( ) ( )( )( )( )( )( )( )( ) ( )( ) ( )( )( )( )( )( ) ( )( ) ( )( ) ( )( ) ( )( ) ( )( ) ( )( ) ( )( ) ( )( ) ( )( ) ( )( ) ( )( ) S S S W W W W W W S S SD SD SD SD S CHERRY AVENUE GA R F I E L D S T R E E T A A B C C B D D FF = 59.8 PAD = 59.1 GFF = 60.1 SDRSD C-1 MASONRY RETAINING WALL 4" PCC PAVEMENT 60.1 FS 2.0% 59.9 HP/FL 60.33 TW 59.1 BW59.1 FG 58.9 HP/FL 10.0' 4.0'5.0' 1.0' 5% 6" PVC SD; 58.1 IE SECTION A-A SECTION B-B TYPICAL DETAIL - CHERRY AVENUE TYPICAL DETAIL - GARFIELD STREET SCALE: 1"=5' SCALE: 1"=5' NOT TO SCALE NOT TO SCALE PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O , C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. CHERRY BEACH HOMES BAK PUD 2024-0002 7 GR 2024-0024 4099-02 550-1A SECTIONS & DETAILS TYPICAL DETAIL - SIDE YARD DRAINAGE SCALE: 1"=2' 4 TYPICAL DETAIL - RETAINING WALL NOT TO SCALE SECTION C-C SCALE: 1"=5' PLAN VIEW - KEY MAP SCALE: 1"=50' SECTION D-D SCALE: 1"=5' TYPICAL ROAD SECTION NOTE: IMPROVEMENTS SHOWN IN ROAD TYPICAL SECTION PER DWG 550-1 DWG 550-1 DWG 550-1 PER DWG 550-1 DWG 550-1 --------------------- NF NF PL I-- I I PL _.I CL ______ I I I ~ ,.,,,..,., ,--_--.-------~ -. _ FS61.4 I ---I I JI 11 w= , II !J::11 1-111 11 _., 11 ~ 1 , ,:;:~1~ ;111:: ;1 I 1;: ;111 1 1 1 1 1 TIJ 111 1I1 111 1 I I I I I I I I I I II 11 I II I 1 1 I 1 111~1 ~ ~:' ;1 I 1;' ;1 I 1;: ~:JTT~1~ ~:: ;1 I 1:: 1 1 I 1 1 I 1 1I1 111 1 I I I I = J __ , 11 1 1 I 1 1 ; ;1 I 1;; :m:; ;1 I ~I I 1;: ffil 11 1 I lill~-~ s;:it_~:__:_~ -~-~~~~3 I ~-~:-------=w 111= I _111 I - I l=ill= -I= = = =w=I I = -___,__ I-- - I lm~rn~m~-=,.!.!J1 i~ I I I 9. I I I J:IACTIVE JOBSl4099 RINCON-CARLSBAD-CHERRY AVEICIVIL IDRAWINGIGRAOING PLANS CL I I I ------... J ~Tl'=o:'t:-~/:-~-::-~ :~~ ·:•~ \•-~ ·.~-~ ·::-~-': ------c ~ ,_ I I 11 I I I ;04• ,;._."'• ~-~• • L. • L:;.L I • • "" -----··-·;y ,-··---/ • <='=· =:f=/ =·===')I ~ -----J ·,-------- 111--=-=-=-t-t-+====-H , ',,.t_-=,r-L::::::::==-L_L. .• 6 0. •0 , I 1=1 ._,_-I -11- ' ' tt==t=~================~==~==t==t==l~I CITY OF CARIBBAD II~ E==t=j================~==~==E==E=3 GRADING PLANS FOR: E==t=j================~==~==E==E=3 r'ilAP~PR~OVE~D:====:====J:;:;::;AS;;:;:ON===s.=G=ELD=ERdT t~~~~-d'--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~---+~-=---+~~==i=+::=:==r~~=i ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DAlE DAlE INITIAL DWN BY: I ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL CHKD BY: __ , PROJECT NO. I DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWI) BY: _ _ Docusign Envelope ID: EFDF80CA-14BF-4F1C-BF9F-93ED89567596 7/9/2025 SITEACA C I A A V E JUN I P E R A V E G A R F I E L D S T HEM L O C K A V E RED W O O D A V E CHE S T N U T A V E C A R L S B A D B L V D PLSA 4099J:\ACTIVE JOBS\4099 RINCON-CARLSBAD-CHERRY AVE\CIVIL\DRAWING\GRADING PLANS\4099-CV-GP-05-SWPPP COVER.DWG VICINITY MAP N.T.S. TIER 2 SWPPP Best Management Practice* (BMP) Description Construction Activity CASQA Designation BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Pollution Control BMPs Waste Management and Materials Management BMPs Non-Storm Water Control BMPs Tracking BMPs Sediment Control BMPsErosion Control ENGINEERING DEPARTMENT BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O , C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 7 CHERRY BEACH HOMES PUD 2024-0002 550-1A 5 THE DEVELOPER SHALL 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 FORECASTED, 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 SHALL 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 AND 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 HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION 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 DEPLOYMENT OF "WEATHER TRIGGERED BMPS". THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO 9. ALL INACTIVE AREAS MUST BE PROTECTED WITH THE APPROPRIATE EROSION CONTROL 10. PERIMETER PROTECTION AND SEDIMENT CONTROL BMPs WILL BE UPGRADED, IF NECESSARY, 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED 13. ALL CONSTRUCTION SITES ARE TO MAINTAIN EMERGENCY STOCKPILES OF BMPs ONSITE THROUGHOUT THE YEAR. BMPs MUST BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR THE DURATION OF THE PROJECT. THE FOLLOWING INCLUDES A PARTIAL LIST 14. THE OWNER/DEVELOPER/CONTRACTOR MUST HAVE AN APPROVED SWPPP AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HRS 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE PROJECT PROPONENT MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. 18. ALL TREATMENT CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF 50% OR GREATER. IN ADDITION, TREATMENT CONTROL BMPs 19. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR REPLACED AS SOON AS POSSIBLE. 21. THE CITY RESERVES THE RIGHT TO TEMPORARILY STOP WORK ON ANY CONSTRUCTION SITE THAT MAY HAVE THE POTENTIAL TO DISCHARGE DURING A RAIN EVENT DUE TO LACK OF BMPs, PROXIMITY TO AN ENVIRONMENTALLY SENSITIVE AREA, PREVIOUS COMPLIANCE ISSUES, AMOUNT AND DURATION OF RAIN EXPECTED, AND/OR ANY OTHER STORM WATER COMPLIANCE ISSUE. EACH SITE WILL BE EVALUATED ON A CASE BY CASE BASIS TO DETERMINE IF A TEMPORARY 20. ALL CONSTRUCTION WORKERS, INCLUDING SUB-CONTRACTORS, MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE PRIOR TO OF THE QUANTITIES AND TYPES OF BMPs THAT MUST BE STOCKPILED FOR EMERGENCY DEPLOYMENT. THESE QUANTITIES ARE IN ADDITION TO THE AMOUNT OF MATERIALS THAT OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 50% CHANCE OF RAIN WITHIN A 2-DAY NATIONAL WEATHER SERVICE FORECAST). HAVE BEEN COMPLETED. 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 AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS COMPLETED. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED 3. ALL EROSION CONTROL DEVICES SHALL BE RESTORED TO WORKING ORDER TO THE 4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO INCOMPLETE GRADING OR UNFORSEEN CIRCUMSTANCES. THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). FROM RINCON HOMES INC. AT (PHONE NO.) 949-636-6206. WITHOUT THE APPROVAL OF THE CITY INSPECTOR. SATISFACTION OF THE CITY ENGINEER AFTER EACH RAIN EVENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL BMP PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY AND WHEN THREE (3) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAIN EVENT. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. BMPs AS DESCRIBED IN THE STORM WATER POLLUTION PREVENTION PLAN. THIS INCLUDES TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. MUST BE INSPECTED AND/OR SERVICED PRIOR TO OCTOBER 1 OF EACH YEAR. VERIFICATION OF THESE INSPECTIONS WILL BE PROVIDED TO THE CITY UPON REQUEST. ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. THE ABILITY TO INSTALL BMPs IN A PROMPT MANNER IS NOT SUFFICIENT; BMPs MUST BE INSTALLED FOR THESE AREAS. ARE REQUIRED TO BE INSTALLED ACCORDING TO THE SWPPP OR EROSION CONTROL PLAN: SILT FENCE 25% ROCK BAGS 125% FIBER ROLLS 50% TRACKING CONTROL 25% OTHER BMPs DETERMINED AS NEEDED STOP WORK IS NECESSARY. COMMENCING CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 1 OF EACH YEAR. TRAINING RECORDS MUST BE RETAINED WITHIN THE SWPPP AND AVAILABLE UPON REQUEST. AND MAINTAINED. 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN THE CITY'S ENGINEERING STANDARDS AND LANDSCAPE MANUAL, CASQA AND THE FOLLOWING: A. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 - COVER CROP /AND EROSION CONTROL MATTING COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. b. STANDARD 2 - GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD 3 - LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD 4 - TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. B. SLOPES 6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREET REQUIRE AT A MINIMUM STANDARD 1 (COVER CROP OR EROSION CONTROL MATTING). b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD 1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP, 2 AND 3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARD 1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP, 2, 3, AND 4. d. REQUIRING PLANTING SHALL BE IRRATED WITH A PERMANENT, AUTOMATICALLY CONTROLLED, IRRIGATION SYSTEM COVERING 100% OF THE PLANTED AREA IN CONFORMANCE WITH THE CITY'S SLOPE IRRIGATION STANDARDS. C. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD 1 WITH ONE OF MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED EACH SLOPE IS BROUGHT AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING 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 OR CITY PLANNER. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. STUART HATCH --------------------- NF NF GR 2024-0024 STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS RAIN EVENT PLANNING NOTES TIER 2 CITY STORM WATER EROSION CONTROL HYDROSEEDING. PLANTING AND IRRIGATION POLLUTION PREVENTION PLAN (TIER 2 SWPPP) ' C: ➔ C: C: .2 --"" .2 .2 -iii "" iii --0, 0 C: "' § <.