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Home My WebLink AboutDWG 538-2A; CT 2021-0002; GARFIELD BEACH HOMES; 01-0905/09/23 05/09/23 3/31/24 5/9/2023 AM GRADING NOTES STREET NOTES WORK TO BE DONE ' (INADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER 'R" VALUE TESTS HAVE BEEN CONDUCTED BY A ~ THE GRADING IM'.JRK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, CARLSBAD MUNICIPAL CODE.) CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 53S-2L ;;,\ PROFESSIONAL ENGINEER OFTHE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS INTHE FIELD ~ DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ~ PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHO'l'HI OR OF CARLSBAD REGARDING GRADING SHO'l'HI ON THIS SET OF PLANS. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE IM'.JRK OF THESE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ~ REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR l'V'\IVE ANY PORTION OF THE (<' RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS ANO THE IMPROVEMENT ANO APPROVAL A MINIMUM OF TIM? (2) CITY IM'.JRKING DAYS BEFORE THE IM'.JRK BEGINS. ' CARLSBAD MUN/Cf PAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY PLANS AS REQUIRED FOR THIS IM'.JRK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE ~'<, STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY POINTS ANO HAND-HOLES SHALL BE SHOWN ON THE ''AS-BUILT' PLANS. NO DIRECT BURIAL STREET LIGHT THE GRADING 'MJRK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, PERTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL 30. IM/ERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT FOUNDATIONS WILL BEALL WM/NA/RES SHALL BE ''CUTOFP' TYPE ALLOWED. r<-,.._'s-'J' CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. REVISE THESE PLANS IM/EN NON-CONFORMANCE IS DISCOVERED. c,-?--'<-'?, ' SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED CROSS GUTTERS OR SURFACING OF STREETS. c>o ~ 1. CARLSBAD MUN/Cf PAL CODE 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT IM'.JRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS BY THE CITY ENGINEER. 4. V>A-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF -y<!'> ~ 2. CITY OF CARLSBAD ENGINEERING STANDARDS PERMIT CONDITIONS DATED NIA DISCOVERED DUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI.Y BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHERAREAS THE "' <'o 3. THIS SET OF PLANS 9. ENVIRONMENTALAPPROVAL DOCUMENTS DATED NIA SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 31. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURESANO FACILITIES SHOWN ON THE CONSTRUCTION PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. ~ <fl-?-♦SITE ~-4. RESOLUTION NO 7449 DATED 611/2022 10. STORM 111'\TER POLLUTION PREVENTION PLAN mER 2) 4. A RIGHT-OF-111'\Y PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FORANY PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO OT THE POSSIBLE 5. V>A-IEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIAADMINISTRATIVE 5. THE STANDARD SPECIFICATIONS FOR PUBLIC PREPARED BY' PLSA , SEE SHEETS 6-7. IM'.JRK IN THE PUBLIC RIGHT OF v'h\Y PRIOR TO PERMIT ISSUANCE, A EXISTENCE OF OTHER UTILITY FACIILITIES OR STRUCTURES NOT SHOV'HI OR IN A LOCATION DIFFERENT FROM THAT CODE. i, "~ IM'.JRKS CONSTRUCTION (GREEN BOOK) 11. STORM W'\TER QUALITY MANAGEMENT PLAN PREPARED ,. CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. c,'?-'<-'?" 6. SOILS REPORT ANO RECOMMENDATIONS BY BY: PLSA DATED: JULY2022 FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE THE UTILITIES SHOV'HI ON THE PLANS ANO ANY OTHER EC/STING FACILITIES OR STRUCTURES NOT SHOWN. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF IM'.JRK OF THIS PLAN PER c,'<-ff:' HETHERINGTON ENGINEERING, INC.: JOB NO. 9325.1 12. CALIFORNIA STORM 111'\TER QUALITY ASSOCIATION BMP PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH ( • SORSO OV\13 M19. DATED 7114121 CONSTRUCT/ON HANDBOOK ANO CAL TRANS CONSTRUCT/ON OCCURRANCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER 8. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS IM'.JRK SHALL BE REESTABLISHED, ~~~ 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS SITE BMP MANLIAL HAVE A RATING OF ''A-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII PERPETI.IATEO, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GU/OE. GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING ~I" PLANS IF IT IS FOUND THAT THE ACTI.IAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED IM'.JRK 9. 100 (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. STANDARDS. 5. NO 'MJRK SHALL BE COMMENCED UNTILALL PERMITS HAVE BEEN OBTAINED FROM 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 v'h\TT) OR 13,700 PUPIL LUMEN (100 v'h\TT) HIGH EFFICIENCY THE CITY AND OTHER APPROPRIATE AGENCIES. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELDIN) AT LEAST 2 FULL 'MJRKING INDUCTION LIGHTS. •AS MODIFIED BY CITY OF / LEGEND CARLSBAD STANDARDS 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVMENTS ARE DAYS PRIOR TO STARTING GRADING NEAR THEIRFACILITIESANOSHALLCOORDINATETHEIM'.JRKWITHA NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT COMPANY REPRESENTATIVE. ..... DESCRIPTION STD. SYMBOL QUANTITY 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY UNDERGROUND SERVICE ALERT (DIG ALER1) BASIS OF BEARINGS VICINITY MAP PROPERTY BOUNDARY (800) 422-4133 I 811 -- OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNERS PERMISSION HAS SOG&E (800) 411-7343 THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE N.TS. BEEN OBTAJNEO ANO A VALID GRADING PERMIT HAS BEEN ISSUED. AT&T (619) 237-2787 6, EPOCH 1991.35, GRID BEARING N 66'04'32" E BETWEEN STATION "CLSB-141" ANO STATION "CLSB-119" AS OWNER'S CENTERLINE OF ROAD - 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT WRITTEN APPROVAL OF THE SPECTRUM CABLE (800) 227-2600 SAID STATIONS ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETIM'.JRK PER RECORD OF CERTIFICATE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF COX COMMUNICATIONS (619) 262-1122 SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRLIARY 8, ADJACENT PROPERTY LINE ------- THE PLANS ANO TITI.E SHEET. CITY OF CARLS BAO (STREETS & STORM DRAIN) (760) 434-2980 2002. I (l<W:) HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR GEOLOGIST HAS BEEN OR VIRLL CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722 BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ADVISE ON THE COMPACTION ANO PUBLIC RIGHT-OF-W'\Y 9. ORIGINAL DRAWING SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED BY THE CITY ENGINEER. 34. PERMIT COMPLIANCE REQUIREMENTS: SWQMP, f (WE) ALSO AGREE A QUALIFIED SVIQMP PRACTITIONER QSP HAS BEEN OR WILL BE 10. THE ORIGINAL DRAWING SHALL BE REVISEOTOREFLECTAS-BUILTCONOITIONSBY A FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOURCE OF TOPOGRAPHY RETAINED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCE VIRTH THE CALIFORNIA SETBACK LINE BY THE ENGINEER-OF-IM'.JRK PRIOR TO THE FINAL ACCEPTANCE OF THE IM'.JRK BY THE CITY SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM CONSTRUCTION ORDER ANO MUNICIPAL PERMIT, LATEST VERSION. EXISTING CONTOUR LINE OBSERVE ANO CONTROL THE IM'.JRK IN PROGRESS (15.16.120A8} --["''""'""'"' 64 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAJNED TO INFORMATION GATHERED ON. JANLIARY 5, 2021 THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. CARLSBAD MUN/Cf PAL CODE. BY' PASCO, LARET, SUITER &ASSOCIATES 1.,--·,Q._ II PRIOR TO COMPLETION OF GRADING IM'.JRK -THE FOLLOWING TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ,-PROPOSED CONTOUR LINE 64 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED I\J59FD659CFD494 REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE SIGNATURE DATE OF: (A) SUMMARY SHEET, (BJ LABORATORY IM'.JRK SHEETS ANO (CJ COMPACTION PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD FLOl"A..INE .. CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF MUNICIPAL CODE: BENCH MARK CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS KEVIN DUNN FOR: RREG INVES1MENTS SERIES LLC, SERIES 1040 DIRECTION OF FLOW MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL INSPECTOR WITHIN TIM? WORKING DAYS OF THE COMPLETION OF FIELD TESTS. GRADING JS COMPLET.E. ALL EROSION CONTROL, SLOPE PLANTING DESCRIPTION: 2-112 INCH BRASS DISK CONSTRUCT 3' WIDE PCC RIBBON GUTTER I .. l 225LF 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY LOCATION: THE S.Q!/.THEAS.T (.QNRNER QF A VAIi.LT ADJ!j(.ENT IQ THE NQRTHEAS.T COOEAND THE APPROVED PLANS (OBTAJN SAMPLE OF COMPLIANCE PROJECT ADDRESS ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED CORNER OF THE NORTHBOUND COAST HIGHvV<\Y 101 BR/OGE OVER THE AGUA CONSTRUCT STEM WALL PER SEPARATE PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING LETTER FROM CITY ENGINEERING OEPAR1MENT). HEOIONDA LAGOON 0.1 Ml SOUTH OF TAMARACK AVENUE 38 FT EAST OF THE 3570 GARFIELD STREET ARCHITECTURAL PLAN FiZYYYYYYYYYYYY SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE (2) AS-BUILT GRADING PLAN. EDGE OF PAVEMENT BY A SINGLE PARK!NG SPACE FOR THE FAG/Lin; BASED CARLSBAD, CA 92008 ABBREVIATION LEGEND STATE OF CALIFORNIA PRINCIPALLYOOING BUSINESS IN THEFIELDOFAPPLIED (3) REPORT FROM THE SOILS ENGINEER, V>A-1/CH INCLUDES ON NUMBER 141, AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD OF APN: 204-240-13 & -14-00 INSTALL PCC PAVEMENT (THICKNESS PER BW = BOTTOM OF WALL ELEVATION I . . I 5,825SF SOILS MECHANICS. ALL FILL OR FUTURE FILLAREAS SHALL BE CONSTRUCTED IN RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO SURVEY 17271. PLANS) ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF RECORDED: 2002 EG = EXISTING GRADE "EARTHIM'.JRK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO REFERENCE DRAWINGS FS = FINISHED SURFACE BIORETENTION BASIN c·:·:·:·:·:·:·:·:·J 850SF INVESTIGATION. DA/LY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE ELEVATION: 26.52' DATUM: NGVD29 FG = FINISHED GRADE PROJECT INSPECTOR. GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO OV\13 363-6 MAP7961 FL=FLOl"A..INE Oi,1,G402-3A MAP1785 CONSTRUCT MASONRY RETAJNING WALL 14. