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HomeMy WebLinkAboutDWG 533-2A; PD 2021-0033; GARST RESIDENCE; 01-07DATE: 1/21/2022 ~ FILE NAME: D:\Dropbox (MLE)\Trelos\Projects\2021\3357 Adams St\CAD\ADAMS-GP.dwgVICINITY MAP409.12423.0913.97N 83°21'31" WREVIEWED BY:DATEINSPECTORDATE"AS BUILT"ENGINEERING DEPARTMENTRCEEXP.200.00OHE19,745.43 SF (0.45 AC)10,219 SF4,369.60 SF1,051.40 SFN/AWShane Garst01-24-22Mehdi S. Shariat1/24/202212/31/2022AUGUST 92121OCTOBER 7GRADING 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. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FDR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPn Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A 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 RA TING OF "A-" OR BETTER AND A SIZE CA TE GORY OF CLASS VII OR BITTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER OOES 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, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE 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 INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFCONSTRUCTTON MFmNG SHAii Bf Hf/ D AT THE SITE PRIOR TO THE BEGINNING OE WORK AND SHA/ I Bf ATTENDED BY Al I RFPRFSFNTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN 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. Al I INSPECTION RFOl/ESTS OTHER THAN FOR PRFCONSTRl/CTJON MEETING W/11 Bf MAQF BY CAI I ING THE ENGINEER/NG 24 HOUR INSPECTION REOllfST I INF AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 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 SAFITY 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. 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. 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 PERM/TT££ 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, CONSTRUCT/ON 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 ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS 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. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION 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 Pf PE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. 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. 32. 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 (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 • SAN DIEGU/TO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 •OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)726-1340 x1330 * AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT SOILS ENGINEER, AND/OR GEOLOGIST TO OBSERVE AND CONTROL THE WORK IN CARLSBAD MUNICIPAL CODE. HIRES A CIVIL ENGINEER, GIVE TECHNICAL ADVICE, PROGRESS {15. 16.120 A.BJ 8. 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. 1 OJ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING 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 ENGINEER/NG 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 LABO RA TORY 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. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" 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. FIRM: TRELOS ENGINEERING ADDRESS: 8605 SANTA MONICA BLVD. #73703 CITY, STATE: WEST HOLLYWOOD, CA TELEPHONE: (760)809-4714 BY: ~~ DATE· 01-24-22 R.C.E. N0.: _______ 8_39_3_0 _______ _ REGISTRATION EXPIRATION DA TE: D9-30-23 SOILS ENGINEER'S CERTIFICATE /, MEHDI S. SHARIAT , A REGISTERED (CIVIL/ 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 BETWEEN THE DATES OF , 20 AND________ ....2Q_ TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. iJ ,,.--, ---;r---, VI/.L-~'.y SIGNED: \J 'I G.E./P.E. NO.: ______ 2_88_5 ______ _ DATE: LICENSE EXPIRATION DATE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. 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. SHANE GARST SOURCE OF TOPOGRAPHY DATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY CONVENTIONAL --METHODS FROM INFORMATION GATHERED ON AUGUST 28 20 .21_ BY. BRANDON ALLEN LS 9093 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 205-112-21 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 362 ....1f;._.u16,.6,..5 _______ _ EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT (760)809-4714 (PHONE NUMBER) MICHAEL LEEPER 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 CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. AT 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 (WPC) PLAN 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 ENO 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 GERM/NATION 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. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER 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. /OENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED 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 SHALL 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 HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 2. 