> <.> C: :s ·E E C: E .2 -2 .s .2 .9-0 0 E -"' -::;; "" "' 0, -~ ~ --.!,; ;5. ::, c 0, ~ ~ 0 .8 §~ .s "' "' "' .z-0 0, g.. "' .s § "' J G ~ "' 0, ~ .!,; a:, g. a; " § C: 0, "' ., "' ~ 0 .s u~ -·.; "' .s ~ .!,; "' "" "' ::;; -2 ~ "" "' " VJ "' E i 0, "' 0, a:, 0 C: C: "" "' ~ C: c:, ::, -" "' ~CJJ ~ <.> -0 0 ~-£ ... 0 ]~ "" 0 "' C: C: 0 "' ~ "" c:, a:, 0, "s 0.2 0, " -::;; c:, 0, C: C: _E Cl:.:; c., "' ~ 0, 0 " -~ "" :n .S;; "' " :S -~ ~ "' 0 E al ·" "' ~~ <.> 0,-~-£ ·-0, .l2-0 "' ~ ti 1 "' ::, .g ~~ i._:.:; .s::: e ..Q ~ e "" " ... ·-"" .$2 6 "' -"R -g.. " " ::, ... --g ... -g 0 " 0 0 0 CJJ .!Q 0 0 ... 0 -., 0 ... <.> ~ 0 0 ~o ~i -.c: " ~o -0 ct~ " ~ ~e's Vi 55 <Jl 6 ~ G ti~ Cf) ct -0, -o ~ ct 0 ~ ts ~en ~ -::t: <.o VJ .s VJ a:: CLO CL VJ ➔ "' .... " "' 0, -.,., " 0 "' -.,., " co -"' .,., --.... "' <o co --I I I I I I I I I I I I I I I I J, J, J, I I I I G:l G:l c., G:l G:l G:l bj bj bj bj bj bj bj bj ~ ~ ~ i i i kl '2: '2: '2: vi Gradina/Soil Disturbance ✓ ✓ ✓ ✓ .,, Trenchina/txcavation ✓ Stockpilinq Drillinn IBorina J Concrete/Asphalt Sawcuttinq ✓ ✓ .,, Concrete Flatwork ✓ ✓ ✓ ✓ vi Paving ✓ ✓ ✓ .,, Conduit/Pipe Installation ✓ Stucco/Mortar Work .,, Waste Disposal ✓ ✓ ✓ .I Staainn ILav Down Area ,/ [auioment Maintenance and Fuelina ,1 Hazardous Substance Use/Storaae ,,/ Dewaterina 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 along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Choose one J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PLSA l)}j~ PLSAENGINEERING.COM "' -"' "" i C: 0 .\! "' --" C: "' g. .2 i--"' VJ---o-C: " C: C: '"' iii '-.. iii ~ -"' "' "' i~ " E " E ~ ~ " ... -.g "' -" CL e 0, 1:' 0, 0 0, ... 0, "" 0 oO <.> 0 :!;:O ~c: :.::: § N C: C: C: C: § bt8 c5l ::;; ~~ 8~ c5l ::;; .... "' <o co 0, I I I I I i i i i i ✓ ,/ ,/ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ,/ ✓ ✓ ✓ ,/ ,/ ~II CITY OF CARLSBADILJ GRADING PLANS FOR: APPROVED: ENGINEERING MANAGER DWN BY: ---1 CHKD BY: __ RVWD BY: . JASON S. GELDERT RCE 63912 EXPIRES 9/30/26 DAlE PROJECT NO. I DRAWING NO. Docusign Envelope ID: EFDF80CA-14BF-4F1C-BF9F-93ED89567596 7/9/2025 X X X X X X X XXXXXXXXXX C 63.28 TW 63.22 TW57.70 TW 57.70 TW 63.11 TW 63.15 TW 63.87 TW 63.25 TW 63.11 TW 61.43 TW 61.34 TW 61.31 TW 63.25 TW 57.81 TW 63.20 TW 63.11 TW 60.55 TC 60.14 FL 60.52 TC 60.12 FL 60.51 TC 60.10 FL 60.18 TC 60.08 FL 60.21 TC 60.11 FL 60.53 TC 60.14 FL 60.56 TC 60.11 FL 60.41 TC 59.94 FL 60.42 TC 59.93 FL 60.34 TC 59.91 FL 59.84 TC 59.79 FL 60.23 TC 59.76 FL 60.21 TC 59.67 FL 59.96 TC 59.27 FL 59.25 TC 58.67 FL 58.67 TC 58.56 FL 57.91 TC 57.84 FL 58.33 TC 57.77 FL 57.48 TC 56.84 FL 57.04 TC 56.40 FL 56.69 TC 55.89 FL 59.80 FF 59.81 FF 62.11 FF 62.16 FF 85.0 RF 81.9 RF 70.9 RF 70.9 RF 73.7 RF 74.3 RF 69.8 RF 75.3 RF 75.4 RF 80.0 RF 80.1 RF 58.53 58.91 59.50 59.52 59.82 60.80 61.13 61.09 61.06 60.28 62.72 59.6258.71 57.92 58.91 58.72 54 . 