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE RECOMMENDATIONS OUTI.INEO IN THE PRELIMINARY SOILS REPORT FF= FINISHED FLOOR SORSO C-02, C-03 750LF BEG/NNING QF l1QRK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES ANO ANY SUPPLEMENTS THERETO. OiM,491-BA MAP1747 GF = GARAGE FACE (REGIONAL STANDARD) PROJECT LOCATION Oi,1,G495-2A MAP1803 RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER (4) REPORT VIRTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE OIM,522-BA PM 16596 IE = INVERT ELEVATION CONSTRUCT MASONRY RETAJNING W'\LL (BY ASPECTS OF THE WOR.K. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION CITY THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 204-240-13 & -14--00 LA = LANDSCAPE AREA SEE DETAIL SHT. 9 T T 750LF MEETING BY CALLING THE INSPECTION LINEAT (760) 438-3891 AT LEAST FIVE(5) (5) PERMANENT STRUCTURAL BMP INSTALLATION CERTIFICATE. MAP 12987 PM21364 TG = TOP OF GRATE ELEVATION STRUCTURAL DESIGN) IM'.JRKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE (6) PERMITTED WALL FINAL INSPECTION REPORT. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 358 E 1659 RIM = TOP OF RIM ELEVATION 6" PVT STORM DRAIN AREA DRAIN 0 14EA CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE INDEX OF SHEETS TW = TOP OF WALL ELEVATION PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S ADDRESS. 3570 GARFIELD STREET, CARLSBAD, CA 92008 1W@EG = TOP OF 111'\LLAT PVT 24''X24" BROOKS BOX INLET 1M TRASH SCHEDULING. THE GRADING PERMIT WILL BE PROV/OED BY THE PROJECT INSPECTOR APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK PLANCHECK FEES WILL BE 1 Ttn.E SHEET I NOTES EXISTING GRADE CAPTURE SCREEN [g] 2EA AT THE MEETING. REQUIRED FOR ANY SUCH RECHECK. 2 NOTES ANO DETAILS FYSB = FRONT YARD SETBACK 15. ALL INS.PE(.TIQN REQ!I.ES.TS QTHER THAN FQR PRE(.QNS.TRUCTIQN MEETING WILL BE EARTHWORK QUANTITIES 3 OEMOPLAN RYSB = REAR YARD SETBACK PVT 36'X36" BROOKS BOX OUTI.ET WI TRASH [g MdDf BY r;&Llf)IG lliE ENG/f)/E/;B/Ma 24--HDI/B. 11/,~PECTJQN REDl/fS.I LlfJf AI 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY 4 GRADING PLAN SYSB = SIDE YARD SETBACK CAPTURE SCREEN 1 EA (7601438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2.00 P.M. THIS PLAN SHALL INCLUDE "STENCILS" BEAOOEO TO PROHIBIT WASTEWATER DISCHARGE OOV'HISTREAM. cur 265 CY fMPORr 2105 CY 5 SECTIONS AND OETAJLS ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE STENCILS SHALL BE ADDEO TO THE SATISFACTION OF THE CITY ENGINEER. FILL: 2370 CY EXPORr 0 CY 6 TIER 2 SWPPP TITLE SHEET 6" PVT PVC STORM DRAIN PIPE THE NEXT IM'.JRK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 7 TIER2SWPPP --SD SD --450LF 2:00 P.M. WILL BE SCHEDULED FOR TIM? FULL IM'.JRK DAYS LATER. REMEDIAL: 375 CY 8 SINGLE SHEET BMP 18" PVT PVC STORM DRAIN PIPE 10LF 16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR 9 RETAINING WALL DESIGN ANO OETAJLS SHALL DESIGN, CONSTRUCT ANO MAINTAJN ALL SAFETY DEVICES, INCLUDING ABANDONMENT NOTES PCC HEADWALL WITH Rf P RAP SORS00-40 rrm 5EA SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, DISTURBED AND IMPERVIOUS AREA OWNER INFORMATION STATE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS ANO REGULATIONS. PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP IM'.JRKANO CLOSE THE GRADING PERMIT MUST DEVELOPER PROPOSED FENCE PER SEPARATE 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING IMPLEMENT APPROPRIATE ACCESS RESTRICT/ON AND EROSION ANO SEDIMENT CONTROL MEASURES TO THE TOTAL LOT AREA -24 911 SF NAME; RREG INVES1MENTS SERIES LLC LANDSCAPE PLAN X X SATISFACTION OF THE Cir,,; INCLUDING BUT NOT LIM/TEO TO THE FOLLOVIRNG: NAME: KEVIN DUNN FOR: A OETAJL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAJNABLE, DISTURBED ROW AREA -3 078 SF SERIES 1040, A DELAWARE LIM/TEO RINCON REAL ESTATE GROUP THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE LIABILITY COMPANY EXISTING FENCE X X OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE NON-l<W:ED VEGETATION (SEE CITY LANDSCAPE MANLIAL FOR GUIDELINES) IS CONSIDERED TOTAL DISTURBED AREA= 27989 SF EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION ADEQUATE. ADDRESS: 5315AVENIDA ENCINAS, SUITE 200 ADDRESS: 5315AVENIOA ENCINAS, SUITE 200 EXISTING WATER MAIN (SIZE PER PLAN) w w THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (51 OR 2) PERMANENTLY STABILIZE FLAT AREAS (s5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAJNABLE, (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE IM'.JRK INCLUDING PUBLIC CARLSBAD, CA 92008 CARLSBAD, CA 92008 MORE IN OEPTHANOAPPROVEO BY THE CITY ENGINEER ANO/OR CONCERNED NON-l<W:ED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF IMPROVEMENTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE ANO EQUIPMENT PHONE NO.: (888) 357-3553 PHONE NO.: (888) 357-3553 EXISTING SEWER MAIN (SIZE PER PLAN) s s AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. STAGING AREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITI.E 8 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO OET.ERMINEAPPROPRIATE FENCING TYPE. EXISTING GAS MAIN (SIZE PER PLAN) G G CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A 4) SIGNAGEALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING ARE 'TOTAL NEW I REPLACED IMPERVIOUS AREA = 21,448SF 'NOTE: QUANTITIES WITHIN I SUBSET LEGAL DESCRIPTION REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA PROHIBITED. EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OV'HIER TO THE CITY OF OF DISTURBED AREA PARCEL A: APN 204-240-14-00 EXISTING OVERHEAD ELECTRIC UTILITIES 01 OE EXCAVATION. CARLSBAD POLICE DEPAR1MENT. SOILS ENGINEER'S CERTIFICATE LOT BAND THE SOUTHEASTERLY 5 FEET OF LOT 5 IN BLOCK O OF PALISADES, IN THE CITY OF CARLSBAD, PER IMPR. PLANS 18. NO BLASTING SHALL BE PERFORMED UNTILA VALID BLASTING PERMIT HAS BEEN 6) NOTARIZE ANO RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OV'H/ER IS RESPONSIBLE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 1747, FILED IN THE OFFICE OF INSTALL 6" PRIVATE PVC SEWER LATERAL 01,\G 538-2 s s OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION ORDINATION, KEEPING THE f, EDWIN R. CUNNINGHAM, A REGISTERED GEO.TECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, THE COUNTY RECORDER OF SAN DIEGO COUNr,,; FEBRLIARY 05, 1923. ALSO ALL OF LOT 10 IN BLOCK Q PERMIT l<W:LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. SITE FREE FROM LITTER ACCUMULATION ANO VEGETATION GROWTH, ANO REMOVING ANY ILLEGALLY PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A OF PALISADES NO. 2, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1924. DURING CONSTRUCTION OPERATIONS WILL CEASE IMMEDIATELY ANO THE UNDER MY DIRECTION ON 7/14/2021. TIM? COPIES OF THE SOIL REPORT COMP/LEO FROM THIS PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. EXCEPTING FROM SAID LOT 10 THE NORTHWESTERLY 253. 77 FEET THEREOF ABBREVIATION: UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-8) SORSO -SAN DIEGO REGIONAL STANDARD DRAWING ENGINEER TO 00 SO. 1? c? -c_·? PARCEL B: APN 204-240-13-00 CMVVO -CARLSBAD MUNICIPAL WATER DISTRICT I HEREBY DECLARETHATIAMTHEENGINEEROFIM'.JRKFOR THIS PROJECT, THAT /HAVE EXERCISED 6L THE SOUTHEASTERLY 2.5 FEET OF LOT 4 ANO ALL OF LOT 5, EXCEPTING THE SOUTHEASTERLY 5 FEET 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING SIGNED: -✓ ..., 'i?p_OFESs,,.... WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO *"'"' 1-, cufV/2~+i' THEREOF, IN BLOCK Q OF PALISADES, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, • NOTE: MODIFIED PER CITY OF CARLSBAD STANDARD EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT VIRTH CURRENT STANDARDS. }:!!~~ 1/,,f..; ~ ACCORDING TO MAP NO. 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNr,,; V) Q ·t- GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO GEGNO.. RCF 81687 0& ~G) FEBRLIARY 05, 1923. ALSO THE SOUTHEASTERLY 47.30 FEET OF THE NORTHWESTERLY 253. 77 FEET OF "AS BUILT" w No. C 815B7 I Z. 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING I UNDERSTAND THATTHECHECKOFPROJECTORAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD r.i::: rri LOT 10 IN BLOCK Q OF PALISADES NO. 2, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DATE: * Exp. Date !.7 OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY DOES NOT RELIEVE ME, AS ENGINEER OF IM'.JRK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. -ACCORDING TO MAP NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNn; '-0-r'.r HOLIDAYS IS AVAILABLE AT THE ENGINEERING OEPAR1MENT COUNTER.) LICENSE EXPIRATION DATE: MARCH 31 2024 -1;-$ C/V\\_ *'".f-AUGUST 25, 1924. 21ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY OF C.t;,L\'r0?: PASCO LARET SUITER INSPECTOR FOR APPROVAL TIM? FULL IM'.JRKING DAYS PRIOR TO THE BEGINNING OF BY'~ k DATE: RCE EXP. DATE 'MJRK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCUR/NG ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION TYLG t'AWSON, R.C.E. & ASSOCIATES ""Of ESS Io~ REVIEWED BY: 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO W'\STE MATERIAL SHALL BE R.C.E. NO.: 80356 San Diego I Encinitas I Orange County i3' -.I'-G LAJis. '( Phone 858.259.8212 I www.plsaengineering.com DEPOSITED AT, ASITEAPPROVEDBY THE CITY ENGINEER. THE CONTRACTOR 12-31-2024 ,;f """ 0-i, ~ STRUCTURAL {POST-CONSTRUCTION) BMP TABLE SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL REGISTRATION EXPIRATION DATE: I-;, " "' INSPECTOR DATE "' -ROUTES OR ADJACENT STREETS ASA RESULT OF THE GRADING OPERATION. -'Z-STORM WATER REQUIREMENTS THAT APPLY.· EXEMPT FROM EXEMPT FROM <o No. 80356 ,.,, I SH~ET I I SHE:TS I FIRM: PASCO, LARET, SU/TEI'!, ANO ASSOC/A TES, INC. w ,.,, TRASH CAPTURE? CITY OF CARLSBAD 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE "" Exp. 12/31/24 "' HYDROMODIFICA TION? TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. ADDRESS: 1911 SAN DIEGO AVE, SUITE 100 * * ~ STANDARD STORM WATER REQUIREMENTS ~ YES ~ YES ENGINEERING DEPARTMENT 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF CITY STATE: SAN DIEGO, CA 92110 J'~!f CIVIL ~"-' PRIORITY PROJECT REQUIREMENTS NO NO WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A TELEPHONE.