20 lbs. PER ACRE OF ROSE CLOVER 20 lbs. PER ACRE OF ZORRO FESCUE 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA 3 lbs. PER ACRE OF AL YSSUM ( CARPET OF SNOW) 1 /2 lb. PER ACRE OF DIMORPHOLECA ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MA TE RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENnY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. BENCH MARK DESCRIPTION: CITY OF CARLSBAD BENCHMARK NUMBER 121 BEING A 2.5" LOCATION: BRASS DISK STAMPED "CLSB-121 LS 6215", SET IN TOP OF CURB AT THE ANGLE POINT IN THE CURB AT THE NORTH END OF RECORDED: PARA! I El PARKING SPACE HAYING AN El EYATION OF 80 303' FEET ELEVATION: NVGD29. DATUM: NGVD 29 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, 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. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. N/A DATED N/A 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY SMS GEOTECHNICAL SOLUTIONS, INC. DATED O 1.22.2022 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 NA 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NA 10. STORM WATER POLLUTION PREVENTION PLAN SHEETS 6 & 7 OF THIS PLANSET PREPARED BY MICHAEL LEEPER DATED 12/29/2021 11. STORM WATER MANAGEMENT PLAN PREPARED BY NA DATED SWMP "'NQ....._ __ _ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCT/ON SITE BMP MANUAL. LEGAL DESCRIPTION THE NORTHERLY 100 FEET OF THAT PORTION OF BLOCK 2 OF MULL'S ADDITION TO CARLSBAD, IN THE CITY OF CARLSBAD COUNTY OF SAN DIEG, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 514. FILED IN THE OFFICE OF THE COUNYT RECORDER OF SAN DIEGO COUNTY, MARCH 22, 1888, AND THAT PORTION OF THE STREE ADJOINING ON THE EAST AND SOUTH VACATED AND CLOSED TO PUBLIC USE BY ORDER OF THE BOARD OF SUPERVISORS MADE ON JANUARY 7, 1914, DECRIBED AS A WHOLE FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID BLOCK 2, DISTANT SOUTH 89"05'00" EAST, 562.45 FEET FROM THE POINT OF INTERSECTION OF THE PROLONGATION WESTERLY OF SAID NORTHERLY LINE OF BLOCK 2 WITH THE WESTERLY LINE OF THATCERTAIN UNNAMED STREET LYING IMMEDIATELY WEST OF AND LEGEND DESCRIPTION D'WG.NO. PROP. INVERT ELEVATION N/A EXIST. INVERT ELEVATION N/A FLOW LINE N/A FINISHED FLOOR N/A FINISHED GRADE N/A TOP OF GRATE N/A FINISHED SURFACE N/A BOTTOM OF SLOPE N/A TOP OF SLOPE N/A CENTER LINE N/A PROPERTY LINE N/A CHAIN LINK FENCE N/A UNDERGROUND WATER LINE N/A OVERHEAD ELECTRIC LINE N/A EXIST. MAJOR CONTOUR N/A EXIST. MINOR CONTOUR N/A RETAINING WALL SDRSD C-03 RETAINING WALL SDRDS C-04 SCREEN WALL N/ A FRENCH DRAIN N/A FILL SLOPE N/A PROPOSED CONTOUR LABEL N/A EXISTING CONTOUR LABEL N/A CONCRETE PAVING N/A ASPHALT DRIVEWAY SDRSD G-14G PROP. MAJOR CONTOUR N/A PROP. MINOR CONTOUR N/A GRADING LIMITS N/A INDEX OF SHEETS SHEET 1 -COVER SHEET SYMBOL IE (IE) FL FF FG TG FS B.O.S. T.O.S. Ct Ii'. --T 120 (120) b·.:-:1 SHEET 2 -EXISTING TOPOGRAPHY SHEET 3 -GRADING PLAN SHEET 4 -DRAINAGE PLAN SHEET 5 -PROFILES SHEET 6 -SWPPP NOTES SHEET 7 -SWPPP PLAN QUANTITY N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 1 N/A N/A 142 L.F. 32 L.F. 75 L.F. 16 L.F. N/A N/A N/A 1,857 S.F. 346 S.F. N/A N/A N/A ADJOINING BLOCK 1 OF SAID MULL'S ADDITION; THENCE SOUTH 89"05'00" EAST, 197.55 FEET TO INTERSECTION WITH THE CENTER LINE OF SECOND STREET, NOW VACATED; THENCE SOUTH 0"52'00" EAST ALONG SAID CENTER LINE 285.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUEING SOUTH 0"52'00" EAST, 180.00 FEET TO THE CENTER LINE OF FIRST AVENUE, NOW VACATED; THENCE ALONG SAID LAST MENTIONED LINE NORTH 89"05'00" WEST, 197.55 FEET TO A POINT; THENCE NORTH 0"52' WEST, 180.00 ~-...,rPROJECT SITE1 FEET; THENCE SOUTH 89"05' oo· EAST, 197.55 FEET TO THE TRUE POINT OF BEGINNING. DEVELOPER ADDRESS: 3357 ADAMS ST. CARLSBAD, CA 92008 PHONE NO.: (619)788-4408 EARTHWORK QUANTITIES CUT: CY FILL: CY IMPORT: CY EXPORT: CY REMEDIAL: CY OWNER DR. SHANE GARST 3357 ADAMS ST. CARLSBAD, CA 92008 (619)788-4408 VERTICAL DATA ALL VERTICAL DATA PROCURED THROUGH FIELD TOPOGRAPHIC SURVEY BY BRANDON ALLEN, LS 9093 ENGINEER OF RECORD MIKE LEEPER, P.E. C83930 EXP: 09-30-2023 (760)809-4714 BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED UPON THE CARLSBAD RECORD OF SURVEY 17271 POINT CSLB-120 AND POINT CSLB-121 CSLB-120 NORTH 2003152.625 EAST 6231559.658 CSLB-121 NORTH 2003526.073 EAST 6228352.289 NOT TO SCALE S'l'RDCrulW-(POST-CONSTRUCTION} BIIP TABLI SroRMWA 1ER REQUIREMEN7S THAT APPLY! ~STANDARD STORMWA1ER RfQUIROt£N7S PRIORITY PRO.ECT RfQUIREMEN7S TYPI DISCRIPTION OWNDSlllP TOTAL LOT AREA= __________ _ TOTAL DISTURBED AREA = _______ _ (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/GRA \/EL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = _____ _ TOTAL PROPOSED IMPERVIOUS AREA = _____ _ DCEMPT FROM TRASH CAPTIJRE? ~ YES NO IWNTINANCI ~RCC!ffllT DCEMPT FROM HYDROMODIFICA 710N? ~ YES NO !!n11g,' NO. lWNTINANCI PRIQUINCY l--+---f------------+--+--1-------,f--l~II CITY OF CARLSBADILTJ GRADING PLANS FOR: GARST RESIDENCE 3357 ADAMS ST, CARIBBAD, CA 92008 