7 6 58.57 54.80 54.98 57.85 58.76 58.66 59.71 59.66 59.62 59.84 59.82 59.2958.55 58.92 58.19 59.1258.62 59.5557.76 60.92 60.91 60.90 60.88 60.89 60.98 61.00 60.60 60.44 60.61 60.70 60.66 60.94 59.61 57.1655.93 55.90 56 57 58 59 60 61 60 59 5 8 5 8 59 61 61 61 EXISTING 1 STORY BUILDING EXISTING 2 STORY BUILDING EX I S T I N G 2 S T O R Y B U I L D I N G (U N D E R C O N S T R U C T I O N ) EXISTING 1 STORY BUILDING 60 . 0 ' 30 . 0 ' 30 . 0 ' 18 . 0 ' 18 . 0 ' 12 . 0 ' 17.8'17.9' 30.0'30.0' 60.0' 12.2' 1. 0 ' 5. 0 ' 6. 0 ' ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( )( ) ( )( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S55°58'50"W 129.91' N3 4 ° 0 2 ' 0 1 " W 6 0 . 0 1 ' N55°59'13"E 129.91' S3 4 ° 0 1 ' 5 5 " E 5 9 . 9 9 ' STABILIZED CONSTRUCTION ENTRANCE PER DETAIL A THIS SHEET GRAVEL BAGS PER DETAIL B THIS SHEET GRAVEL BAGS PER DETAIL B THIS SHEET GRAVEL BAGS PER DETAIL B THIS SHEET SILT FENCE PER DETAIL C THIS SHEET CHERRY AVENUE SEE DWG 550-1 FOR IMPROVEMENTS IN THE ROW GA R F I E L D S T R E E T SE E D W G 5 5 0 - 1 F O R I M P R O V E M E N T S I N T H E R O W PROPOSED RESIDENCE - UNIT 1 FF = 59.8 PAD = 59.1 PROPOSED RESIDENCE - UNIT 2 FF = 60.8 PAD = 60.1 PROPOSED RESIDENCE - UNIT 3 FF = 62.1 PAD = 61.4 CL CLCL ROW ROW RO W RO W APN: 204-231-07 PARCEL 1 PM 22001 APN: 204-231-04 BLOCK 1 LOT D MAP 1777 17.5' GRAPHIC SCALE: 1" = 10' 0 10 20 30PLAN VIEW - EROSION CONTROL PLAN SCALE: 1" = 10' HORIZONTAL PLSA 4099J:\ACTIVE JOBS\4099 RINCON-CARLSBAD-CHERRY AVE\CIVIL\DRAWING\GRADING PLANS\4099-CV-GP-06-SWPPP.DWG TIER 2 SWPP PLAN DETAIL B: GRAVEL BAGS NOT TO SCALE DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE DETAIL C: SILT FENCE NOT TO SCALE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY *50-FT MIN. LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL *PER PLAN PLAN DRIVE AISLE EXISTING GROUND 3" TO 6" COARSE AGGREGATE *PER PLAN 12" MIN. PROFILE 16'MIN.GRADE 6% TO 8% 4% TO 6% 2% TO 4% 25' 40' 50' 100'LESS THAN 2% INTERVAL GRAVEL BAG ROW SPACING TABLE AREA DRAIN TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED ACTS AS SPILLWAY GAP BETWEEN BAGS RUNOFF WIRE FILTER FABRIC 4 IN (10 CM) EXCAVATED SOIL. 4. BACKFILL AND COMPACT THE INTO THE TRENCH. THE WIRE FENCE AND EXTEND IT 3. ATTACH THE FILTER FABRIC TO THE POSTS. 2. STAPLE WIRE FENCING TO ALONG THE LINE OF POSTS. TRENCH UPSLOPE FROM AND 4 BY 4 IN (10 BY 10 CM) 1. SET POSTS AND EXCAVATE A LOW IMPACT DEVELOPMENT COMPONENTS SD-G CONSERVE NATURAL FEATURES SD-B DIRECT RUNOFF TO PERVIOUS AREAS SD-K SUBSTAINABLE LANDSCAPING SD-F SIGNAGE TO DISCOURAGE DUMPING SE-1, SILT FENCE SE-6, GRAVEL BAG TR-1, STABILIZED CONSTRUCTION ENTRANCE STREET SWEEPING AND VACUUMING PER SE-7 SCHEDULING PER EC-1 MATERIAL DELIVERY AND STORAGE PER WM-1 MATERIAL USE MANAGEMENT PER WM-2 STOCKPILE MANAGEMENT PER WM-3 SPILL PREVENTION AND CONTROL PER WM-4 SOLID WASTE MANAGEMENT PER WM-5 HAZARDOUS WASTE MANAGEMENT PER WM-6 