· (858) 259-8212 GRADING PLANS FOR: MINIMUM ONE PERCENT SLOPE. OF CALI~ GARFIELD BEACH HOMES MAINTENANCE DWG 538-2A MAINTENANCE 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SWPPP ANO/OR SET OF TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY 3570 GARFIELD STREET EROSION CONTROL PLANS. EROSION CONTROL SHALL BEAS SHOWN ANO AS APPROVED NOTE: PUD 2021-0007 BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. TC-32 BIORETENTION BASIN PRIVATE YES 4,8 ANNUALLY GR 2022-0024 1111 C' I CDP 2021-0038 ASNEEOEO 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM PRIVATE ONSITE IMPROVEMENTS THAT PERTAJN TO SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO MEDIA FILTER ANNUALLY APPROVED: JASON S. GELDERT GUARD RAILS I FENCING ON TOP OF STRUCTURAL TC-40 PRIVATE YES 4,8 ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED REIAINING WALLS SHOWN HEREON ARE FOR (TRASH CAPTURE BMPS) ASNEEOEO EXPIRES 9/30/24 ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. REFERENCE ONLY A SEPARATE PERMIT I PLANSET ENGINEERING MANAGER RCE 63912 DAlE 27.ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYOROSEEDEO FOR SUCH IMPROVEMENTS IS REQUIRED; REFER DWN BY: 68~ PROJECT NO. DRAWING NO. DAlE INlllAL WITHIN TEN /10/ DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE TO DV\13 538-2L. DAlE INlllAL DAlE INlllAL CHKD BY: AS SHOWN ON THE APPROVED GRADING PLANS. ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL QTY APPROVAL RVWD BY: CT 2021-0002 538-2A J:'ACTIVE JOBSl3529 RINCON GARFIELD STICIVIL IORAWING\GRAD/NG PLANS13529-CV-ORAD-01-TITLE.dwg PLSA 3529-01 DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023 AM If ROW 60.0' 30.0' 30.0' 120' 38.0' 12.0' 6.o· I 6.o· 18.0' TO TC 18.0' TO TC I "'"'~ ~ n ~ ! = = PROPOSED PCC 6' ,; I I I ~ 71-l j' I I I I I, I I I I I I ~ I TfF\ WIDE SIDEV,,V,,LK ~ V I '\J-_11'--. ~ PROPOSED6"PCC CURB& \:-_;i-~~~ GUTTER PER SDRSD G-02 "'----,,__ j I I 1..-c -~-' __ 1 EX/STING PCC CURB '= ~ / ,..--I I I I I-"\ ANO SIDEV,,V,,LK TO SAWCUT EXISTING PAVEMENT ~ REMAJN PER DETAJL THIS SHEET EXISTING 1" H.P. EXISTING AC 3" AC GRIND AND EXISTING 8" VCP SEWER GAS MAIN TO . PAVEMENT TO OVERLAY HALF-WIDTH = :~EMAIN PER REMAJN PER REMAJN EXISTING6"A.C. WATERMAINPERDWG DWG436-8 170-<! TO BE REMOVED AND REPLACED L PROPOSED STREET WITH 8" PVC CLASS 235 WATER MAIN TRENCHING PER DWG PER DWG 538-2 538-2 TYPICAL SECTION -GARFIELD STREET SCALE: NOT TO SCALE J:14CTIVE JOBSl3529 RINCON GARFIELD snCIVIL\DRAWINGIGRADING PLANSl3529-CV-GRAD-02-NOTESAND OETAILS.dwg PROPOSED PCC PAVEMENT OVER SUBGRADE; THICKNESS & TYPE PER GEOTECHNICAL RECCOMENDATIONS VARIES - 3.0' 1.5' 1.5' FL+0.1' VARIES - \: 1 ,~.-=-1--'--'--=------_ ~ I 1 7v _ _,_._,__._,_. ~ PROPOSED3'WIDE, ~ SUBGRADE 5"THICKPCC RIBBON GUTTER TYPICAL DETAIL -RIBBON GUTTER SCALE: NOT TO SCALE 3.0'MIN 2.0'MIN 6'' PCC CURB & GUTTERPER- SDRSDG-2 COLO PLANE AND OVERLAY (3" MIN. DEPTH) TO PROVIDE SMOOTH TRANSITION I EXISTING AC 7u---,-----,-[ PAVEMENT I m 4" MIN. PVMT FABRIC AT SAWCUT JOINT ~ ., ~ EXTEND BASE 'STRUCTURAL SECTION 4"AC OVER 6" CLASS I/AB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP 6" BEHIND CURB TYPICAL DETAIL -SAWCUT AC PAVEMENT SCALE: NOT TO SCALE If I I 4" ATRIUM GRATE I I (FENCEPER I . LANDSCAPING 4"MIN PLANS TW=TOPOFWALLAT 7 1-I FINISHEOSURFACE~ j ,-_,-'" I I _,--~ LEVEL OR SLOPED H=RETAINED_ """"\ --t-!,.... ,'"I,-/ BACKFILL PER PLAN WALL HEIGHT \ I . I I (7WTOTF) I , I",: -~ WATERPROOFING BW = BOTTOM OF WALL ~ I ~ · I WALL DRAINAGE I -....___ J°",¢:5}'-l I PER SDRSD C-08) "PAVEMENT NOTE: STRUCTURAL SECTION TO BE CONFIRMED IN FIELD BY GEOTECH. ENGINEER BASED ON OBSERVED R-VAULESITESTING AT FINISHED GRADE ....._t---.._ • ) I"'.:,\ ~ (CRUSHED AGGREGATE, I ' '"~''" . ~L--"'CJ"L . ~ \ -.,,_ --4" FRENCH DRAIN TO OUTLET \-I I I . ~I-J :l THROUGH WALL FACE OR MIN 0.5' EMBEDMENT MIN 7' TO DAYLIGHT ADJACENT TO SLOPES (1YP.) \ :-}-:;:;/ CONNECT TO PVT S.O. TF= TOP OF FOOTING TYPICAL DETAIL -RETAINING WALL SCALE: NOT TO SCALE PASCO LAREY SUITER & ASSOCIATES San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com "AS BUILT" RCE___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~===~===~~=========================±===jt===l=====i===1 ~ c11l1N2ENG ~E¾~~~AD W 1 GRADING PLANS FOR: GARFIELD BEACH HOMES 3570 GARFIELD STREET GR 2022-0024 APPROVED: u,n DETAIi c: PUD 2021-0007 CDP 2021-0038 JASON S. GELDERT ~~~;~+;~~~~===========================±~~==±::==t===Jt===l 1.::EN~GIH;1N7E~ER~IN:::G~M~AN~A::GER~:::RCE~6~39~1~2~E~XP~IR~ES~9~,/~:3~D/~:2~4::::::::!D~A1E~ I DAlE INlllAL li'DWN BY RA DAlE INlllAL DAlE INlllAL :K PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: --C DlHER APPROVAL alY APPROVAL RVWD BY: T 2021-0002 538-2A PLSA 3529-01 0 ~ ~ N "' ti 6 (!) w rl) i5 w zN ti: <( ~ rl) ~ 13 -0) 0 0"' rl) ~N ~ w ro f-"' "' -., :J -0:: en .. w w~ f- :J ~N rl) o~ >-'" (!) N w w "i' 0:: -0) <( Cl "' _J z~ 6 <(., en "' 0 ., en ~- it O):i:: ~ 0. DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023 AM ' <-="'ti°"' o<' I ~'r G) l rc,·60.9,, __ ,1 G) /\ I \ I I I I 'r:, :,: 0 0: \ \ \ 1 O"TP / ~o'r:,_ : o'r:, I 2 I I I I I ~ ·c=6o t l s -----.: OE ~ G) TC=60.1t G) TC=60.22 ) 60.87 '" -re, Jo.s2 G) G) G) r. K 60.90 1) '---._ ·c=59.B3 1) G) \en G) 1) X 60,5?;i ( G) -w~w / TC=60.36 \en G) --.. .J LEGEND PROPERTY LINE RIGHT OF WAY ADJACENT LOT LINE CENTERLINE OF ROAD EXISTING CONTOUR EXISTING STRUCTURE EXISTING ROOFLINE EXISTING FENCE EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING GAS MAIN 60.94 ::E ::E ::E ::E "C=60.86 ::E ::E 0 "Tl 0 m 0 m 0 m 0 m c=ili ao----i I - -- --X--X-- --w--w-- --S--S-- --G--G-- EXISTING OVERHEAD UTILITIES -OE --OE - J:1-'\CTIVE JOBSl3529 RINCON GARFIELD STICML IDRAWINGIGRADING PLANSl.3529-CV-GRAD-03-DEMO.dwg RF=68.5 1 o -------o"-------- -OE -1 O" ·p ~ O"-------- ------EXISTING 2 STORY BUILDING o'r:, APN: 204-240-12-00 ~ RF=73.9 I I I I RF =65.3 I I ( \ \ \ I I I I J EXISTING 2 STORY BUILDING _J _ \ I ex1s·1 ING 1 STORY BUI .DING PLAN VIEW -DEMOLITION PLAN DEMOLITION NOTES I 1 I EXISTING SURVEY MONUMENT TO REMAIN; SEE NOTE 4 THIS SHEET [I] EXISTING OFFS/TE WALL TO REMAIN I 3 I EXISTING FENCE TO BE REMOVED [ij EXISTING UTILITY TO BE REMOVED [I] EXISTING WALL TO REMOVED li_J EXISTING TREE TO BE REMOVED [I] EXISTINGASPHALTDRIVEWAYTOBE REMOVED 8 EXISTING FENCE TO REMAIN; PROTECT IN PLACE 9 EXISTING ON-SITE STRUCTURE TO BE REMOVED 10 EXISTING GAS SERVICE AND METER TO BE REMOVED; -SEE NOTE 1 THIS SHEET 11 EXISTING ON-SITE HARDSCAPE TO BE REMOVED SCALE: 1" = 10' HORIZONTAL ADDITIONAL NOTES 1. CONTRACTOR TO ABANDON I SHUT OFF EXISTING GAS SERVICES PRIOR TO DEMOLITION OF ANY STRUCTURES GAS SERVICE LOCATION TO SITE UNKNOWN}, EXISTING GAS METER LOCATIONS SHOWN 2. CLEAR AND GRUB EXISTING ONSITE VEGETATION, DISPOSE OF ANY EXISTING ONSITE DEBRIS. 3. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE MONUMENT(S) SHALL BE REPLACED BY A LICENSED LAND SURVEYOR VltiO SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED. / / \ RF=64.7 LOT10 / I I / Ir X 50.7 , . / \ \ ' 0 XISTING 2 STORY BUILDING I RFc67.3 RI •61.0 \----1 \ I I I I I - "'--L " X 50.3 '1- No. 80356 p. 12/31/24 ( \ ______, --------------------,,,,---..r' \ X 50.1 PASCO LAREY SUITER & ASSOCIATES San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com \ { " 10 I \ '----- ------ --------" \ I I ( I I I I I ,---' APN: 204-240-06-00 '---.._ ------------ AP : 204-240-22-00 GRAPHIC SCALE: 1" = 10' 0 10 "AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR 20 30 DATE DATE I SH3EET I CITY OF CARLSBAD I SHE9ETS I ~====+====t=============================t====t====t====t===j ENGINEERING DEPARTMENT t---t--t----------------1-----l----1-----l---1 GRADING PLANS FOR: GR 2022-0024 GARFIELD BEACH HOMES 3570 GARFIELD STREET EXISTING CONDITIONS PUD 2021-0007 CDP 2021-0038 JASON S. GELDERT t---t--t---------------1---+--l---+---1 ~EN~Gl~N~EER~IN::::G~M~A~NA:::GER=;';:::::::R:::CE::::6::3::9:::12:::::::::EXP::::::::IRES=::9:=3;;0:::2::4:::::::::::D::A::::lE:: DWN BY: BAK PROJECT NO. DRAWING NO. APPROVED: ~~ :~:--CT 2021-0002 538-2A DAlE INlllAL ENGINEER OF WORK DA 1E INlllAL DA 1E INlllAL REVISION DESCRIPTION DlHER APPROVAL QlY APPROVAL PLSA 3529-01 DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023 AM tvO: ~ X 60.67 I ~-, G. ~0~ ""-~ r _...,fa, ~ ~ "-::!: \ / I /' "-. I 623 'I o ~ o4 (60.8 BW@EG) ::!: \ I I \ l I \ \ \ RI 68.5 EXISTING 2 STORY BUILDING RF=72.9 ~ I ~ 58.01W 5 5Z41W@FG /56.0 BW@EG) 55.3 TF I I I L / I "-. / : f I /{~~c''ivRE 5Z31W R-. 5101W@FG 0 (54.1 BW@EG) 53.3 TF ,XISTING 2 STORY BUILDING H=4.0FT 56.61W @ 5 55.21W 56.51W@FG 546 TW@FG /53.0 BW@EG) (51.3 BW@EG) 52.6 TF 50.5 TF LOT10 5 55.2 FG 54.5TW@FG (505BW@EG) 49.8 TF 'XISl ING 2 STORY BUI .D1r-MJ=l5R'I! 7_3 5 55.21W 54.5TW@FG EXISTING (50.5 BW@EG) smUCTURE 49.8 TF 54.3 TG I I \ \ { " I Gl X ,D~ ::!: '-6~W@FG wt-w--10 w7 °~ Gl ,-~ ~ 60.7 -~--If= 2.ZET_:_ 0"iti"lML'.L'2,,~""""'i:;;,;,_-<"-<cfL -/5815.BW@EG)-~ 5~157;;_ __ JI WREMAIN I 56.8 TG---,L,-/ H=4.0FT 4 7ET I ,_ . __ __,,= . -·------~ RFf© REMA,-IN~:.:;;--~H~==5.4-,FT 53.15 IE I I I I I Gl Gl Gl ·c=60r Gl Gl TC=SQ)l4 '--.... ·c=59.B3 Gl Gl Gl -w~w / TC=60.36 Gl ·-.. .J ~ a / 0::: . . . ,61.4 ',--''-J'---/ __, l / _LA_ -l \ GF=58.5 ' f -' o m J 'Ei ~-:::;:J. 59,2-F.:G 58;§.fE 58_5 F l I ~ , ~2wt1w-~rzR -1; 'C. d"_61,~----__ >F-, I L >F-1 ,.. , · _ 61.15 0 . 58.1 ~ 1 -"! I .. ..-61.15BW@FG~ ;,/'Jf:J __ f2 ___ s , - i , \ ,( I ..-5o,r r. "'-.-~ FF-= 59.2-· . 10.0· / 92 l fT PAD= 58.5 ' 0 m : _ §' I CRAWi SPACE NOT SU58'.2' 9.b'FS J 58.7 FS ,-JIIL_,+-,.+.';,,,,.;.!l'-!,,.,,,..,,---/-:...LI RF •77.4 __ ....;.;.;c..; I i<-I \ l_ 58.4 TG 8 I 6 .41W 61:Mi3 FG '5 .1BW L.IL.l/ 58.0TF H=3.4FT ADDITIONAL NOTES 1. ALL UTILITIES SHOWN HEREDN PER BEST AVAILABLE RECORD INFORMATION. 2. ALL EXISTING ONSITE STRUCT.URES TO BE DEMOLISHED UNLESS OTHER'II//SE NOTED. 3. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHER'II//SE NOTED. 4. ALL ONSITE V'b\TER, SEWER, AND STORM DRAIN FACILITIES TO BE PR/VA TEL Y MAINTAINED. 