1----t----+----------------+----11----+---+-----1 :CG::::R:2::0::21:::::-:::::0::::0:3::0====T=l=TL=E=SH::::E::E::::T=========: APPROVED: JASON S. GELDERT DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING MANAGER RVWD BY: Etv1E CHKD BY: Etv1E RCE 63912 EXP. 9/30/22 DATE PROJECT NO, DRAWING NO, PD2021-0033 533-2A DocuSign Envelope ID: 452F7E08-4411-460C-86A9-1936E76FC6641/25/2022 ADAMS STREET 3357 ADAM STREETAPN 205-112-21(FF = 116.61)OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE DATE: 1/19/2022 ~ FILE NAME: D:\Dropbox (MLE)\Trelos\Projects\2021\3357 Adams St\CAD\EX-TOPO-OUT.dwgENGINEERING DEPARTMENT(.,-l )> N -0 Ul z -J::,,. N rr7 0 C Ul :;:o I rr7 ~ 7' ~ )> N I -0 (.,-l ' 0) )> 0 rr7 \ en \ 0 0 0, rs, c:5 9 m " \ \ \ \ \ \ . " '\ \ \ \ \ \ \ \ ·1 \___ \ 3337 ADAMS STREET APN: 205-112-22 (S 89°05'00" E 197.55' DEED) 3375 ADAMS STREET APN: 205-112-20 ' " \ I \ I \ i's. "' I I \ -"-1-" E) " \ '" \ VERTICAL DATA ALL VERTICAL DATA PROCURED THROUGH FIELD CREW TOPOGRAPHIC SURVEY CONDUCTED BY BRANDON S. ALLEN, LS-9093, ON 9-14-2021. ' I ' . I 1////////////////////////// N LAYOUT LINE I \_EDGE OF FOOTING PLAN 1-1/2:1 SLOPING BACKFILL OR ~-1-1/2:1 SLOPING BACKFILL OR 250 PSF LIVE J-OAD SURCHARGE 250 PSF LIVE LOAD SURCHARGE MORTAR CAP • \ ~MORTAR CAP ,1 H=5'-4" H=3'-8" , '\ f------+-----j -'.c~-~ ~~~ x 2·-ty--#4 TOTAL 2 I 111 I I I I 2·-t ,Ii i} I I I II I #4 TOTAL 2" , g ~----@BAR~ II t-~ J ~ r i 11 I I : :: , --® BARS-~L ; N io I I /2" ' I I I II I KEY ~ 7 "' I -----~ 1/ #4 TOTAL 2 IIJ..l I I 1 1 © BAR~ '-,-.= I ~ ~ g bb'fb.,Y-@BARs -11 I rr 1 1 fl_j-: • r-@ BARS 3"' cuJ 1---1 N I I 12" 1----------l l"----#4 TOTAL 5 12"' ELEVATION w HORIZONTAL REINF. NOT SHOWN TYPICAL SECTION OVER 3'-8" H (MAX) T (MIN) W {MIN) {6)BARS @BARS SURCHARGE sloping @BARS #6@8"' K (MIN) 1'-0" TOE PRESS. 2700 PSF NOTES: DIMENSIONS AND REINFORCING STEEL 5'-4" o·-10" 4'-0" #4@16"' #6@16"' live load sloping #6@16" #6@16" 0'-8" 1'-0" 1900 PSF 1700 PSF 1. SEE C-7 AND C-8 FOR ADDITIONAL NOTES AND DETAILS. 2. FILL ALL BLOCK CELLS WITH GROUT. TYPICAL SECTION 3'-8" MAX 3'-8" 0'-8" #4@16" live load #6@16"' 0'-8" 1430 PSF Revision By Approved Date ORIGINAL Parkinson 02/9" SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Add Metric T. Stanlon 03/03 Reformatted T. Stanlon 04/06 Delete Metric S.S. T. Shell 03/11 Reviewed TS T. Stanton 11/15 MASONRY RETAINING WALL TYPE 4 (LIVE LOAD SURCHARGE OR SLOPING BACKFILL) 0 I ~ . .. .r7 Ji y I ) f0/25/2018 Choir.eferson R.C.E. 19246 Dote DRAWING NUMBER IA 10 C-04 SCALE: 1" = 10' 20 I l--+---f------------+--+--1------,f----l~II CITY OF CARLSBADILTJ t----+---+---------------+-----,f----t----+----1 GRADING PLANS FOR: GARST RESIDENCE 3357 ADAMS ST. CARLSBAD, CA 92008 t----+---+---------------+-----,f----t----+----1 :=G=R2=0=21:::::-::::00=3=0===E=Xl=ST:::::IN=G=T=O=PO========: 1----+---+---------------+-----,1----+----+---1 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE .........,o'""Arr=-""1-1N=m'"'"AL-+---------------+-D-ATE----,1-1N_m_AL-+--DA-TE--+-1N_m_AL--1 RVWD BY: EME ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: EME PROJECT NO. PD2021-0033 DRAWING NO. 533-2A DocuSign Envelope ID: 452F7E08-4411-460C-86A9-1936E76FC6641/25/2022 ADAMS STREETOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE 3357 ADAM STREETAPN 205-112-21(FF = 116.61)GGGGGGGADAM STREET CROSS SECTIONDATE: 1/21/2022 ~ FILE NAME: D:\Dropbox (MLE)\Trelos\Projects\2021\3357 Adams St\CAD\ADAMS-GP.dwgENGINEERING DEPARTMENTPAVEMENT SECTIONSN.T.S.DRIVEWAY PROFILESCALE: 1"=20'.. EDGE OF FOOTING PLAN X <( ::, • 0 I "' II I ;;; "" u :, 0 ' ..., " [!J I -., ",n z "" :, u 0 'in ..., [!J I ' N N MORTAR CAP . , I N N BARS I BARS 4 TOTAL 2 @ BAR @ BARS I ~h K~ 5 @BARS--+--W 0 f----~-----1 ~ ;;; ::, "" u ' 0 " ..., I a, io "' II I -MORTAR CAP BARS BARS . n 1YPICAL SECTION 5'-4" MAX 1YPICAL SECTION OVER 5'-4" ELEVATION HORIZONTAL REINF. NOT SHOWN DIMENSIONS AND REINFORCING STEEL H (MAX) 3'-Bw 5'-4~ s•-ott T (MIN) o'-a" 1'-1· 1'-3~ W (MIN) 21-4~ 3'-9~ 5'-3" ½)BARS #4@32" #5@16" #4@24" @BARS --#5@16" #4@24" ©BARS -- --#6@16" @BARS #4@32" #5@12" #6@16" ©BARS #4 TOTAL 4 #4 TOTAL 5 #4 TOTAL 6 MAX SOIL PRESSURE 1100 PSF 2500 PSF 3000 PSF NOTES: 1. SEE C-7 AND C-8 FOR ADDITIONAL NOTES AND DET/>JLS. 2. FILL ALL BLOCK CELLS WITH GROUT. Revision SAN DIEGO REGIONAL STANDARD DRAWING RECO~MENDED BY TI-IE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12 75 Add Metric T. Stanton 03/03 Delete Metric S.S. T. Shell 03/11 Reviewed TS r. Stanton 11/15 Revised DH T. Stanton 09/17 MASONRY RETAINING WALL TYPE 3 (LEVEL BACKFILL) 10 :Z5, 2018 Chair,erson R.C.E. 19246 Dote DRA\\1NG NUMBER C-03 DESIGN CONDITIONS: Walls are to be used for the loading conditions shown for each type wall. Design H shall not be exceeded. Footing key is required except as shown otherwise or when found unnecessary by the Engineer. Special footing design is required where foundation material is incapable of supporting toe pressure listed