CONCRETE WASTE MANAGEMENT PER WM-8 SANITARY / SEPTIC WASTE MANAGEMENT PER WM-9 PAVING AND GRINDING OPERATIONS PER NS-3 VEHICLE AND EQUIPMENT CLEANING PER NS-8 SSV QUANTITYLEGEND 250 EA 380 LF 280 SF ENGINEERING DEPARTMENT BAK PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O , C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 7 CHERRY BEACH HOMES PUD 2024-0002 550-1A 6 --------------------- NF NF GR 2024-0024 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 _____ '::,;__ ______ --,J --/ ~ 1/ / 1/ / -( \ \ / ( \ \ 0 - -== - 0 • X o '""'"T1- GFF59.t 0 ------ ------/ / / / X X \ \ ----- --- (_ I I I 0 • 0 ,,.,.,.,- I I I __ J 0 0 I I I 0 0 • 0 • 0 D □ I SCH I - c .... I I PG VEC 1' D D D D Ix CARLSBAD 11 SHEETS I GRADING PLANS FOR: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 26 DAlE DWN BY: --1 CHKD BY: __ RVWD BY: . PROJECT NO. I DRAWING NO. Docusign Envelope ID: EFDF80CA-14BF-4F1C-BF9F-93ED89567596 7/9/2025 X X X X X X X XXXXXXXXXX OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEC G G G SSSS W W W W OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 63.28 TW 63.22 TW57.70 TW 57.70 TW 63.11 TW 63.15 TW 63.87 TW 63.25 TW 63.11 TW 61.43 TW 61.34 TW 61.31 TW 63.25 TW 57.81 TW 63.20 TW 63.11 TW 60.55 TC 60.14 FL 60.52 TC 60.12 FL 60.51 TC 60.10 FL 60.18 TC 60.08 FL 60.21 TC 60.11 FL 60.53 TC 60.14 FL 60.56 TC 60.11 FL 60.41 TC 59.94 FL 60.42 TC 59.93 FL 60.34 TC 59.91 FL 59.84 TC 59.79 FL 60.23 TC 59.76 FL 60.21 TC 59.67 FL 59.96 TC 59.27 FL 59.25 TC 58.67 FL 58.67 TC 58.56 FL 57.91 TC 57.84 FL 58.33 TC 57.77 FL 57.48 TC 56.84 FL 57.04 TC 56.40 FL 56.69 TC 55.89 FL 59.80 FF 59.81 FF 62.11 FF 62.16 FF 85.0 RF 81.9 RF 70.9 RF 70.9 RF 73.7 RF 74.3 RF 69.8 RF 75.3 RF 75.4 RF 80.0 RF 80.1 RF 58.53 58.91 59.50 59.52 59.82 60.80 61.13 61.09 61.06 60.28 62.72 59.6258.71 57.92 58.91 58.72 54 . 7 6 58.57 54.80 54.98 57.85 58.76 58.66 59.71 59.66 59.62 59.84 59.82 59.2958.55 58.92 58.19 59.1258.62 59.5557.76 60.92 60.91 60.90 60.88 60.89 60.98 61.00 60.60 60.44 60.61 60.70 60.66 60.94 59.61 57.1655.93 55.90 56 57 58 59 60 61 60 59 5 8 5 8 59 61 61 61 EXISTING 1 STORY BUILDING EXISTING 2 STORY BUILDING EX I S T I N G 2 S T O R Y B U I L D I N G (U N D E R C O N S T R U C T I O N ) EXISTING 1 STORY BUILDING G G G G G G G G G G G G G G G G G G G G G G G G WWWWWWWWWWWWWWWWWWWWWW S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W S S S W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD G G G G G G G G G G G G G G G G G G G G G G G G SSSSS CHERRY AVENUE GA R F I E L D S T R E E T CL CLCL ROW ROW RO W RO W APN: 204-231-07 PARCEL 1 PM 22001 APN: 204-231-04BLOCK 1 LOT DMAP 1777 S55°58'50"W 129.91' N3 4 ° 0 2 ' 0 1 " W 6 0 . 0 1 ' N55°59'13"E 129.91' S3 4 ° 0 1 ' 5 5 " E 5 9 . 9 9 ' 4 3 2 60 . 0 ' 30 . 0 ' 30 . 0 ' 18 . 0 ' 18 . 0 ' 12 . 0 ' 17.8'17.9' 30.0'30.0' 60.0' 12.2' 1. 0 ' 5. 0 ' 6. 