5. HARDS CAPE SHALL DRAIN AV'b\Y FROM PROPOSED smUCT.URES AT A MINIMUM OF 2.0% FOR 10 FEET, AND LANDSCAPE FORA MINIMUM OF 5.0% IN ACCORDANCE Vil/TH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER. -X X -\ \ ENDC-2~ "' BEGIN /z'.3 1/111\l.L l / 57.31W_,)t' · -(513 BW@EGJ _ _, IH=,O'J=r r CONSTRUCT/ON NOTES (D EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR 'MIO SHALL FILE A CORNER RECORD Vil/TH T.HE COUNTY IF DIST.URBED OR DESffiOYED ® CONTINUATION OF PRIVATE ONSITE SEWER LINE PER SEPARATE BUILDING PERMIT ® 6" SEWER MAIN CLEANOUT Vil/TH 12" CAST IRON LID PER SEPARATE BUILDING PERMIT © CONSmUCT MASONRY RETAINING 1/111\l.L PER SDRSD C.IJ2 @ CDNSffiUCT MASONRY RETAINING 1/111\l.L PER SDRSD C.IJ3 ® CONSmUCT RETAINING 1/111\LL PER smuCTURAL DESIGN; SEE DETAJLS SHEET 9 (Z) CONSmUCT 6" CURB & GUTTER PER SDRSD G-02 @ CONSmUCT RIBBON GUTTER PER DETAJL SHEET 2 • AS MODIFIED PER CITY OF CARLSBAD STANDARDS J:14CTIVE JOBSl3529 RINCON GARFIELD STICML\DRAWINGIGRADING PLANSl3529-{JV-GRAD--04-{JRADING.dwg 5Z95FS --y-Nv55'58J ,1"-f..,,120.00'----.,--V -54~ IE ~1.Jllf 1 STC !Y BUI PA'EJ = 57. 5 6"RISER (TYP.) 57.4 FS ' t. s ) . ' ' X . -XI - -N 55'58'18" E 242.55\ ' 57.5FG Gf =57.5 t. 57.3FS1 ~ ,-.; ' l 56.6FL 56.BTG 54.15 IE co \ 5 5Z21W , 56.9TW@FG \ (531l BW@EG) I ~ 53.2 TF H=4.0FT I I ( I I I I \ >...I ~ I ..,. --'-X I I -. 57.2FS SD 0 55.3 TG 53.75 IE I >< ~ . -, ' I/ . ' ' J ,... _../ /, / '!-/ /~ / I 512FS O> <ti >< SD ' .o~• I I \ s t:::i'.:::::j--'----;::-,h ----'-----"---'-'-1-4=;'.;:::::f',~~~;;;;;;;'""-"ti; GF =56.5 6"RISER ? r GF=56.5 5B J Fs UN/TB / FF =57.2 / PAD=56.5 lA X ~0':I (TYP.) ~ ~ UNIT 7 56.3 FS '\ 55.5FG FF= 571i 1 56.95 FS PAD = 56. 5 55.5 FG ~ 54.51W 57.2FS 6 52 75BW@FG \492 TF r,;;i.5~.3 TG 55 3 TG ~ 52.9~E 53.15 IE 55.5FG 54.5FG X X ~-------54.3 TG ' ' -\-{.5/f +~-f' -\-2.Q\--\--\-~ BM~t ;l!;=+as~s~ ro t s.~.1 -1--1- -1--1--1- + + + · -1--\- -\- -\--\- I 1.8' I I I :J \ s•' I 54.511',( 6 52.75~W@FG 49.2 TF) 54.5,1W 6 52.75~FG (49.0BW@FG) 4Z1 TF) H= 7.4 FT- 49.0IEOUT I 53.92 TG 1 1 50.5 IE 54.51W 6 52.75BW@FG (49.1 BW@FG) 47.1 TF ) H = 7.4 I'{ \ I . . I 54.51Wt_ 6 52.75BW@FG 49.2 TF - (49.5FG) , 54.51W 6 \ 52.75 BW@FG ,(50.0 BW@FG) "" 49.1 TF..___ H=5.4FT --- ~ f"' X X --X tr:(_)) X --, X --~;-~~--X 1--X--;---- -,--53.45IE --L....~ 56 ~5 A,5.A. /55.9.11W P . /S•FING ~ 54.51W -;---(.) 5 55.21W 54.5 1W '6 54.5 T.W@FG 52.75 T.W@FG i 54.51W 6) 52.75TW@FG /50.2 BW@EG;) 49.1 TF 56.5 TW@FG 5~FG mEE 54.3 TW@FG (54.0 BW@EG) (52.1 BW@EG) (5-1.1 B §) 53-2 TF 51-2 n; EXISTING FENCE 5o.5.TE H=3.4FT H=41TFT ----H=4.0FT LOT1 /". BLOCKQ ( (50.5 BW@EG) (50.5 BW@EG) \ 49.8 TF 49.8 TF ) H =.5A-FT~lf'=-4,71F-T-_.......__., \ \W ~IN'.- / 1 r------I MAP 1803 ___.. r~,r-~ ..__ --, \ H= 5.4 FT. ) . ' .......... "' \ I I ( PLAN VIEW -GRADING PLAN SEWER NOTE: PRIVATE ONSITE SEWER PER SEPARATE BUILDING PERMIT. NOTE: EXISTING SEWER LATERAL LOCATION UNKNOWN. TO BE REMOVED PER CITY STANDARDS. GRAPHIC SCALE: 1"= 10' SCALE: 1" = 10' HORIZONTAL ® DEEPENED FOOTING (0.5 FT DEEP) PER ARCHITECT.URAL PLANS @) DEEPENED FOOTING (1.0 FT DEEP) PER ARCHITECT.URAL PLANS @ DEEPENED FOOTING (1.5 FT DEEP) PER ARCHITECT.URAL PLANS @ DEEPENED FOOTING (2. 0 FT DEEP) PER ARCHITECT.URAL PLANS @) CONSmUCT STEM 1/111\l.L PER ARCHITECT.URAL PLANS @) CONSmUCT 6'X24" RAISED PCC SILL W CONVERT RUNOFF TO SHEET FLOW PER SDRSD D-40 @) 4' X 4' INSTALL RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= No.2 BACKING T = 1.1 FT @) 2' X 2' INSTALL RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS= No.2 BACKING T = 1.1 FT @ CONSmUCT 36" x 36" BROOKS BOX OUTLET smucT.URE VW BMP FROG CREEK MUNDUS BAG TTC OR APPROVED EQUAL; SEE DETAJL SHEET 5 @) CONSTRUCT 24" x 24" BRDOKS BOX EMERGENCY OUTLET smucT.URE vw SWRMTEK CONNECWR PIPE SCREEN OR APPROVED EQUAL; SEE DETAIL SHEET 5 @) INSTALL 24" X 24" BROOKS BOX '11//T.H GRATED INLET & BMP FROG CREEK MUNDUS BAG TTC @ INSTALL 6" AREA DRAIN BY NDS OR APPROVED EQUAL ~ INSTALL 6" PVr PVC SWRM DRAIN PIPE @ INSTALL 18" PVr PVC SWRM DRAIN PIPE ® INSTALL 20-FOOT LONG, 8" SOLID--1/111\l.L PVC PIPE ALONG EASTERN RETAINING 1/111\l.L; CONNECT 6X4-INCH PVC PIPE AT 3' O.C. TO P.ERFORATED PIPE TO DISCHARGE THROUGH RETAINING Vli'\LL; 49. 0 IE 8" SOLID-V'b\LL PVC @ 1.5' X 20' INSTALL RIP RAP ENERGY DISSIPATER PER SDRSD D-40; ROCK CLASS = No.2 BACKING T = 1. 1 FT @ INSTALL T.URF PER LANDSCAPING PLANS @ P.ROPOSED SDG&E 3313 PULLBOX WI TRAFFIC RATED LID @ CONTINUATION OF ONSITE PRIVATE Vli'\TER LINE PER BUILDING PERMIT PC2022-0025 '1- No. 80356 p. 12/31/24 PASCO LAREY SUITER & ASSOCIATES San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com 10 0 RCE __ _ REVIEWED BY: INSPECTOR 10 20 30 "AS BUILT" EXP. ___ _ DATE DATE l---l---+-----------+--1---1---1------I I SH4EET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT 1----+--1----------------1----l----ll----l----1 ::;:G:;;:RAD:::;::;IN;::::G::..=:PLANS::::::::::::::::::::::::FO:::R::::::::::::::::::::::::::::::::::::::::::::::::::::::::::==::::::..=::::::::::::::::: DAlE INlllAL DA 1E INlllAL DA 1E INlllAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL QlY APPROVAL GARFIELD BEACH HOMES 3570 GARFIELD STREET GR 2022-0024 APPROVED: ENGINEERING MANAGER DWN BY: BAK CHKD BY: __ _ RVWD BY: PUD 2021-0007 CDP 2021-0038 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DAlE PROJECT NO. DRAWING NO. CT 2021-0002 538-2A PLSA 3529-01 DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023 AM le. I I 61.41W 61.11\IV@FG (SB.2 BW@FG) 58.0 TF , 12.0· I, 9.2' 12_0, , PROPOSED FENCE PER LANDSCAPE PLANS (TYP.) AT TOP OF SLOPE: 55.5 ' 54.5TW 52.75BW@FG 49.2 TF 1----~-1/ w59.2FG UN/T1 ' 120' , , ; V-PROPOSED STEM FF= 59.2 57.8 FG UNIT 2 UNIT 3 • UNIT 4 , , UNIT 5 • , UNIT 6 le_ ~ ____ -_--_W<\LL;59.7TSW __ PAD=58-5___ -S8.2FG f/,J,rPROPOSEDSTEM FF=58-2 FF=58-2 : -57.2FG vi~:::aSEDSTEM FF=57.2 : _ FF=57.2 • -FF=57.2 68' 20· 1 "' .:, -; ~7FG\ V VI/I\LL,58.3TSW PAD=57.5 PAD=57.5 568FG PAD-56.5 • , . ~ 8.4' APN:204-240-06-00 "llll 1111 '' _l~~~--',.A 11111:. ,1111 11111-'1 ;111 ·;,II I I lllllr: · __ · ~ J ' IIIT IL_IJ 11 I ----· ) --"-:) J ~L,58.3TSW ·-·--·-·--·-I; ·1·,_·_-_--11·_·PA,-D-56:5,-,--_--l·I··· ;J -· ... ···1··_·_-PAD56;~111 .III¾··· --·-_ 3.4'i t 117,_B_M_P-#1 _ _,_1~1.8' :;5r:W@FG "', ,-, , .\~t.c=~-~=l.lll.L_.J.u.J.1=='-'-'~=l. _ 111 , , 1,;:s:_;:;1 I Ir-_ I___ , , --, _ 1 . . -- PROPOSED -. TURFAREAPER PROPOSED0.5FT-' ~11111: I "" -~-1·-·1 1· ·1, 1· ·1 ,-Ill 1--,,m I"'~ ·71m l I .I !! !,,I lllf==· ~:1:"ll.c.ll:=:"'-'.:ll ~lcccl ~ff11ll:-::l'~l,cJ.Jlltl~IJ.IJ;.l=1IJIJI'~-I ' ITITI ITITI 1111i:..-=-=-I FG=52.75 ~~10!/,:W@EG) RETAJNING L/11<\LL LANDSCAPE ~ . , EXISTING GRADE -~PR:O~P:O:SE~D~O~.S~FT;._;).Il::;;;lITJ_c\~~~is-~G±~= - PER SDRSD C-03 ARCHITECTS PLANS DEEPENED FOOTING DEEPENED FOOTING PROPOSED RETAJNING ~ PROPOSED PCC PARKING L/11<\LL PER STRUCTURAL PROPOSED PCC PARKING SPACE 6" THICK PER GEOTECH RECOMMENDAITON SPACE 6" THICK PER GEOTECH RECOMMENDAITON FOOTING DEEPENED TO --.._J _: -:.:=-_: ._-__ DESIGN; SEE SHEET 9 AVOID SURCHARGE ON BMP PROPOSED RETAJN/NG PROPOSED BMP PER 1111'\LL PER STRUCTURAL DETAIL THIS SHEET DESIGN; SEE SHEET 9 SECT/ONA-A SCALE: NOT TO SCALE le_ ;(,PROPOSED FENCE PER -PROPOSED 7" THICK PCC OVER 6" PROPOSED FENCE PER'~ le_ I LANDSCAPE PLANS CLASS II AB; PER GEO TECH LANDSCAPE PLANS I APN: 204-240-12-00 , 34.0' RECOMMENDATION , , APN: 204-240-15-00 ' 20.0' " ' I ' UNIT3 , UNIT10 , 11.8' I 7.0' 10.0' 10.0' 7.0' 0.6'1 ~ 57.2FG I v FF=58·2 FF=58·2 57.2FG 'I ~;6' 03~ , \ ~ PAD=57.5 % PAD=57.5 7 0.3' 57_3 TW - • f 57.1 FL _ _ _ _ _ _ ~ _E_ _ _ _ _ _ _ 57.1 FL \ I L.--57.21\IV@FG 57.21\IV@FG IH · 1 ~1 I ,,, ,, r - -J ~-. . 1 . (55.8BW@EGJ 155.5 BW@EG) \=-,---1 17 -El;·_.,.....,., __ . \--_-, , 17 m m 11 -11. _ _ . . 7 I 11 1 I I ILill 1-"""': --,.,-,-. -_ '; J,,171J'I. 55.2 TF ' 546TF '\l.l.L:~ II IIU->-"'-:~;::g~gt~NG " I : ~ ·1 I ''. I~[' 'Jilli ,,-~GRA~~ '--'-'--'-_jW INSTALL 4' PVC PROPOSED PVT. 6' PVC -~,/4•;_' ....:0· ~~ .. _c-f £._3JJ.u;...=---PROPOSED 0_5 FT-PROPOSED DRAINAGE PIPE SEl4ER PER BUILDING DEEPENED FOOTING RETAJNING 1111'\LL PERMIT -PROPOSED DUAL DOMESTIC PER SDRSD C-03 -PROPOSED RETAINING 111/1\LL PER SDRSD C-03 PROPOSED PCC RIBBON GUTTER PER DETAIL THIS SHEE~ 55.9 FL & FIRE SERVICE; SEE INSTALL 4" PVC SEPARATE MEP I BUILDING DRAINAGE PIPE PLANS FOR SIZE SECTION 8-8 SCALE: NOT TO SCALE /, PROPOSED FENCE PER LANDSCAPE PLANS (TYP.) le. , , APN: 204-240-12-00 J i---+----v. UNIT 8 2_0, 24.0' 20.0' 10.0' 0.6 / 8.7' 55.5 FG FF= 57.2 ~ ::+ f------+'/ PAD=56.5 6 0.~ ~ GF=56.5 ~ 54.4~:-----I • '!).-rJr . :,,1 I I --. -· .•. i - (50.5 BW@EG) . ~::::j PROPOSED 2.0 FT '-· ··1 I 1-:ifl 11 =1 498_!£ ~ . __ ___ ,j DEEPENED FOOTING ¼ ~~~~ ~=::~~~ ---p~~;:~;v:u:~7,;,---' 1:1 INFLUENCE ZONE; FOOTING PERMIT DEEPENED TO AVOID SURCHARGE ON RETAINING 1111'\LL L PROPOSED RETAINING 111/1\LL PER SDRSD C-03 PROPOSED PCC RIBBON GUTTER PER DETAIL SHEET 2; 55.9 FL r PROPOSED 7" THICK PCC OVER 6" CLASS II AB; PER GEO TECH RECOMMENDATION ' le. UNIT 7 9.4' I APN: 204-240-55-00 FF=57.2 55.5FG;~' 87' '~•6' % PAD=m5 -.!!__ GF=56.5 I 3' . j ,. ---11 1111' ' rs€:, __ IV :;~FG " 'Ill -· ' PROPOSED20FT)11% . (50.98W@EG) ' I -I 498 TF TT I I ·--~ ----DEEPENED FOOT/NG -"""'--. ~-. n -,rn E --"\ \/. , :c.e ,=---1 ----_u~ PROPOSED DUAL EX!STING GRADE ~ -= p 10.0' 2.0' - SEE SEPARATE MEP I DRAJNAGE PIPE RETAINING W'\LL BUILDING PLANS FOR SIZE PER SDRSD C-03 1: 1 INFLUENCE ZONE; FOOTING DEEPENED TO AVOID SURCHARGE ON RETAINING L/11<\LL SECT/ONC-C 3.0' 1.5' 1.5' SCALE: NOT TO SCALE -9" LAYER GRAVEL STORAGE 24' X 24" BROOKS BOX; 53.92 TG LFENCEPER >< LANDSCAPING PLANS 7" FREEBOARD AND - CONVEYANCE ABOVE RISER 1---FENCE PER 1.0%-2.0% r- 1' PLANT MIX PER LANDSCAPE - ARCHITECT PLAN 1"X4"WEIROPENING;- TOP OF SLOPE = 55.5 I LANDSCAPING PLANS >< If. -TW=54.5 ~ 53.92100-YR 53.5 TG WSEL ~ 36' X 36' BROOKS BOX; 53.92 TG 3"X15"WEIR j r '7 \ OPENING; 53.25 IE --1:' I ,---,-~-"";!. ,\-::.-::_-::_-::_-=,-,-,air-<?' I ~ IMPERMEABLE LINER 1.8' r TWELEV=54.5 --== I I <:;, \V \V FG = 52.75 ) 6" \ , \V V I :~Ng:_~ES OF 3"MULCHLAYER J===- 1 1-, --+--it~I -I~ ll :::::::~ll:;::;l l:;:il ti~ I j ;Ul /I ~ ~~;;oF3!8"PEA 18"ENG/NEEREDSO/L _j__!_-_I ---t---fF!r'I 111~1 1=11111-V !___ LAYER; "SEE NOTE BELOW -f--, I I I.