in table. DESIGN DATA: Reinforced Concrete: Fc~I 200 psi F'c~3000 psi Fs~20,000 psi n~10 Reinforced Masonry: F'm~600 psi Fm~200 psi Fs~20,000 psi n~50 Earth=120 pcf and Equivalent Fluid Pressure=36 psf per foot of height Walls shown for 1 1/2:1 unlimited slopin9 surcharge are designed in accordance with Rankline s formula for unlimited sloping surcharge with a ¢ = 42', REINFORCEMENT: Intermediate grade, hard grade, or rail steel deformation shall conform ASTM A615, A616, A617. Bars shall lap 40 diameters, where spliced, unless otherwise shown on the plans. Bends shall conform to the Manual of Standard Practice, A.C.1. Backing for hooks is four diameters. All bar embedments are clear distances to outside of bar. Spacing for parallel bars is center to center bars. MASONRY: All reinforced masonry retaining walls be constructed of regular or light weight standard units conforming to the "standard Specifications for Public Works Construction." JOINTS: Vertical control joints shall be placed at 32' inter,,1als maximum. Joints shall be designed to resist shear and other lateral forces while permitting longitudinal movement. Vertical expansion joints shall be placed at 96' inter,,1als maximum. CONCRETE: Footing concrete shall be 560-C-3250, using Type B aggregate when placing conditions permit. BACKFILL: No backfill material shall be placed against masonry retaining walls until grout has reached design strength or until grout has cured for a minimum of 28 days. Compaction of backfill material by jetting or ponding with water will not be permitted, Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compocted until the relative compacting is not less than 90%. FENCING: Safety fencing shall be installed at the top of the wall as required by the agency. INSPECTIONS: Call for inspections as follows: A. When the footing has been formed, with the steel tied securely in final position, and is ready for the concrete to be placed. B. Where cleanout holes are not provided: ( 1) After the blocks have been laid up to a height of 4' or full height for walls up to 5', with steel in place but before the grout is poured, and ..... . (2) After the first lift is properly grouted, the blocks have been laid up to the top of the wall with the steel tied securely in place but before the upper lift is grouted. Where cleanout holes are provided: After the blocks have been laid up to the top of the wall, with the steel tied securely in place, but before grouting. C. After grouting is complete and after rock or rubble wall drains are in place but before earth backfill is placed. D. Final inspection when all work has been completed. CONCRETE GROUT AND MORTAR MIXES: Concrete grout shall attain a minimum compressive strength of 2,000 psi in 28 days and mortar shall attain 1,800 psi in 28 days. All cells shall be filled with grout. Rod or vibrate consolidation. Bring grout within 10 minutes of pouring to insure grout to a point 2" from the top of masonry units when grouting of second lift is to be continued at another time. MORTAR KEY: To insure proper bonding between the footing and the first course of block, a mortar key shall be formed by embedding a flat 2 x 4 flush with and at the top of the freshly poured footing. The 2 x 4 should be removed after the concrete has started to harden (approximately 1 hour). A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured, and a good bond is obtained. WALL DRAINS: Woll drains shall be provided in accordance with Standard Drawing C-8. SOIL: All footings shall extend at least 12~ into undisturbed natural soil or approved compacted fill. Soil should be dampened prior to placing concrete in footings. Revision By Approved Date ORIGINAL A. Kercheval I 12/75 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Add Metric T. Stanton 0.3/03 Delete Metric S.S. T. Shell 03/11 Reviewed GT T. Stanton 09/15 GENERAL NOTES FOR MASONRY RETAINING WALLS I } t0/26/2018 Chaii;person R.C.E. 19246 Dole DRAWING NUMBER C-07 (_,-J )> N u (Jl z ~ N rr, 0 C (Jl A] I rr, _,, 7' B _,, )> \ \ N I u (_,-J ' 0) )> 0 rr, ~ \ 0 Rl \ g • m I \ \ \ \ \ EXISTING FENCE \ \ \ \ \ PROPOSED \ \ \ \ I \ \ 3337 ADAMS STREET PROPOSED GRADING LIMIT APN: 205-112-22 -----\ ------\ \ EXISTING FENCE \ -----........... ~"-~ "\~ 'C"" ~ \ ..... " " ~q,~, \ \ \ PROPOSED FOUNDATION LIMIT-,--,,, \ \ ' \\ EXISTING STOCK PILE TO 8£ SMOOTHED TO MATCH EXISTING SLOPES. CUT WILL 8£ USED FOR BACKFILL. I I / Ii I ~ PROPOSED UNDA TION LIMIT 1/ .I CONCRETE PA TIO INTEGRATED INTO FOUNDATION ( ~ 0 °' I t I I ,. i2% ~ -,:; 0 s ' I -T 107.50 TW 103.20 BW 102.53 TF 111.57 FF PROPOSED RETAINING WALL PER SDRSD C-04 (SE£ SHEET 2) PROP. GARAGE FLOOR PROP. CONCRETE PAVING ,_._,··~·-.:,.:,•.!'"i:"':,.':-• -:;l~'•,.•:·: ::·-~--... ,· .-+---A 9°05'00" E \ PROPOSED GRADING LIMIT \ \ \ \ PROPOSED 42" SCREEN WALL PROPOSED AC PAVING l \ j .·. T.O.S. N ;,.q o.s. \ \ 1 --s PROPOSED GRADING LIMIT ,-~.