0 ' 12" X 12" CATCH BASIN TRITON TDAM 5(12) INFLOW INTO CATCH BASIN CATCH BASIN OUTLET CATCH BASINGRATE 010 5 10 20 30 GRAPHIC SCALE: 1" = 10' PLAN VIEW - SINGLE SHEET BMP PLAN SCALE: 1" = 10' HORIZONTAL 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND/OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. BMP NOTES: PARTY RESPONSIBLE FOR MAINTENANCE: NAME ADDRESS PHONE NO. CONTACT PLAN PREPARED BY: NAME ADDRESS PHONE NO. CERTIFICATION COMPANY 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. SIGNATURE BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. BRYAN KNAPP PLSA ENGINEERING 1911 SAN DIEGO AVENUNE SAN DIEGO, CA 92110 (858) 259-8212 LEGEND PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-WAY RINCON REAL ESTATE GROUP (949)-637-3254 SUITE 200, CARLSBAD, 5315 AVENDIA ENCINAS, CA 92008 KEVIN DUNN ROOF DRAIN TO LANDSCAPING BMP TYPEBMP ID #SYMBOL CASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCE FREQUENCY TRASH CAPTURE BMP TABLE SD-11 TC-50 INSPECTION FREQUENCYQUANTITY TRASH CAPTURE BMPs LOW IMPACT DESIGN (L.I.D.) 4 EA.ANNUALLY AS NEEDED 1 EA.2 QUARTERLY AS NEEDED 2- TDAM 5(12) PERF-REM TRITON 86542 1 1 2 4 FTC (5" X 12") PA S C O , L A R E T , S U I T E R & A S S O C I A T E S 19 1 1 S A N D I E G O A V E N U E , S A N D I E G O , C A 9 2 1 1 0 PH : ( 8 5 8 ) 2 5 9 - 8 2 1 2 F A X : ( 8 5 8 ) 2 5 9 - 4 8 1 2 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. CHERRY BEACH HOMES BAK PUD 2024-0002 7 GR 2024-0024 4099-02 550-1A SINGLE SHEET BMP PLAN 7 LOW IMPACT DEVELOPMENT COMPONENTS SD-B DIRECT RUNOFF TO PERVIOUS AREAS SD-K SUBSTAINABLE LANDSCAPING SC-A RUNOFF COLLECTION SD-C LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES SD-D PLUMB TO SANITARY SEWER SD-F SIGNAGE TO DISCOURAGE DUMPING SD-B SD-B SC-A SD-F SD-K SD-K SD-A SD-C SD-D DETAIL - TRITION TDAM 5(12) NOT TO SCALE --------------------- --------------------- NF NF I I I \l > I ----,;} I ( oO '--- -~- --' / V) 0 \rc7 ~ 0 J " -- C-/ -N---I ' 0 ~ I/ !/ ~ 11\711 I ,f ,_ _.:L_ ------J , . / -- ---- ---- /"---,----¾,,~~f--/+.,,;~" I ; . • ' ' ' , / • l , ~ -" ' -~ i < -~ . -, ~ ~· I / \/ // \ ______ __ / \ _\ I I -- J:IACTIVE JOBSl4099 RINCON-CARLSBAD-CHERRY AVEIC/VILIDRAW/NGIGRAD/NG PLANS \ \ I -- I I X \ D D D D D D ,,,-,,>( • \ "' \ '\ t:CXI:::::. J., J, , ---."::;,__ ---------~ ----------- --------- 7 1' I I I 8 I I- 0 - 00 • I t -_IL r I T _r:-- 1---~ PLSAENGINEERING.COM 1-----l--+------------+----t------t----.--------i L 11 CITY OF CARLSBAD I LJ 1------l-----l-----------------Jl---+---+------t--------1 GRADING PLANS J'OR: APPROVED: JASON S. GELDERT l------l----1--------------t--+--+----t-------J ~EN::;Gl:::NEER::;;:;IN:::G:::::M:::::AN::::AGER=:';:::::RCE=::::6::39::::1::::2 :::::EX~P:::IR~ES:::::9=::;30~26~~0::;ATE~ DWN BY: --PROJECT NO. I DRAWING NO. CHKD BY: __ RVWD BY: DA 1E INlllAL ENGINEER Of WORK DAlE INITIAL DA 1E INITIAL REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL Docusign Envelope ID: EFDF80CA-14BF-4F1C-BF9F-93ED89567596 7/9/2025