---,'''' -, .. ,' ''' ;~ ~[____--------;-;'it':JtEGRAVEL 50.0BOTTOMOFBAS/NELEVATION;-~-r,-;____ 0000000000000 (A_ 0000000000• PERMEABLEGEOTEXTILEFABR/CTO _' -----o0 o0 o0 o0 o0 o0 o ~0 o0 o0 o0 o0 o <7 ,-,----4"PVCPIPEAT3'O.C. VVRAP GRAVEL SYSTEM fS'--f:0~o~0;,o~0 £o.:;_0 oQ;0~o,_;;0~o~0 µ_~----.j"-.-___:..,__,---l...j:;p~:o~0 _Q_o 0;:,o~0;,o,:;0~o~0 1 ~ \ I '-\ TF ELEV= --49.2 '\ '-~ ~'-\~-=--=--=--=--=--=r~,::::_..,.....::1~~~~~--49.0 IE RETAINING 1111'\LLPER --f:" ---, ---------: 1.5'X20'FLOWSPREADER STRUCTURALDES/GN; ~-'--------, -~ '-DEVICEANDRIPRAP SEESHEET9 -..._ I ' · _ -\I I 1-4----"----"'I . r--,_ 6" X 24" RAISED PCC SILL 7" FREEBOARD AND ----, CONVEYANCE ABOVE RISER RETAINING L/11<\LL ;:=\54. 5 \ SHEET9 3"MULCHLAYER \ j ) I <?' TO CONVERT RUNOFF TO ~ SHEET FLOW 8" HDPE SOLID-W'\LLP/PE W/6X4-/NCH PVC l_-r----------' 1----'::::;:;,,!_ PIPESAT3'O.C.SEETYPICALDETAJLBELOW -6 6 V TFELEV=-47.1 \I r------1----RETAINING 1111'\LL PER \~~-= _= ~,---'---~-~-~-'""-_-_-_-_-~I ~I ~:-.c..l .c..f _-_-=-c..-=-:::_:;_,,~ STRUCTURAL DESIGN; ..._ I I / SEE SHEET 9 TYPICAL DETAIL -8/ORETENTION BASIN (INF-2) SCALE: NOT TO SCALE -6" PONDING DEPTH .-3" X 15" VVEIR OPENING; 53.25 TG ~ 1" X 4" WEIR OPENING; 53.5TG 36" X 36" BROOKS BOX; 53.92 TG -PLANT MIX PER LANDSCAPE ARCHITECT PLAN '8/OFILTRATION ''ENGINEERED SOIL" LAYER SHALL BE EVENLY MIXED COMPOSITION OF 1111'\SHED SAND, SANDY LOAM TOPSOIL, AND HUM/C COMPOSI THE MIX SHALL CONTAIN 65% SAND, 20% TOPSOIL, AND 15% COMPOST OR HARDIMJOD MULCH IN ACCORDANCE WITH COUNTY OF SAN DIEGO LID 8/OSVll'\LE MEDIA 81065 CUT SHEEI ~ I \l FG=PER PLAN I I j_ ""' ""' ""' 8" ""' MIN l I I "' - - - ' STEM 1111'\LL PER SEPARATE ARCH PLAN FF=PERPLAN PAD = PER PLAN ~PAD= PER PLAN , -1111 SLAB THICKNESS AND SAND LAYER PER SEPARATE FOUNDATION PLANS TYPICAL DETAIL -STEM WALL SCALE: NOT TO SCALE "AS BUILT" PROPOSED PCC PAVEMENT OVER SUBGRADE; THICKNESS & TYPE PER GEOTECHNICAL RECCOMENDATIONS I 18" ENGINEERED SOIL LAYER; •/JEE' NOTE BELOW 7" PASCO LAREY SUITER RCE __ _ EXP. ___ _ DATE VARIES FL+0.1' VARIES , , .. -I .. I V ~_..~L-----=='___._-"-=--"--l::::z~-uv---------------=~l_,__l~l~=-1\_J ~ PROPOSED 3' WIDE, SUBGRADE 5"TH/CKPCC RIBBON GUTTER TYPICAL DETAIL -RIBBON GUTTER SCALE: NOT TO SCALE J:14CTIVE JOBSl3529 RINCON GARFIELD STICMLIDRAWINGIGRADING PLANSl3529-CV-GRAD-05-SECTIONS AND DETA/LS.dwg p r -- \V p \V r rr r \V I FG=52.75 I\ r r r == Ill 111 111 111 111 111 . n n n 0 0 0 0 0 0 0 ' "-/ 6X4-/NCH PVC PIPESAT3' O.C. :,.....,-- TO DISCHARGE THROUGH RETAINING L/11<\LL; 49.0 IE 0 0 0 0 0 0 0 0 0 0 0 0 0 8" HDPE SOLID-L/11<\LL PIPE VW - 6X4-INCH PVC PIPES AT 3' O.C. ~ 53.92100-YR WSEL 3" MULCH LAYER \V ' I / ; [' -ill ill:~ ·= 1---J.-3" LAYER OF 318" PEA l::Z: GRAVEL 0 0 0 0 0 9" LAYER GRAVEL STORAGE '8/OFILTRAT/ON "ENGINEERED SOIL" LAYER SHALL BE EVENLY MIXED COMPOSITION OF L/11<\SHED SAND, SANDY LOAM TOPSOIL, AND HUMIC COMPOST THE MIX SHALL CONTAIN 65% SAND, 20% TOPSOIL, AND 15% COMPOST OR HARDIMJOD MULCH IN ACCORDANCE WITH COUNTY OF SAN DIEGO LID B/OSL/11<\LE MEDIA 81065 CUT SHEET TYPICAL DETAIL -8/ORETENTION BASIN (INF-2) SCALE: NOT TO SCALE & ASSOCIATES San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com REVIEWED BY: INSPECTOR DATE 1----1------+-------------+---+----+---+------I I SH5EET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT ;:;;G;;;;RAD:;::;;IN;;G~PLANS;;::;:;;;;;::;;FO;;R:;;;:::::=======::::::::...:::::===: DAlE INlllAL DA 1E INlllAL DA 1E INlllAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL QlY APPROVAL GARFIELD BEACH HOMES 3570 GARFIELD STREET PUD 2021-0007 GR 2022-0024 ANn 1 <:: CDP 2021-0038 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DAlE DWN BY: BAK PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 2021-0002 538-2A PLSA 3529-01 DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023 05/09/23 6/29/2023 AM TIER 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, CONTACr KEVIN DUNN AT(TEL.NO.) (888) 357-3553 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 SA TIS FACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALLADDITIONAL 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 CREATE A HAZARDOUS CONDITION. 8. 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%). Sil T AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. All GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUMAGGREGATE. 9. All EXPOSED DISTIJRBEDAREAS 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 12.5% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSJTE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION 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"WEATHER TRIGGERED"ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (,'I PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE 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 TOA 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 JS ALLOWED 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 DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS J:JQI. SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECTS/TE THROUGHOUT THE YEAR. WHENEVER THERE /SA 40% CHANCE OR GREATER OF A RAIN WITH/NA THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPsARE 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 OFA STOP WORK NOTICE OR OTHER ENFORCEMENT ACT/ON. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY 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 ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUTA 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 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 Sil T 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 BMPSAS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF 'WEATHER TRIGGERED ACT/ON PLAN'. AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF 'WEATHER TRIGGERED BMPS'. ✓:'ACTIVE JOBSl.3529 RINCON GARFIEW STIC/VIL\DRAWINGIGRAD/NG PLANSl3529-CV-GRAD-06-SWPPP-COVR.dwg EROSION CONTROL NOTES 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 'NHEN RAIN IS EMINENT 3. FOR PROJECTS COVERED BY STATE SWPPPIWDID, 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 11\i<\TER 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 'NH/CH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS 'NHERE IMPOUNDED 11\i<\TERS 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 SHOVVN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY 'NHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FOURGHTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUMAGGREGRATE. 11. SHOULD GERMINA710N OF HYDRO.SEEDED 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 EROSION CONTROL HYDRO.SEED/NG, PLANTING AND IRRIGATION 1. All PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLEDANDMAINTAINEOAS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA TIO.NS 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 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 EX/Sr a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTORAS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT B HYDROSEEDINGAREAS 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 ORA CONVENTIONAL SYSTEM OF LOW PRECJPITA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BYA CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDRO.SEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM 3 IRRIGATION SHALL MAINTAIN THE MOISTIJRE LEVEL OF THE SO/LAT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDRO.SEEDED GROWTH. C HYDRO.SEEDING MIX SHALL CONSIST OF All OF THE FOLLOWING. 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 2.0/bs. PERACREOFROSECLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 3/bs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHJLLEA MlllEFOLIA e. 3/bs PER ACRE OFALYSSUM (CARPET OF SNOW) t 112 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION M-1Y BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITHA NITROGEN FIXING BACTERIAANDAPPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDRO.SEEDING. i All SEED MATERIALS 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-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO.SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS HAN 2.000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAYBE SUBSTITIJTED, WHEN STRAW JS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Stonn IM!ter IM!ste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs .§ .§ -~ --C: "t, -<I) "t, ai --"' 0 "t, C: .,, § <> <> C: .!:; .S/> E C: ~ § .!;1 -2 2 .!;1 .9-0 0 ~ ~ "t, t: ., ~ ::;; "t, .,, "' ,._ -!!! ~ ~ ~ ~ s;;._ & t, "' ~ "-0 C: 'I) .!:; .!!1 .!;: "' .,, "' §? 0 -~ "' o~ "' §-~ -\:I Oo t: C: "' C: ,._ 1 § ~-Best Management Practice' 'I) .!:; "' & 0 C: "' "' "'~ .,, ~ 0 'I) <I) "' 'I) ~ -.!:; -c: .!:; E ,ls • !:; o .... 0 .,, "t, .,, ~ "t, <I) .,, ::;; ~ 'I) C: C: (BMP) Description ➔ -2 ~ .,, <> 'I) er, .,, "' 'I) 0, e "' "' C: C: c::, ::, -'I) .,, 'I) "t, 'I) e 'I) ,ls ~-S ~~ "t, C: C: i5 ~ 'I) ::i ~ Q.l 0 ~ 0 "" c-2 ~] 0 "' ., ::, E §? 0, ~ ai c::, 0 0, 'I) s 0.2 " ., ~ ::;; c::, 0, c::, C: ct: E 0 -" 0 " 1 ~ ct e 0 <I) ~-S .,, "' :S -~ ~ E] .N o, ~~ .,,-:;; ~-s; ·-0, -@-"' 1: 0, e 'I) .