~-•--s------s7n~----~ -/ PROPOSED 2-STORY RESIDENTRIAL ADDITION FF= 111.57 f PAD= 111.07 -PROPOSED STAIRS }~ " ·.·.·.·.·.· \ \ PROPOSED GRADING LIMIT ' \ £XIS ME PROPOSED FOUNDATION LIMIT & £, EXISTING STEM WALL Tl -IN POINT G WATER & 200A CTR/CAL PANEL I I I 7 /\ I 'B' .J/ ~ER ,ARCHITE~TURAL PLAN/ EXISTING 4" UNDERGROUND \ SEWER LIN£ I \ I 7 ' I I --f.-\ PROPOSED 42" _....,.\ -~~_.. -----\ SCREEN WALL \ en .J -----\ "'1 "-I I~ \ -........ ~ 1 / ~ \ 17 G) m 0 G) m f; "'O ~ z Gr--r . I ~ .·· r \ ~~p~~J'~~i I :::::· --17 -......_ -......_':......_:___xis TING WA 7!R MAIN\ 1. j f" ~ \ w/ -=--==----w--..... ---\:-w----'\.I_ \ 7q ; 1--~ \\ \ 18 \ -109.50 TW 108.00 BW--._ -106.28 TF PROPOSED '-.._ RETAINING WALL PER C-03 {ON LEFT)~ -.....:c " ;,.q PROPOSED /!!,:=='°"~~ STAIRS _, __ 2R / ✓ 1Q9..QJ. ~ j 109.50 TW 0 109.00 BW w 109.00 TF Cl) <( ,\ ,.2% 0 [l. [l. Cl) ' 0 \ 0::: [l. 109.50 TW 109.01 BW 107.09 TF . •· , EXISTING POOL 4 <J. \ \ L .J \ ~ <l \ I ~J \ \ I 4 < ) \ \ I ~ \ \ " ........... \\ -1 \ I\\ PROPOSED 42"' \ SCREEN WALL \ I I \ .I <l J , ~RIES EXISTING RETAINING WALL J / I \ \ ; I I I 104.5 FG 109.50 TW 106.00 BW 105.33 TF 119.57 FS lf9°~:00'!..E ~7.55!=BEEB) :::._-=---=--3375 ADAMS STREET APN:205-112-20 PROP. ASPHALT DRIVEWAY G-14G 720.22 FS/GB (120.02 FS) EXIST. EDGE OF PAVEMENT GRADING PLAN KEYNOTES (j) I. PROPOSED CO\>ERED CARPORT W/ 4.5" REINFORCED CONCRETE PAD. REFER TO ARCHITECTURAL PLANS & STRUCTURAL PLANS. PERMIT NO. 2. All SURROUNDING GRADE TO BE AT 2% MINIMUM AWAY FROM BUILDINGS. TYPICAL 3. PROPOSED 2-STORY RESIDENTIAL ADDITION W/ 4.5" REINFORCED CONCRETE P/>JD. REFER TO ARCHITECTURAL PLANS & STRUCTURAL PLANS. PERMIT NO. CBR2021-00B9 \ ~ 11.57' 11.57' __JLOW EXISTING AC BERM EXISTING SUB-BASE EXISTING AC PAVING EXISTING UNDISTURBED SOIL 30' 30' GRADING PLAN NOTE ALL EXISllNG SITE FEATURES TO REMAIN UNLESS OTHER\\lSE NOTED. ----~ 3-1/2" PCC 4. EXISTING STEM WALL TO BE DEMOUSHED/MOOIF1ED PER STRUCTURAL ENGINEERING PLANS. EXISTING STEM WALL HEIGHT IS ±4.67'. NATIVE SOIL PAVEMENT ~4"A.C. _r PAVEMENT 6" CLASS II BAS£ 0 10 SCALE: 1 " = 10' 5. PROPOSED CONCRETE DRIVEWAY. 1--+---+-----------+--+-----ll-----l----lLT:II CITY OF CARLSBADILTJ 20 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GARST RESIDENCE 3357 ADAMS ST. CARLSBAD, CA 92008 GR2021-0030 APPROVED: ENGINEERING MANAGER RVWD BY: EME CHKD BY: EM E GRADING PLAN JASON S. GELDERT RCE 63912 EXP. 9/30/22 DATE PROJECT NO. DRAWING NO. PD2021-0033 533-2A DocuSign Envelope ID: 452F7E08-4411-460C-86A9-1936E76FC6641/25/2022 ADAMS STREETOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE 3357 ADAM STREETAPN 205-112-21(FF = 116.61)GGGGGGGDATE: 1/21/2022 ~ FILE NAME: D:\Dropbox (MLE)\Trelos\Projects\2021\3357 Adams St\CAD\ADAMS-GP.dwgENGINEERING DEPARTMENTPROPOSED RIP RAP SWALESCALE: NTSm I TABLE 7-1 (BELOW) PER JULY 2005 SAN DIEGO COUNTY DRAINAGE DESIGN MANUAL RIP-RAP / ENDWALL (TYPICAL_) --j::::DE::::Sl=GN':::=VE::::LO=C=ITY=t===R=OC=K=:::j:::=TH:::IC::::K"'.°N":ESl::.S=h 1 (FT/SEC) ' CLASS "T" /"is\ : ~, 6-10 NO, 2 BACKING 1.1 FT I I ~--+--t+------ff-----fL~ 2D OR 2W (MIN.) r--°-OR~ I I II m ' I 3D OR 3W PLAN CONCRETE CHANNEL~ ( ,r-D MIN. 10-12 1/4 TON 2.7 FT 12-14 1/2 TON 3.5 FT 14-16 1 TON 4.4 FT 16-18 2 TON 5.4 FT ' OVER 20 FT /SEC REQUIRES SPECIAL DESIGN D = PIPE DIAMETER ~ W = BOTTOM WIDTH OF CHANNEL .ST (MIN.) 1~-!,r' #4 BARS FLOW f."~ ~ ., ,L L_I -.-l1J-, -! ~ a--/-µFILTER BLANKET MATERIALS(S) --_,. /,'0\V..,V,"'< , ,.__,_,_,~-~-y>,,,'y'>,'0--. V'>. "-h .---~-, L6" " 'SILL, CLASS 420-C-2000 CONCRETE SECTION A-A I ~ oR w '/, , r;:: NoTEs -"-'-·~ ~· ---fj~g, 1, PLANS SHALL SPECIFY: v/~§\::> \ "" 1 ' AT LEAST 1.5 TIMES THE NOMINAL EQUWALENT Dll\METER OF ~' ) \ ; /~ _g" (A) ROCK CLASS AND RIP-RAP THICKNESS (T), T SHALL BE /~ ~ ~ ~ _ r ~ ),n 1 1/'. ~f N~LMR) BffN~~ ~~f{~lt~ ~,fMs~'toF LAYERS AND ELEVATION /'<= ~ ~, '-•,..., ... «~ 1 2, i~~~~issSHALL BE EITHER QUARRY STONE OR BROKEN ON sri~~ ' ),". y)'j//;,//'-/ V' 3 (MIN.) CONCRETE (IF SHOWN ON PLANS). COBBLES ARE NOT ' ACCEPTABLE. 2D OR 2W (MIN.l SECTION B-B 3. RIP-RAP SHALL BE PLACED OVER FILTER BLANKET MATERIAL, WHICH MAY BE EITHER GRANULAR MATERIAL OR NON-WOVEN GEOTEXTILE FILTER FABRIC; MATERIAL AT WEIGHT SPECIFIED IN PLANS OR SPECIFICATIONS. 4. SEE TABUE 200-1.7 IN THE SAN DIEGO REGIONAL SUPPLEMENT TO GREENBOOK FOR SELECTION OF FlLTER BLANKET. 5. RIP-RAP ENERGY DISSIPATERS SHALL BE DESIGNATED AS EITHER TYPE 1 OR TYPE 2. TYPE 1 SHALL BE WITH CONCRETE SILL: TYPE 2 SHALL BE WITHOUT SILL Revision By Approved Date ORIGINAL Kercheval 2/75 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE . Edited Edited Edited B L RIP ENERGY RAP DISSIPATER "y;f, , )/ Y I ) 10/25/2018 S.S. T. Regello 03/11 ChC1i_wer's0n R,C.E. 19246 Date M.W M. Widelski 10/18 SEE NOTE 5 \ R/W\ \ I X w A7 DRA\l,1NG NUMBER D-40 B TYPE A DIKE (RSD G-5)---,,_, / {TYPE A DIKE _J (RSD G-5) GUTTER FL J ROAD 'i. VARIES I s· I GUTTER FL 5,5' A _J .fl.Ahl NO SCALE R/W 4.5' 5' 9.75% ~ I 5· I \_GUTTER FL L VARIES 5' DEPRESS CURB~ a_ ::J uAX *2% -+ '\ 51• --"'=~ lsEE NOTE 6 4% >-DWY PROFILE J -2D2,.,--;--:-:--~-/,/Ax,0 -12% \_ MATCH EXIST DRIVEWAY PAVING SCHEDULE MINIMUM DEPTH OF A.C. 3" GRADE 0-15% 16-2D% MIN DEPTHS PER COUNTY FIRE STDS. LOCAL AGENCY REQUIREMENTS MAY VARY. I t-1 I 1-II H NOTES: . 