§ ti ] -::, '€l .;;m .s e ~ e "t, 'I) tu 'I) ::, ·-"t, -~ § "t, 0 "" .,,~ -g. .Q ,._ .Q 0 <I) 0 0 ~c: v-~ I 0 0 ~~ -"t, 'I) 0 e" C: 00 0 0, .Bo -0 ~t --c: ., ~o ~ 0 =.::::5 N C: ct~ c'.!l ~ Vi ~ 6 ~ G tr)~ ~ -,._ jct 0 ~G 0 -0 -b}-8 ~ ::;; oo Vi er, a.. <r) .s er, ct: a.. 0 a.. ::;; er, ::;; er, :t: ::;; CASQA Designation ➔ "' ... " co 0, -..., ... " co a "' ..., " a:, -"' ..., .... .,., <o --.,., <o ---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 G:': G:': G:': G:': G:': G:': bJ bJ bJ bJ bJ bJ bJ ~ ~ er, er, er, er, i i i i i i Construction Activity :a, :a, :a, :a, J Grading/Soil Disturbance ✓ ✓ ✓ ✓ ✓ ✓ ✓ j Trenchinn /Excavation ✓ Stockoilina Driflinn IBorina ,J Concrete/Asphalt Sawcuttinq ✓ ✓ j Concrete Flatwork ✓ ✓ ✓ ✓ ✓ J Pavinq ,/ ✓ ✓ ,/ j ConduitlPioe Installation ✓ ✓ Stucco/Mortar Work j Waste Disoosal ✓ ✓ ✓ ✓ ✓ ✓ J Staqina/Lay Down Area ✓ ✓ ✓ ✓ Eauioment Maintenance and Fuelina J Hazardous Substance Use/Storaae I ✓ ✓ ✓ ✓ 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 alon_9 the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. or more BMPs you intend to use during construction fram the list. Check the box where the chosen activity row intersects with the BMP column. Choose one 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. EROSION CONTROL HYDRO.SEED/NG, PLANTING AND /RR/GA TJON (CONT.) D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDRO.SEEDING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY ORA COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6.1. b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EX/Sr 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. OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUSr (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCT/ON 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 TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCT/ON ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD KEVIN DUNN FOR: RINCON ESTATE GROUP 5/ft,}l,,!i)JNNER'SAGENT NAME (PRINT) k.v-i1A. 01/.WA. ~~~~~~---------OWNER(S)I OWNER'S AGENT NAME (SIGNATURE) DATE DATE 'I) ~ "' o~ "' ai "' E -" e "' <> 0 C: C: 0 0 0 ::;; co I i ✓ ✓ ✓ ✓ ✓ VICINITY MAP SHEET INDEX· SHEET 6: TIER 2. SWPPP TITLE SHEET SHEET 7.· TIER 2 SWPPP EROSION CONTROL PLAN APN: 204-240-13&-14-00 SITE ADDRESS: 3570 GARFIELD STREET CARLSBAD, CA 92.008 AREA OF DISTURBANCE AREA OF DISTURBANCE __ 2~'4,_91_1 __ S.F. (THIS AREA INCLUDES BUT JS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON WORKER FOOT TRAFFIC, SO/UGRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) CONSTRUCTION THREAT: CONSTRUCT/ON THREAT TO STORM WATER QUALITY (CHECK BOX): 181 HIGH □ MEDIUM OWNER/APPLICANT: NAME: RREG INVESTMENTS SERIES, LLC SERIES /038, A DELWARE LIMITED LIABILITY COMPANY ADDRESS: 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92.008 TELEPHONE NO.: (949) 637-3254 EMERGENCY CONTACT: NAME KEVIN DUNN FOR. RINCON ESTATE GROUP ADDRESS: -5315AVENIDA ENCINAS, SUITE 2.20 CARLSBAD, CA 92.008 TELEPHONE NO.. (949) 637-32.54 E HYDROSEEDINGAREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERM-1NENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO.SEEDING IS THE PERM-1NENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PASCO LARET SUITER 2.. All SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDRO.SEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERMINATION OF HYDRO.SEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BYAN APPROPRIATE EROSION CONTROL MATTING MATERIALAPPROVED 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 CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK & ASSOCIATES San Diego I Encinitas I Orange County ___________ Ph_o_n_es_s_s_.2_s9_.s_2_12_1_w_w_w_.p_1s_ae_n_gi-ne_e_ri-ng_.c_□_m__, I SH6EET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT NAME OF PREPARER:_Tl'i_l_E._R~G_. LA_WS~O~N ______ _ QUALIFICATION OF PREPARER· REGISTERED CIVIL ENGINEER ADDRESS: 1911 SAN DIEGO AVENUE SAN DIEGO CA 92110 PHONE NO.: (858)-259-8212 ~~RE 80356 R.C.£./CERT. NO. No. 80356 Exp. 12/31/24 12/31/24 LJC. EXP. DA TE DATE CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TIER2 GARFIELD BEACH HOMES PROJECT NAME: 3570 GARFIELD ST. APPROVED: ENGINEERING MANAGER DWN BY: BAK CHKD BY: __ _ RVWD BY: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CT 2021-0002 DRAWING NO. 538-2A PLSA 3529-01 • DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023 05/09/23 AM " 8 lrn _J 0 m I ~ I 0 m ·c=~9o-----'1 m \ \ JI < I V" 0 I \ \ \ I 8' I 25'MIN. I ~· 12;: ~L---------J, j PROFILE EXISTING GROUND 2 'MIN. DRIVE AISLE 16'MIN T PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCT/ON ENTRANCE AND PUBLIC RIGHT-OF-v11'.Y STABILIZED CONSTRUCTION ENTRANCE NO SCALE I I lo J:1-'\CTIVE JOBSl.3529 RINCON GARFIELD snCMLIDRAWINGIGRADING PLANSl.3529-CV-GRAD-07-SWPPP.dwg / RI -68.5 :xIs1 ING 2 STORY BUILDING APN: 204-240-12-00 RF=72.9~ t I __,,,,, 1- 1 I I I -- 1 EXISTING 2 STORY BUILDING APN: 204-240-12-00 Rr -69.3 cXISTING 2 STDRY BUILDING / RF •67.3 I \ \ t I \ ( " I LEGEND SE-1, SILT FENCE a SE-8, GRAVEL BAG a QUANTITY 700LF 200EA LOT4 MAP7961 I I - -_________ _J 0 r II I I I I I I I. fr'""'----,---_~~ RI =61.0 \ -TR-1, STABILIZED CONSTRUCTION ENTRANCE ---'-EC-4, HYDROSEEDING EC-8, OOOD MULCHING STREET SWEEP/NGAND ¥VACUUMING PER SE-7 ~ 400SF 550SF 850SF ~ ' ' I ' I ____, s \I =61.26 \ ~OT7 ) MAP 7961/ / __ L,_ _ _/~ APN: 204-240-15-6o ~RF=73.9 1. SETPOSTSANDEXCAVATEA 4 BY4 IN (10 BY10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ( I ) I I / 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) I I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE NO SCALE I ' h ~ ' i ' s ' s h . ' - ~ l wl ' I 1 I s I ,x \ l D E L N 55'58'18" E V 42.55' \ \ I -I,__ \ I ~ I I I I ( < I I PLAN VIEW -EROSION CONTROL PLAN RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY SCALE: 1" = 10' HORIZONTAL ~~,,,__ 1WO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAG DETAIL NO SCALE ---- 52.2 I I I I I I I I --/, ( ----- ) I ¥ ,.,,---AIP.N: 204-240-55-00 I ,----,f:::t ,--J:---- 1 ------L SITE MANAGEMENT REQUIREMENT NOTES 1 CONSTRUCT/ON SITES MUST MAINTAIN EMERGENCY STOCKPILES OF BMPs ONSITE THROUGHOUT THE YEAR. THE FOLLOWING BMP QUANTITIES ARE IN ADDITION TO THE AMOUNT OF MATERIALS REQUIRED TO BE INSTALLED ACCORDING SWPPP: A: SILTFENCE-25% B: ROCK BAGS-125% C: FIBER ROLLS -50% D: TRACKING CONTROL -25% E: OTHER BMPS -DETERMINED AS NEEDED ..._ / ---, \ 10 0 /, SCHEDULING PER EC-1 MATERIAL DELIVERY AND STORAGE PER WM-1 I 'MATERIAL USE MANAGEMENT PER VliM-2 STOCKPILE MANAGEMENT PER l>\M-3 SPILL PREVENTION AND CONTROL PER WM-4 SOLID 11\1!\STE MANAGEMENT PER VliM-5 HAZARDOUS v11'.STE MANAGEMENT PER WM-6 CONCRETE v11'.STE MANAGEMENT PER WM-8 SANITARY I SEPTIC v11'.STE , MANAGEMENT PER WM-9 lssvl - CWM APN: 204-240-06-00 .. \ PAVING AND GRINDING . OPERATIONS PER NS-3 PG .~ .. -~ ~o ~I :.:: I \ '--------- VEHICLE AND EQUIPMENT CLEANING PER NS-8 \/EC WIND EROSION PER WE-1 SWPPPNOTES [TI [II Q] 0 -- [II @ INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE-1 AND PER DETAIL THIS SHEET APPLY SOIL BINDERS AS NEEDED PER CA BMP HANDBOOK FACT SHEET EC-5 AND/OR 24 HOURS PRIOR TO FORECAST RAIN EVENT INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET INSTALL GRAVEL BAG BERM PER CA BMP HANDBOOK FACT SHEET SE-6 & SE-10. INSTALL GRAVEL BAG CHEVRONS PER CA BMP HANDBOOK FACT SHEETSE-4. APPLY MULCH AS NEEDED PER CA BMP HANDBOOK FACT SHEET EC-8 P : 204•240-22-00 \ \ . ' GRAPHIC SCALE: 1n = 10' 10 20 30 2 BMPs MUST BE STOCKPILED AT VARIOUS, ACCESSIBLE LOCATIONS THROUGHOUT THE SITE FOR THE DURATION OF THE PROJECT WHENEVER THERE IS A 40% CHANCE OF RAIN EVEN WITH A 72-HOUR (THREE DAY) FORECAST, THE CONTRACTOR I PERSON(S) 'MJOARE IN RESPONSIBLE CHARGE OF THE RPOJECT SITE MUST CONDUCT A PRE-EVENT INSPECTION TO VERIFY THAT BMPsARE STOCKPILED AND THAT THE SITE IS ADEQLIATELY PROTECTED. BMPs MUST BE READY FOR DEPLOYMENT 'MIEN THERE IS A 50% CHANCE OF RAIN WITHIN A 48-HOUR FORECAST FAILURE TO COMPLY MAY RESULT IN THE /SSL/ANGE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. PASCO LARET SUITER GRAVEL BAG ROW SPACING TABLE GRADE INTERVAL LESS 7HAN 2% 100' 2% TO 4% 50' 4% TO 6% 40' 6% TO 8% 25' GRAVEL BAG CHEVRONS NO SCALE & ASSOCIATES San Diego I Encinitas I Orange County ,---------------Ph_o_n_e_ss_s __ 2_s_9._s_21_2_1_w_w_w_._P_lsa_e_n_gi-ne_e_,i_ng __ c_o_m-----l ~ CITY OF CARLSBAD I SHEETS 1 l_2_J ENGINEERING DEPARTMENT 9 NAME OF PREPARER: __,_Tl'i_,_,l,,,£'--'-R-"'G.'-"IA'--"WS=O,,N ______ _ QUALIFlCA TION OF PREPARER· REGISTERED CIVIL ENGINEER ADDRESS: 1911 SAN DIEGO AVENUE SAN DIEGO CA 92110 PHONE NO.: (858)-259-8212 *~RE 80356 R.C.E./C£RT. NO. No. 80356 xp. 12/31/24 12131/24 L/C. EXP. DA TE CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TIER2 GARFIELD BEACH HOMES PROJECT NAME: 3570 GARFIELD ST. APPROVED: ENGINEERING MANAGER DWN BY: BAK CHKD BY: __ _ RVWD BY: JASON S. GELDERT RCE 63912 EXP. 9/30/24 DATE PROJECT NO. CT 2021-0002 DRAWING NO. 538-2A PLSA 3529-01 DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023 AM X 60.67 0 52 . Jr ___ 8----S.~ loo rc=6D.84 0 m PARTY RESPONSIBLE FOR MAINTENANCE: NAME: RINCON CAPITAL ADDRESS: 5315 AVENI DA ENCINAS, SUITE 200 CARLSBAD CONTACT KEVIN DUNN CA92008 PHONE NO (888) 357-3553 PLAN PREPARED BY: NAME: TYLER G LAWSON COMPANY: PASCO LARET SUITER & ASSOCIATES ADORES: 535 N. HWY 101 SUITE A SOLANA BEACH, CA 92075 PHONE NO (858) 259-8212 SIGNATURE \ BMP NOTES: CERTIFICATION ____ _ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 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. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. ) I \ \ \ 0 RI =68.5 lc----- -------0 -------o1c-APN: -------o"-204-240-12-00 204-240-15-00 BMP CONSTRUCTION AND INSPECTION NOTES: EXISTING 2 STORY BUILDING THE EOWWILL VERIFY THAT PERMANENT BMPSARE 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,ANDAT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPSARE 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. J:14CTIVE JOBSl.3529 RINCON GARFIELD snCIVILIDRAWINGIGRADING PLANSl3529-CV-GRAD-08-SINGLE SHEET BMP.dwg -- 1 I I I :l_ !. L ____ _ RF =65.3 'ilx . 3.6 EXISTING 2 STORY BUILDING I I I APN: 204-240-12-00 51.1 X RF •69.3 I \ "-"'t:t-11 ·n - - EXISTING 2 STORY BUILDING / RF=67.3 RF =61.0 --f-----i - \ X \ \ \ - \ \ \ _._J' \ t . . ,, . -~x--~-x 7 --O) - --X:;;,-<---X--3.,_-_--X X--X--X-=--/· --X--;----X --X ---X --X --X __ .,_, ( I I SCALE: 1" = 10' HORIZONTAL I ( BMP TABLE /'--',,_,__,-\___A \ ---/ .,y ! r---- --- / ( 3 r~1--~ . ' 10 0 I I \ ( " 1 \ I \ ---- ....____ 8/0RETENTION BASIN (INF-2) APN: J 204-240-06-00 '------------- \APN: 204-240-22-00 GRAPHIC SCALE: 1" = 10' 10 20 30 BMPID# BMPTYPE SYMBOL CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) FREQUENCY TREATMENT CONTROL 1 '1' BIORETENTION f.,..,.,,: "; 1 \.V BASIN [ ~ -" "'° ~ 0-® SUBSTAINABLE LANDSCAPING SD-K DIRECT RUNOFF TO PERVIOUS AREAS SD-B LA • BMP FROG CREEK MUNDUS BAGISTORMTEK e PIPE SCREEN CONNEC. TRASH CAPTURE BMPS @) r'in\ BMP /WATER -@, QUALITY SIGN (SC-F) Dic\~JO r,;:;,_ 24" X 24" rr=i7 ~ BROOKS BOX iQj ® @ 24" X 24" BROOKS BOX 36" X 36" BROOKS BOX 6"AREA DRAIN [g] □ 0 BMP / WATER NO DUMPING QUALITY SIGN DRAINS TO OCEAN TRASH CAPTURE BAG WITHIN MUNDUS BAG TIC ST~~b'i-tiE SITE DESIGN 2 -17 TC-32 850 SF. 5,691 SF. 12 EA 3EA SD-13 3EA 1 EA 1 EA 1 EA 17 EA SD-13 1 EA 3 EA SOURCE CONTROL 18 -43 DWG 538-2A CT 2021-0002 SEMI-ANNUALLY SHEET2,3 DWG538-2A SHEETS4 ANNUALLY DWG538-2A SHEETS4 ANNUALLY DWG538-2A SHEETS4 ANNUALLY DWG538-2A SHEETS4 ANNUALLY DWG 538-2A SHEETS4 ANNUALLY DWG538-2A SHEETS4 ANNUALLY DWG 538-2A SHEETS 4 ANNUALLY DWG 538-2A SHEETS4 ANNUALLY DWG 538-2A SHEETS4 ANNUALLY DWG 538-2A SHEETS4 AS-NEEDED ANNUALLY & AS-NEEDED MONTHLY AS-NEEDED AS-NEEDED AS-NEEDED AS-NEEDED AS-NEEDED AS-NEEDED AS-NEEDED AS-NEEDED AS-NEEDED No. 80356 p. 12/31/24 PASCO LAREY SUITER & ASSOCIATES San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com RCE __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP, ___ _ DATE DATE 1---1----+------------+---+---+--+------I I SHBEET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT ;:;;G;;;;RAD:;::;;IN;;G~PLANS;;::;:;;;;;::;;FO;;R:;;;:::::=======::::::::...:::::===: DAlE INlllAL DA 1E INlllAL DA 1E INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL QlY APPROVAL GARFIELD BEACH HOMES 3570 GARFIELD STREET GR 2022-0024 APPROVED: ENGINEERING MANAGER DWN BY: BAK CHKD BY: __ _ RVWD BY: PUD 2021-0007 CDP 2021-0038 JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DAlE PROJECT NO. DRAWING NO. CT 2021-0002 538-2A PLSA 3529-01 DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023 As masonry construction begins,the following shall be verified to ensure INSPECTION TASK FREQUENCY OF INSPECTION compliance: NotApplicable Continuousduring task listed a. Proportions of site prepared mortar. b. Construction of mortar joints. Periodicallyduring task listed REFERANCE FOR CRITERIA IBC Section ACI 530/ASCE5/TMS 402 ACI 530.1/ASCE6/TMS 602 c. Location of reinforce- ment, connectors and anchorages. The inspection shall a. Size and location of structural elements b. Type, size and location of abchors, including other details of anchorage of masonry to structural members, construction. c. Specified size, grade and type of reinforce- ment. d. Welding of reinforcing bars. e. Protection of masonry during cold weather (temp. below 40° F)or hot weather (temp. above 90° F) Prior to grouting, the following shall be verified to ensure compliance: frames or other a. Grout space is clean. b. Placement of rein- forcement andconnectors andanchorages. c. Proportions of site- prepared grout. d. Construction of mortar joints. Grout placement shall be verified to ensurecompliance with code and construction document provisions. Preparation of any required grout specimens, mortar specimens and/or prisms shall be observed. Compliance with required inspection provisions of the construction docu- ments and the approved submittals shall beverified. 2104.3, 2104.4 2105.2.2, 2105.3 Sec. 1.2.2(e), 2.1.4, 3.1.6 Sec. 1.13 Sec. 2.1.10.7.2, 3.3.3.4(b) Sec. 1.13 Sec. Sec. Art. 2.6A Art. 3.3B Art. 3.4, 3.6A Art. 3.3G Art. 2.4, 3.4 Art. 1.8C, 1.8D Art. 3.2D Art. 3.4 Art. 2.6B Art. 3.3B Art. 3.5 Art. 1.4 Art. 1.5 SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OF CMU STRUCTURES ARE REQUIRED AND SPECIFIED IN THE FOLLOWING TABLE: 1. 2. 3. 4. 5. 6. verify. PRIOR TO THE CONSTRUCTION OF CMU STRUCTURES VERIFICATION OF MASONRY MATERIALS BY THE SPECIAL INSPECTOR SHALL COMPLY WITH THE FOLLOWING TABLE: Certification of compliance indicating that masonry materials used comply1. the code and contract documents. Verification of f'm prior to construction.2. For SI: °C = (°F-32) /1.8 SPECIAL INSPECTION TABLE FOR CMU STRUCTURES DESIGN CRITERIA: Soils Foundation engineering has been predicated on data and recommendations contained in soils report by Hetheringoton Engineering, Inc. REPORT NO. 9325.1, DATE:07/14/2021. This report is considered part of calculations and construction documents and is to be adhered to in all of its recommendations and requirements. Verify minimum foundation depth, width, reinforcing steel and additional expansive soil requirements with valid soils report and if they are any more restrictive, then they shall supersede the Gouvis Engineering minimums. Soil engineer should review and approve all retaining walls prior to construction. ACTIVE EFP (HYDRO + EARTH) = 80 PCF ALLOWABLE SOILS BEARING PRESSURE = 2000 PSF PASSIVE EFP = 250 PCF = 0.35 All portion of wall retaining shall be grouted solid. U.N.O. all cells containing reinforcing steel shall be grouted solid. All laps and splices shall be 48 bar diameter min. All footing shall be poured on undisturbed ground or undisturbed engineered compacted fill. A field soil memo is required from a representative of the geotechnical consultant for soil inspection of the footing excavation to confirm that the footing is excavated into suitable bearing material. Provisions shall be made for adjoining construction. Wall shall be laid true and plumb. Concrete shall be proportioned to provide a minimum compressive strength, f'c, equal to 4000 psi (28 days), unless noted otherwise. d. Slab on grade -at center c. Walls and curbs - 1 1/2" b. Concrete formed or troweled - 2" a. Concrete, placed against earth not formed - 3" Min. concrete cover for reinforcing: All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved by the local building official prior to the pouring of any concrete. Dowels shall be equal in size and spacing. Standard Specifications of ASTM as noted herein are required by the Building Code or C.B.C. 2022. All reinforced concrete materials and construction shall conform to chapter 19, C.B.C. Cement shall conform to C.B.C. 1903 of C.B.C. and shall correspond to that on which the selection of concrete proportions were based. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the contractor, and has not been considered by the architect or Engineer. The contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in this regard. The builder has requested, contracted with and is compensating Gouvis Engineering Consulting Group for the limited services of providing the minimum structural engineering drawings required, when combined with the other builders consultants drawings, to obtain a building permit for this project. These drawings are not intended to, nor do they, detail all conditions, identify all materials, or define or limit the scope of work required to complete the project. The builder has requested, accepts, and represents that he will select all materials and manufactures, qualify and select all subcontractors and installers, direct all ways and means of construction, and provide all additional information, above and beyond these drawings, required to complete the project in conformance with all governing agencies and the work will meet or exceed accepted industry standards. No deviations from these requirements and structural details shall be made without the written approval of Gouvis Engineering Consulting Group. Approval by the inspector does not constitute authority to deviate from plans or specifications. Engineer or architect of record is to be notified immediately by the contractor should any question arise pertaining the working drawings and/or specifications. On site Verification of all dimensions and conditions shall be the responsibility of the contractor and sub-contractors. Noted dimensions take precedent over scale of drawings. All applicable Local, State and Federal Codes, Ordinances, Laws, Regulations and Protective Covenants governing the site of work. These General Requirements unless otherwise noted on plans or specifications. All material and workmanship shall comply with the following: Concrete aggregates shall conform to C.B.C. 1903 In case of conflict, the more stringent requirement shall govern. Use type V cement for concrete in contact with soil containing sulfate. (min. f'c =4500 psi, 28 days). Refer to section 1904 of Building Code Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and grade 60 for sizes #4 and larger. California Building Code, 2022. STRENGTH MATERIALS GENERAL FOUNDATION 6. 4. 5. 3. 2. 1. REINFORCED CONCRETE 8. 6. 7. 5. 3. 4. 2. 1. GENERAL REQUIREMENTS 9. 7. 8. 6. 5. 4. 3. 2. 1. for special exposure conditions as required by Soils Engineer & see Corrison Engineer's recommendations for concrete exposed to corrison. ACTIVE EFP (2:1 SLOPED SOIL) = 55 PCF VERIFICATION & INSPECTION TASK SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT & LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THE FOLLOWING TABLE. DURING TASK SPECIAL INSPECTION TABLE FOR EXISTING SITE SOIL CONDITIONS PERIODICALLY 1.Verify materials below footing are adequate to achieve the design bearing capacity per soils report. 2. Verify excavations are extended to proper depth & have reached proper material per soils report. 3. Perform classification & testing of controlled fill materials per soils 4. Verify use of proper materials, densities & lift thicknesses during place- ment & compaction of controlled fill per soils Prior to placement of controlled fill, observe subgrade & verify that 5. site has been prepared properly per soils report. Exception controlled fill having a total depth of 12 inches or less. - Special inspection is not required during placement of CONTINUOUS DURING TASKAPPLICABLE NOT report. report. Reinforcing steel shall conform to ASTM A615. Grade 60. Mortar shall be type M or S as applicable and shall be proportioned per C.B.C code Table 2103.8.1 & 2103.8.2 and in conformance with ASTM C270, mortar for units masonry. Grout shall have ingredients proportioned per Table No. 2103.12 of, C.B.C. and in conformance with ASTM C476 grout for masonry and shall attain a minimum compression strength at 28 days of 2000 psi or the required compression strength of the concrete masonry units, whichever is greater. Concrete masonry units for load bearing systems may be concrete brick as specified by ASTM C55, Specifications for Concrete Building Brick. Grade N concrete bricks are for use as architectural veneer and facing limits in exterior walls. Grade S concrete bricks are for general use where moderate strength and resistance to frost action and moisture penetration is required. The specified compressive strength of masonry, f'm, shall be 2000 psi, unless noted otherwise. If higher f'm is noted, it shall be verified by prism tests as required in section 2105. All materials making up finished concrete masonry construction shall conform to standards required by Sec. 2103, C.B.C. STRENGTH MATERIALS All concrete masonry materials and construction shall be in accordance with Chapter 21, California Building Code. GENERAL 7. 