5' 5' VARIES 5' 0 SECTION A A NO SCALE SECTION B-B NO SCALE I. DRIVEWAY PROFILE, WIDTH (W) AND LENGTH (L) SHALL BE SHOWN ON PLANS. 2. DRIVEWAYS WITH GRADES GREATER THAN 15% SHALL BE SURFACED WlTH ASPHALT CONCRETE (AC) OR PORTLAND CEMENT CONCRETE (PCC). 3. MAXIMUM GRADE BREAK 14% (5' MINIMUM VERTICAL CURVE PREFERRED). 4. SEE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS G-15 & G-16 FOR DRIVEWAY LOCATION & WIDTH REQUIREMENTS AND G-14 SERIES FOR PCC DRIVEWAYS. 5. 4' MINIMUM ADA ACCESS WHEN WALKWAYS ARE PROVIDED. 6. 4° MINIMUM AC OVER 6" MINIMUM BASE, UNLESS OTHERWlSE INDICATED ON PLANS. Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE NEW MR MR/CV 09/11 UPDATED CV CV 12/15 ASPHALT CONCRETE DRIVEWAY I } 10/25/2018 Choiu,'e/sari R.C.E. 19246 Date DRA\l,1NG NUMBER G-14G (_,-J )> N u Ul Z-+"-Nl'l oC Ul Al I rT7 ---' :;:,;:: ---' )> N 1-u G-1 ' O"l )> 0 rT7 \ \ I NO. 2 BACKING RIP RAP /_ -PER D-40 (SHOWN ON LEFT} 106.50 IE 3337 ADAMS STREET APN: 205-112-22 111.98 TG 108.61 IE I V = 7.64 FT/S '..., "'----' EXJE!NG FENCE l \ .-..> ~ = \ PROPOSED GRADING LIMIT'\ . / / I,' -......_ ~ -----, ' , (S 89'05'0~" E 197.55' DEED) \ \ \ \_ \ \ \ -PROPOSED AC PAVING \ I 1 o· 9 I L -----APN:205-112-20 DRAINAGE PLAN KEYNOTES I. PROPOSED DRAINAGE SYSTEM DAYLIGHT INTO NO. 2 BACKING RIP-RAP PER SDRSD D-4D. UPPER LEFT. 2. INSTALL 4• DIAMETER SCH40 PVC TRUNK LINE FOR DRAINAGE SYSTEM. TYPICAL. 3. INSTALL 4• DIAMETER SCH40 PVC LATERAL LINES FOR DRAINAGE SYSTEM. TYPICAL. 4. INSTALL NDS DRAINS PER PLAN. 5. ROOF DRAINS DAYLIGHT INTO PLANTER. TYPICAL 6. INSTALL FRENCH DRAIN BEHIND RETAINING WALL PER SDRSD C-8. TYPICAL 7. INSTALL 2' NDS SPEE-D CHANNEL DRAIN DRAINAGE PLAN GENERAL NOJES I. ALL DRAIN LINE TO BE INSTALLED AT MINIMUM 2% SLOPE .. l--+--f------------+--+--1------,f---lLT:II CITY OF CARLSBADILTJ A 10 20 I SCALE: 1" = 10' DA lE INlllAL DAlE INlllAL DAlE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: GARST RESIDENCE 3357 ADAMS ST. CARIBBAD, CA 92008 GR2021-0030 APPROVED: ENGINEERING MANAGER RVWD BY: Efv'IE CHKD BY: Efv'IE DRAINAGE PLAN JASON S. GELDERT RCE 63912 EXP. 9/30/22 DAlE PROJECT NO. PD2021-0033 DRAWING NO. 533-2A DocuSign Envelope ID: 452F7E08-4411-460C-86A9-1936E76FC6641/25/2022 DATE: 1/19/2022 ~ FILE NAME: D:\Dropbox (MLE)\Trelos\Projects\2021\3357 Adams St\CAD\ADAMS-GP-PROF.dwgENGINEERING DEPARTMENTft I I {_I I I EXISTING STEM WALL SUPPORTED SUB-FLOOR EXISTING SLOPE\/// 115.00 FS / / r--~--------------/-/_/_/7f7j.-------------;\ 11000 F5 I 111.2 FG 111.57 FS PROPOSED-CONCRETE FOUNDATION 111.57 FS\ EXISTING STEM WALL FOOTING ,/ I I PROPOSED TOP~ OF SLOPE 108.0 FG 2 MAX. 11/ PROPOSEDj PAD 111. 07 VPROPOSED BOTTOM OF FOOTING VPROPOSED BOTTOM OF / SLOPE / / / / / / / / V v V V v V I V / V / v v / v/ /' / !'.'.'. I I I -EXISTING GRADE PROPOSED DAYLIGHT -/ I I I I I 8-I / I I I I / / / / / -EXISTING SLOPE SCALE: 1"=10' HOR/Z. 1 "= 1' VERT CROSS SECTION / I I / , / ~ UPPER EDGE OF EXISTING PAD / / ft I I \ 5' 5' PROPOSED-CONCRETE FOUNDATION PROPOSED PAD} 111.07 110.4 F~ ~ I \ ~ .,,..--PROPOSED 4" SD I \ \ V,/r/08.9 EG '----\',,, ___ [108.2 EC .... --....... '·....... --....... ----.............. ..... ..... -EXISTING SLOPE 111.57 FS\ ..... ..... ..... ..... ..... ..... ..... 3' --=--2% l ..... ..... ..... ..... ~LOCATION OF PROPOSED STAIRS PROPOSED RET. WALL~ 107.50 TW1 /PROPOSED 4" SD -:[r--~A._ 2 I I ft I I IMAX I ...... , ' ------............ ..... ..__ ----, ' ~EXISTING CONCRETE DRIVEWAY -PROPOSED DAYLIGHT -I 05. 6 FG ----------SCALE: 1"=10' HOR/Z. -------1 "= 1' VERT -A CROSS SECTION l--+----f------------+--+--1------,f----lLT:II CITY OF CARLSBADILTJ t----+----t,---------------+---+-----,t----+----t GRADING PLANS FOR: GARST RESIDENCE 3357 ADAMS ST. CARLSBAD, CA 92008 t----+----t,---------------+---+-----,t----+----t :=G:::R::20::::2:::1-:::::0::::0:::30====P::::::R:::O::::::Fl=LE=S=========: 1----+----t>----------------+---+-----<1----+-----1 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE t--o,-,A=rr,-+""'1N=m.,.,.AL-+----------------+-D-ATE-+-1N_m_AL-+--DA-TE---t1-1N_m_A--tL RVWD BY: EIVIE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: EIVIE PROJECT NO. DRAWING NO. PD2021-0033 533-2A DocuSign Envelope ID: 452F7E08-4411-460C-86A9-1936E76FC6641/25/2022 DATE: 1/21/2022 ~ FILE NAME: D:\Dropbox (MLE)\Trelos\Projects\2021\3357 Adams St\CAD\ADAMS-GP.dwg**ENGINEERING DEPARTMENT8,855.73 SF1/24/22Shane Garst01-24-2201-24-22TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS 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:MICHAEL LEEPER FROM· LEEPER ENG. AT (TEL.NO.) (760)809-4714 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 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 WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE 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 REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE {5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHY.SICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE 'EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW 'MATHER 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-DA Y NATIONAL M"A THER SERVICE FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHY.SICAL 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 AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOM"D 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 FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA Y.S. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS lKlI SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN 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 WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED M"EKL Y AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE AL TERNA TE 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 AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN 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 M"A THER 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 M"ATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIP/TA TION 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 PREC/P/TA TION. 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 PHY.SICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED' FOR THE PURPOSES OF "M"A THER TRIGGERED ACTION PLAN". AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "M"A THER TRIGGERED BMPS~ EROSION CONTROL HYQROSEEDING. PLANTING AND IRRIGA 7/0N 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A H YDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE.· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA Y.S 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 £NG/NEER THAT WARRANTS IMMEDIATE TREATMENT. B H YDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WI TH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: I 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 SY.STEM OF LOW PREC/P/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SY.STEM OF LOW PREC/P/TA TION 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 HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE Cl TY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SY.STEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 3/bs PER ACRE OF £ SCHOOL CIA CALIFORNICA d. 4 lbs PER A CR£ OF A CHILLEA MILLEFOLIA e. 3/bs PER ACRE OF AL Y.SSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. i NON-PHYTO-TOXIC M"TTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH {STRAW} MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 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: 1 OR FLATTER THAT ARE SUFFIC/£NTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 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. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING 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 HYDROSEEDED WITHIN TEN {10) DA Y.S OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM/NATION 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 MA TT/NG 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 AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Best Management Practice* (BMP) Description ➔ CASQA Designa~an ➔ Construction Activity x Gradina /Soil Disturbance Trenchinal[xcavation Stockoilina Dril/ina/Borina Concrete/Asohalt Sawcuttina )( Concrete Flatwork X: Pavina X Conduit/Pipe Installation Stucco/Mortar Work )( Waste Disposal V Staaina/Lav Down Area Eauioment Maintenance and Fuelina X Hazardous Substance Use/Storaae Dewaterinq Site Access Across Dirt Other (list): Instructions: C .(2 -~o o-., 0, C o, =a .Q ~ ~ ., §1 0, ., ~-£ ., 0 ~~ ~ ct~ :r: "' .... I I [;:l [;:l Erosion Control BMPs 2l C .(2 0 ::;; "" ., ~ C <> 0 0, .!;l. ~ .s 0 "5 "' "' "' "' .c: -~ .s gi u "V) c::, :5 ::!: <I.) e "' ~ ::;; c::, 0, .b c::, ~ :S -~ ·u ., ~ "" 0 g. 0 0 ... 0 ., ~ ~ cS ~ "' o; " 0::, 0, a ---I I I I I [;:l [;:l [;:l [;:l [;:l . ' X X Sediment Control BMPs Tracking Control BMPs -~ .§ "" ~ ~ C u u 0 2 2 ~ ~ 0, ... ., -~ .!; ·E 1; "' "' "' g. ., 8 "' fil-is"' >= t.> ~ E ,il .s ., "' 0, ., 0, I: C u ~ 0 'a 0 Ji,£ o-2 -g~ "" C c::, "' 0, ., s C ., <>: _E 0 ~ -~ Cl) ~ ~ t; !/ ., ::, ,g E ~ ::::: l7J :S1 :t ... ., ::, ..c, I!' ·-"" ., -:~ ..c, 0 ~ ., ~ ... u c5l ~J: 0 0, Vi ,,i 6 ~ Cf)~ ~c .8 0 v,_ V) <>: .., .... lO " 0::, a "' -"' --I I I I I ~ I I I I bj bj bj bj bj bj bj g:, g:, ' , '' , ' , X X X X X 1. Check the box to the left of o/1 applicable construction activity (first column) expected to occur during construction. Non-storm Water Waste Management and Materials Management BMPs Pollution Control BMPs C ~ .!!i .'2 ~ ~ C C ., 0, 0 ., "" ., "" ;£ -~ .!; 0, E 6 E C "E: .!;l. 0 "" ., ., u ~ ::, ~ 0, ~ §1 .s "'-~ 0 C "' ., :;:; G t,:; !