6. 3. 5. 2. CONCRETE MASONRY 1. 4. SPECIAL INSPECTION: In addition to the regular inspection, the following items will also require special inspection in accordance with Sec. 1704 of the Building Code. Soils compliance prior to the foundation inspection, pre-stress foundation, high strength steel and concrete. All inspection and tests shall be performed by a qualified testing agency retained by the owner. 2. department and acceptable to the architect. 3. the approved design drawings and specification. 4. department, engineer and architect of record. Copies of the report shall be available at the job site at all time. 5. special inspector. Final reports shall document completion of all inspection and correction of all noted discrepencies. 6. requirements of section 1704 of the California building code the latest edition. 7. 8. may result in complete removal and replacement of all work performed at contractors expenses. 9. 10. 1. The special inspector shall be qualified and approved by the building The special inspector shall observe work assigned for conformance to The special inspector shall furnish inspection report to building Final reports for all inspections and testing must be provided by the The duties of special inspector shall be in conformance with the Contractor shall be responsible for all expenses due to any premature Failure of notification by the contractor for inspection on a timely basis Site visits by the structural engineer do not constitute an inspection. Special inspection required for the following items: notification of inspection which results in additional site visits. Backfilling shall not be permitted until at least 7 days after the walls are built and f'c has reached min. 2500 psi and grout has obtained min. 2000 psi compression strength. Step footing shall be in even block increments. Concrete cylinder tests from project pour, in accordance with the C.B.C. shall be submitted for review and approval by the project soils engineer and the local jurisdictional authorities, prior to any backfilling. Outlet of any surface drainage pipe into the subdrain system is absolutely prohibited. For curved portion of the walls, footing reinforcing shall be placed radially, and spacing measured along the centerline of the masonry wall. Retaining walls are not designed for surcharge of paving equipment. Equipment must be kept back from top of the wall minimum distance equal to wall height. Footings shall be poured continuously. Subdrain shall be 4" perforated PVC schedule 40 pipe with 1 CF/LF of 3/4" crushed rock or equivalent wrapped in filter fabric. The filter must overlap 12" at ends of the filter. Outlet subdrain to the curb opening. All construction shall be done in accordance with applicable sections of the 2013 CALIFORNIA BUILDING CODE and A.C.I. standards 381-05. Contractor shall verify compatibility of design with existing conditions Backfill shall be per soils engineer's recommendations. Control joints shall be placed at all angle points and a maximum 25'-0" o.c. Expansion joints shall be placed at a maximum 80' O.C. Waterproof back of all the retaining walls w/2 coats of asphaltic emulsion per manufacturer's specifications. All bars shall be bent cold. prior to placement of footing steel. 20. 21. 17. 19. 18. 16. 15. 11. 14. 13. 12. 10. 9. 8. 7. Inspection of reinforcing steel and placement. VERIFICATION &NotApplicable Continuous during task listed Periodically during task listed SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE 1. INSPECTION TASK SPECIAL INSPECTION TABLE FOR CONCRETE CONSTRUCTION REQUIRED FOR CONCRETE CONSTRUCTION AND SPECIFIED IN THE FOLLOWING TABLE Reference Standard IBC Reference a. Placing of reinforcing steel b. Sampling and testing of steel (mill reports & identification of steel) c. Inspection of installation of rebar couplers d. Reinforcing steel sizes, spacing, splices, clearance and concrete cover per construction document 3.5, 7.1-7.7 Inspection of reinforcing steel welding in the following items: 3. AWS D1.4 ACI 318: 3.5.2a. Verification of weldability of reinforcing steel other than ASTM A706 Inspect bolts to be installed in concrete per structural drawing during placement of concrete where allowable loads have been increased 1911.5 Verifying use of required design mix ACI 318: Ch. 4, 5.2-5.4 1904.2.2 a. Method of proportioning b.W/C ratio c. Cement type d. Strength At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, Determine the temperature of the concrete for shortcrete construction ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 Inspection of concrete for proper application techniques. (conveying & depositing) ACI 318: 5.9, 5.10 Inspect formwork for shape, location and dimensions of the concrete member being formed ACI 318: 6.1.1 ACI 318: 4. 5. 6. 7. 2. (ONLY APPLICABLE IF THE STRUCTURAL DESIGN OF FOOTING IS BASED ON f'c > 2500psi) SEE NOTE #4 UNDER REINFORCED CONCRETE. BEND R= 5(d) FOR #14 THRU #18 TYP. REINFORCING DETAILS LAP SPLICE STIRRUP 6 ( d ) M I N . TIE OR HOOK 6 ( d ) M I N . MADE COLD DI M E N S I O N DE T A I L I N G OR 3 " M I N . - ALL BENDS SHALL BE STIRRUP ALT. 135° BENDS - PUT CROSSTIE W/ EACH D= 4(d) FOR #3 THRU #5 D= 6(d) FOR #6 THRU #8 OR 3 " M I N . 12 ( d ) F O R # 6 T H R U # 8 DI M E N S I O N DE T A I L I N G NOTES: CROSSTIE MEMBER BELOW, EXCLUDE CONCRETE IS CAST IN THE THAN 12 INCHES OF FRESH BARS SO PLACED THAT MORE FOR TOP BARS (HORIZONTAL * INCREASE LENGTH BY 30%WIRE TIE END WALLS) D D 48(d) MASONRY (U.N.O.) 48(d) * IN CONCRETE 90° BEND 8(d) R R= 4(d) FOR #9 THRU #11 R= 3(d) FOR #3 THRU #8 2 1/2" MIN.8(d) 180° BEND R12 " 4(d) OR 4 " M I N . O R 4 " M I N . O R 6(d) R OF WALL 11 INTERSECTIONCORNER 40 d b O R 24 " M I N . 12" MIN. BAR PLACED AT CENTER ADDITIONAL #5 VERTICAL1. TYPICAL WALL CORNER DETAILR OR A SECTION OF CRUSHED CORNER CONNECTION INSERT, AT CORNERS, A CORNER GUARD, *NOTES: MAINTAIN THE DRAINAGE PATH. FABRIC MUST BE USED TO ROCK COVERED WITH FILTER - STEP GRADE BEAM/FOOTING BCC018 D 2 " 3 " 2" R= 2 D W=2R 3" 3" CL R . D TOP REINF. CL R FTG BOT. HK, TYP. STD 90° REPORT REINF. BY SOIL CONDITION SLOPE IF REQ'D. PER GEOTECHNICAL C L R MA X . C L R TOP REINF. FTG. REINF. MIN. REINF. FTG BOT. CLR L SEE TABLE TYP. L SEE TABLE TYP. OR 3'-0" MAX. R=2D MAX. TIES (SEE GRADE BEAM). FOOTING REINFORCEMENT Z WALL TYPE 3 CMU STEM X1 Y1 11 10 1 4 6'- 0 " M A X . REINFORCMENT 3' - 6 " M A X 48 B A R Ø (U . N . O . ) 5 24 " 12" 7'-0" 12 " 8 3 " 7 6 1. (2) #4 CONTINUOUS 3. 4. 5. X1-HORIZ. BARS PER SCHEDULE 2X4 CONT. SHEAR KEY (ALT. 7. 9. 10. 8. 6. NOTES: SPECIAL INSPECTION IS REQUIRED FOR ALL CMU WALLS. PLACE 1sT BLK. INTO WET CONC. WITH MIN. 2" EMBED.) WATERPROOFING, EXTENT OF BACKFILL, BACKFILL MATERIAL & DRAINAGE SYSTEM TO BE REVIEWED & APPROVED BY GEOTECHNICAL ENGINEER. EDGE DISTANCE TO REBAR INDICATED IS CLEAR DIMENSION. - - CONC. KEY ALIGN W/ STEM W/#4 VERT. Z-BARS PER SCHEDULE #4 @ 16" O.C. T & B. 2. Y1-VERT. BARS AT CENTER PER SCHEDULE, DOWEL INTO FOOTING W/ STD. HOOK AS SHOWN. 11.COMPACTED BACKFILL APPROVED BY SOILS ENGINEER. CMU RETAINING WALL 1'- 0 " REFER TO CIVIL DRAWING FOR MORE INFORMATION. - SOLID GROUTED CMU WALL, 2 1.5 MIN. 1 PER CIVIL DEEPENED FOOTING @ ADJACENT STRUCTURE/BUILDING AS NEEDED. 2 " REFER TO DETAILS AND NOTES ON RW1 FOR MORE INFORMATION. - PROPERTY LINE #4 @8"O.C. TOP#4 @16"O.C. BOTT. #4 @ 24"O.C. #5 @ 8"O.C."B" 2H: 1 V M A X . #4 @8"O.C. TOP #4 @16"O.C. BOTT. #4 @ 24"O.C. #7 @ 8"O.C."A" 6'-9" 3 " 2 " 7 24 " 12" 5'- 6 " M A X . 9 PLANTER MIX PER ARCH, BIOFILTRATION OTHERS WHERE OCCUR. 12 12. 3'-6" HIGH MAX. OPEN WROUGHT IRON FENCE POST (BY OTHERS) @ 4'-0" O.C. MAX. MIN. 2'-0" EMBEDDED INTO WALL. WALL TYPE "A" WALL TYPE "B" 4 3 2 6 12 "E.Q.E.Q. E.Q.E.Q. SEE TABLE FOR THICKNESS T. WALL THICKNESS 10" 8" 8 T PER CIVIL BAR TO MATCH FT.G TOP BAR AND 11 1 5 ENGINEERED SOIL PER GEOTECHNICAL ENGINEER. AND BROOKS BOX BY 13. WATERPROOFING & DRAINAGE SYSTEM OR APPROVED EQUAL. INSTALLATION PER MANU. SPEC. 13 13 13 12" 13 CONT. HORIZ. #4 AS SHOWN. 6 " M I N . CONCRETE STRENGTH F'c=4,000 PSI MIN.- 14 14 14. MORTAR CAP BY OTHERS. REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. 3570 GARFIELD STREET GR 2022-0024 PUD 2021-0007 CDP 2021-0038 CT 2021-0002 538-2A RESTRICTIVE NOTICE © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP GARFIELD BEACH HOMES 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. BY: DISSAKORN EOSAKUL DATE: 05-08-2023 R.C.E.NO.: S5226 REGISTRATION EXPIRATION DATE: 06-30-23 FIRM: GOUVIS ENGINEERING CONSULTING GROUP, INC. ADDRESS: 15 STUDEBAKER, CITY, STATE: IRVINE, CA 92618 TELEPHONE: 949 752-1612 AM ~ ~ 0 I ~ -J ~·. . " 6 ' I ' . 1/A ,;,; ½~W 0-l't •, I ', I \ I 'I \1 'L_ ,. ,. 7 7 ' .. ., / " 6 •"'",. ~,., ~ • • ' •. ' ' 0 < 0 0 ' ·-• • . : ·. ..... • 0 •. · -~ .... 0 0 • . :-'!'. : _,,,, ' ' '· . ·. , . '.-+ .;.--;. , B C Lr+ ' ' + f ' I -- " t r \· ·----. "I I ·---. ·-----/ () ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ j 1 • • I ·1 3 A GOUVIS ngineering comu!ring gr-oup, inc. , i:-. Stud::i:::<sr·, h,.-ne, C-\ ·?:2s· 3 :·JL.(; 7:":). S ,, ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ u.. >-------<---+------------+---+-------t----+--------1 ~ 11 CITY OF CARLSBAD I rn 1-----+--.i----------------.i-----+---1-------+-----1 IGRAD~G PLAl'{l:I FOR: APPROVED: JASON S. GELDERT ENGINEERING ~ANAGER RCE 63912 EXPIRES 9/30/24 DATE DATE n"mAL Et4Gl~EER OF WORK REVISION DESCRIPTION DATE 1~111AL OTHER APPROVAL CITY APPROVAL DWN BY: ---1 ~~-~~ BY: __ _ Rvwu BY: . PROJECT NO. I DRAWING NO. DocuSign Envelope ID: F1C64B3E-5ACF-4C56-9665-A9EFFCA967CB 8/3/2023