/ .(2 ~-~ c.-... C "' ~~ ., ~ ·-" 0 ~ ~ o~ "' "" ., ~ "" <i "' ::;; C <> C C 3t ai C C c::, :::, !/ ~ ., "' ., ,;:; E 0"' C C 0 ., ~~ ::, E ., E L (1> '-' ., o.Q 0, ., ~~ ~ :§ ~ 0 "' ct e 0 ., ~ ., ~g o,~ ..c, ~-S ·.:: ~ 0, 1' 0, I!' 0, 0 -~ § ... 0 cC ., u -~ ID 0 ., ... ., u -~ "" 0 0 0 u 0 cc ~o ~ .c: ., ~o ~ 0 ::::: C: :.::: § "' " " " ~ ct &8 0 ~u 0 ~ 0 ~ b}8 c5l ::-. 0 0 0 0 en "' a.. :-. V) ::-. V) :r: ::-. '-' ::-. .., " 0::, -"' .., .... lO "' 0::, O> -J, J, J, J, I I I I I I I I "" "" "" "" ~ ~ ~ ~ ~ ~ ~ ~ ' , X )( )( )( . , • . ' , )( A X )( ' 2. Located alon_g 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 more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASOA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND (DELETE ITEMS NOT USED ON THE SITE MAP) DESCRIPTION EC-4, HYDROSEED EC-8, WOOD MULCH EC-10, VELOCITY DISS/PA TION SE-1, SILT FENCE SE-5, FIBER ROLL SYMBOL EC-8 -ALL LEVEL PLANTING BEDS EC-8 -ALL LEVEL PLANTING BEDS SE-8, SAND BAG = TR-1, STABILIZED CONSTRUCTION ENTRANCE IUIIIIIIIIIIII._ NS-8, VEHICLE AND EQUIPMENT CLEANING NS-8 NS-9, VEHICLE AND EQUIPMENT FUELING NS-9 NS-10, VEHICLE AND EQUIPMENT MAINTENANCE NS-10 WM-1, MATERIAL DELIVERY AND STORAGE WM-1 WM-2, MATERIAL USE WM-2 WM-5, SOLID WASTE MANAGEMENT WM-5 WM-8, CONCRETE WASTE MANAGEMENT WM-8 WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-9 OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs} DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH 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. OWN~~ (PRINT) OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE} DATE DATE SHEET INDEX: SHEET 6: TITLE SHEET SHEET 7: EROSION CONTROL PLANS APN: 205-112-2100 -----------------SITE ADDRESS: 3357 ADAMS ST. CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE _____ S.F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}: )( HIGH □ MEDIUM OWNER/APPLICANT: NAME.· DR. SHANE GARST ADDRESS: 3357 ADAMS ST. CARLSBAD, CA 92008 TELEPHONE NO.: (619)788-4408 EMERGENCY CONTACT: NAME: DR. SHANE GARST ADDRESS: 3357 ADAMS ST. CARLSBAD, CA 92008 TELEPHONE NO.: (619)788-4408 NAME OF PREPARER: ____ M_I_KE_L_EE_P_E_R ____ _ QUALIFICATION OF PREPARE<>,_· ____ P_E ____ _ 1--+---+-----------+--+-----ll-----l----lLT:II CITY OF CARLSBADILTJ ADDRESS: 8605 SANTA MONICA BLVD. #73703 WEST HOLLYWOOD, CA PHONE NO.: ----~(~7_60~)_80_9_-_4_71_4 ____ _ ~~ SIGNATURE C83930 R.C.£./CERT. NO. 09-30-2024 LJC. EXP. DAT£ DAT£ GRADING PLANS FOR: GARST RESIDENCE 3357 ADAMS ST. CARLSBAD, CA 92008 t------lt----+----------------t------1---+---+-----1 :CG::::R:2::0::21:::::-:::::0::::0::3::0====S=W=P:::::P:::::P::::::Tl=E=R:::::2::::::N::::O:::::TE=S======: APPROVED: JASON S. GELDERT DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING MANAGER RVWD BY: Etv1E CHKD BY: E tv1 E RCE 63912 EXP. 9/30/22 DATE PROJECT NO. DRAWING NO. PD2021-D033 533-2A DocuSign Envelope ID: 452F7E08-4411-460C-86A9-1936E76FC6641/25/2022 ADAMS STREETOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 3357 ADAM STREETAPN 205-112-21(FF = 116.61)GGGGGGG********************************DATE: 1/21/2022 ~ FILE NAME: D:\Dropbox (MLE)\Trelos\Projects\2021\3357 Adams St\CAD\ADAMS-GP.dwgENGINEERING DEPARTMENT1/24/22)> --0 z N 0 (Jl I -' -' N I (__,-J 0) (__,-J N (Jl + rr7 C ::u rr7 ;;,;;: )> --0 ' )> 0 rr7 m ~ 0 0 0 q I I --\ ----\ I EXISTING FENCE ., I ., I ., I ( I~ I I I \ {< , . I I i2( 3337 ADAMS STREET APN: 205-112-22 (S a9•05•0\J· E 197.55' o~o) N .-'I \ PROPOSED 2-STORY RESIDENTRIAL ADDITION FF= 111.57 PAD= 111.07 _, ____ _ ""' ....... ..12% "'-"'.__ ., SE.,-"' -+-~ "' ---0 :;--~ 'Z ~ 1 Cl "" ""' ....... "" "' ., .,/ ., ~ -s....... ....... .,_ "' ., ., "' "' ., ~ ., ., :t ., ' ., ., UJ en <C 0 ll. % ll. en ' ~ "~ll.-' "---~ \ \ \ \ \ ' \ PROPOSED GRADING LIMIT \ \ G WATER & 200A CTR/CAL PANEL 'I< 1 ZJ(,J )JIVG ~l'Rfr---...-1-J'LJ.-4--J.--l-J--/ . J· , EXISTING POOL <! 4 <l. 4 .. --T--\ -1--\---~005'00" F 1-97.55!=0EEEJ-) =._-=--=----3375 ADAMS STREET APN: 205-112-20 NAME OF PREPARER: ___ M_IK_E_L_EE_P_ER ___ _ QUALIFICATION OF PREPARE,h· ___ P_E ___ _ ADDRESS: ____________ _ PHONE NO.: ---~(,'-'76=0,,.,.)8=09~-~4~?1~4 ___ _ TIER 2 STORM WATER POLLUTION PREVENT~ON PLAN (SWPPP) \ \ . S :-8 \ PROPOSED AC PAVING \ \ \ \ (/20} -1--+----+-----------+--+------ll------l---lLT:II CITY OF CARLSBADILTJ t-----+----t--------------+----+------1,----+----t GRADING PLANS FOR: GARST RESIDENCE 3357 ADAMS ST. CARIBBAD, CA 92008 t-----+----t--------------+----+------1,----+----t :=G:::R::20::::2:::1-:::::0::::0:::30====S=W=P=PP:::::::::::Tl=ER:::::::::2:::::P:::::L::::A:::N=======: APPROVED: JASON S. GELDERT ~~ SIGNATURE C83930 R.C.£./CERT. NO. 09-30-2023 LJC. EXP. DAT£ DAT£ ENGINEERING MANAGER RVWD BY: EME CHKD BY: EM E RCE 63912 EXP. 9/30/22 DATE PROJECT NO. PD2021-D033 DRAWING NO. 533-2A DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DocuSign Envelope ID: 452F7E08-4411-460C-86A9-1936E76FC6641/25/2022