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HomeMy WebLinkAboutDWG 541-3A; CUP 91-03C; BP/ARCO FACILITY 5792; 01-12EXP. 3/31/25 09/26/2023 Digitally Signed: 9/26/23 VAGJ.900323.HBCLX 10/09/2023 10/29/2023 H&A TC ::, <: N ,., <ri <O ,., N 0 ~ <O ~ a, -0 ~ 0 V, ::, <: N a, <ri ,., N 0 ~ <O ~ a, GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. B. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER . 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELP PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT {760) 438-3B91. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 2B. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. DWG 541-3L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SHOWN . FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 (800)411-7343 (800)892-0123 (760)438-7741 (619)262-1122 (760)434-2980 SDG&E AT&T TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8j CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR !15.16.120 A.10j CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED THE BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAl'ETY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS 17 ~~Ngt~~Acli'o~S s~~tl R~g~f~~3N-fo LABOR CODE SECTION 6705 BY CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. • SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS AGENCY SHOWING THE DESIGN OF SHORING BRACING SLOPING OR OTHER BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ~ESS/t:10, OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA APMINISTRA TIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. FIRM: NAJARS ENGINEERING ADDRESS: 10769 WOODSIDE AVE, SUITE 204 CITY, STATE: SANTEE CA 92071 TELEPHONE: (619)971-7514 BY: --4::=---Y--=--:-=':~'-:-:-:-:-:-:::------BASHAR NAJAR ,,Q~ ; 11n 78159 "' Ql/3Q/25 C \\.. DATE: ______ _ R.C.E. N0.:_7_8_15_9 ____________ _ REGISTRATION EXPIRATION DA TE: 09/30/2025 SOILS ENGINEER'S CERTIFICATE 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, I, JORGE L. VALDEZ GONZALEZ, A REGISTERED CIVIL ENGINEER OF THE STATE INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY ~~~~~ ~~~~NE~:RO.fi.i~o~iN~NgR\;i~biNMG 6~~~A~l~isMi~fL~YsfRU DIRECTION BETWEEN THE DATES OF JANUARY 14, 2022 AND JANUARY 14, CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS 2024. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 1HE CONTRACTOR ENGINEER. TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS ~~:=:::::,,.._ PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS As A RESULT oE THE GRADING OPERATION. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WI THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. SIGNED: G.E./P.E. NO.: ~9=2~05~1~--------- DATE: LICENSE EXPIRATION DATE· 03/31/2025 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE OWNER'S CERTIFICATE b~~~1~i i~Ai:Y_AiE:fvts AN~TN1~uRMM1~1:°·Pt~~E~~R~t6~E:WALES AND 1 (WE) HEREBY CERTIFY THAT A REGISTERED so1Ls ENGINEER OR 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A BY THE PROJECT INSPECTOR. STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS CONSTRUCTION ORDER AND MUNICIPAL PERMIT LATEST VERSION. SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE ' CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN .EAC.!:i SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PALOMAR AIRPORT PARTINERS LLC DATE EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BASHAR NAJAR AT (619)971-7514. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE CONTRACTOR'S QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE CONTRACTOR'S 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 AND/OR CITY INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a.THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a.NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b.lDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c.HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1.ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a.THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b.GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2.AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3.IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS a.20 lbs. PER ACRE OF ROSE CLOVER THAN: b.20 lbs. PER ACRE OF ZORRO FESCUE c.3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d.4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e.3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f.1/2 lb. PER ACRE OF DIMORPHOLECA g.lTEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h.lTEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i.ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE 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 HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A V1GOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTIL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL AND FIELD SURVEY METHODS FROM INFORMATION GATHERED ON 12/04/2020 BY METROPOLITAN MAPPING, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 213-092-1700. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 346-16B3. LEGAL DESCRIPTION LOT 17 OF CARLSBAD TRACT NO. 73-49, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 841B, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, ON NOVEMBER 19, 1976. VICINITY CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP CITY OF ENCINITAS INDEX OF SHEETS 1 TITLE SHEET 2 KEY MAP 3 DEMOLITION PLAN 4 GRADING AND DRAINAGE PLAN 5 GRADING AND DRAINAGE PLAN 6 NOTES, DETAILS AND SECTIONS 7 DETAILS 8 TIER 2 SWPPP 9 TIER 2 SWPPP 10 SINGLE SHEET BMP EXHIBIT 11 RETAINING WALL NOTES 12 RETAINING WALL DETAILS PROJECT ADDRESS 1991 PALOMAR AIRPORT ROAD, CARLSBAD, CA 92011 DEVELOPER NAME: PAI OMAR AIRPORT PARTNERS 11 C ADDRESS: 3278 VISTA MATAMO. EL CAJON. CA 92019 EMAIL.: SALEMINVESTMENTS@YAHOO.COM PHONE NUMBER-: 619 454 4488 REFERENCE DRAWINGS AMEND 2022-0006, DWG 208-2, DWG 405-7, DWG 327-6 EARTHWORK QUANTITIES CUT: 29Q CY FILL: CY EXPORT: 281 CY REMEDIAL: 175 CY TOTAL LOT AREA = 297.167 SF (6.82 AC) TOTAL DISTURBED AREA = 20,407 SF (0.47 AC) TOTAL REPLACED IMPERV10US AREA = 10.32B SF (0.24 AC) TOTAL PROPOSED IMPERVIOUS AREA -14,4B5 SF (0.33 AC) ABBREVIATIONS BW CSD EA EX FF FL INV LF MH MIN NO BOTTOM OF WALL NTS CARLSBAD STANDARD P DRAWINGS PM EACH R/W EXISTING SDRSD FINISHED FLOOR FLOW LINE SF INVERT TC LINEAR FOOT TF MANHOLE TW MINIMUM TYP NUMBER BENCH MARK NOT TO SCALE PAVE PARCEL MAP RIGHT OF WAY SAN DIEGO REGIONAL STANDARD DRAWINGS SQUARE FEET TOP OF CURVE TOP OF FOOTING TOP OF WALL TYPICAL CITY OF CARLSBAD SURVEY CONTROL MONUMENT, STATION CLSB-066 DESCRIPTION: WEI I MONUMENT 'tjfZ 5" BRASS DISC LOCATION: CENTER OF OWENS A CUL-DE-SAC, 0.2 MILES EAST OF CAMINO VIDA ROBLES PER ROS 17271 ELEVATION: 275.076 FEET DA TUM: NGVD 29 WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7469 DATED DEC. 7. 2022 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION /GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY APPLIED CONSULTANTS DATED JANUARY 14, 2012 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS: N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _N~/~A~----- 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY NAJAR$ ENGINEERING SHOWN ON SHEETS 8 & 9 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY NAJARS ENGINEERING DATED J2/J6/2022 SWMP NO. ~N~/A~-- 12-CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. ABANDONMENT NOTES PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANENTLY STABILIZE FLAT AREAS (~5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION ORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. LEGEND DESCRIPTION DWG.NO. EXfflTING JMPBOYEMENTB PROPERTY LINE/RIGHT OF WAY CENTERLINE EX CURB EX CURB & GUTTER EXISTING WATERLINE EXISTING SEWER MAIN EXISTING STORM LINE EX MONUMENT PROPOSED J¥PRQYEMRNTS GRADING LIMITS BUILDING 6" CURB 6" CURB AND GUTTER PARKING STRIPE PROPOSED CUT\FILL SLOPE SAWCUT LIMIT LINE BUILDING WALL RETAINING WALL RETAINING WALL 2"WA TER SERVICE W/ 2" METER & BACKFLDW TRENCH RESURFACING STORM DRAIN LINE SDRSD G-1 SDRSD G-2 DETAIL 4, SHEET 6 SHEETS 11-12 SDRSD C-2 CMWD W-4,W-6 SDRSD G-25 SDR-35 PERFORATED STORM DRAIN LINE PIPELINE SDR-35 SCH-40 NOS INLET /NL/NE AREA DRAIN DETAIL 5, SHEET 7 DRAIN BASIN DETAIL 1, SHEET 7 TRENCH GRATE DETAIL 4, SHEET 7 RIBBON GUTTER DETAIL 3, SHEET 6 CONCRETE LUG SDRSD 0-63 RIPRAP SDRSD 0-40 CONCRETE SWALE SDRSD 0-75 TYPE D BIOFIL TRA TION BASIN DETAIL 2, SHEET 7 PCC PAVEMENT DETAIL 1, SHEET 6 AC PAVEMENT DETAIL 2, SHEET 6 AC MILL AND OVERLAY OLDCASTLE FLOGARD DETAIL 3, SHEET 7 CATCH BASIN FILTER OLDCASTLE FLOGARD DETAIL 6, SHEET 7 TRENCH DRAIN FILTER SYMBOL QUANTITY --------- -w -w -w -, --ss-ss-ss-ss- ----i If-----<I>-- v 2,1 I 988 LF 396 LF 338 LF -------678 LF 620 SF 1,631 SF 43 SF 38 LF S::::Xv.:s:3 ~:sz:s:: 38 LF -•-•-•-•-•-319 LF ----------------- 0 --------------------------------------- \ \ \ \ \ • 660 LF 120 LF 1 EA 4 EA 4 EA 132 LF 234 SF 1 EA 1.5 TONS 28 LF 1,714 SF 4,297 SF 6,611 SF 3,769 SF 3 EA 1 EA "AS BUil T" STRUCTURAL (POST-CONSTRUCTION) BMP TABLE RCE __ _ DATE STORMWA TER REQUIREMENTS THAT APPLY: □ STANDARD STORMWA TER REQUIREMENTS -PRIORITY PROJECT REQUIREMENTS EXEMPT FROM TRASH CAPTURE? EXEMPT FROM HYDROMODIFICA TION? □ YES -NO EXP, ___ _ REVIEWED BY: INSPECTOR DATE ~-~-E __ ~_D_E_sc_R_IP_11_0N_~_o_~_Rs_H_IP __ ~-~-~-~-~-~-~-E __ sH_E_ET_No_.~_~_RF_Q_J_r_CT_cE~ISH~ET1._c_I_T_Y __ o_F __ c_A_R_L_S_B_A_D~~ _ ENGINEERING DEPARTMENT ~ BMP-A BIO-FILTRATION BASIN O~R 4,5,7 SEMI-ANNUALLY GRADING PLANS FOR: BMP-B BIO-FILTRATION BASIN O~R 4,5,7 SEMI-ANNUALLY BP/ARCO FACILITY 5792 PALOMAR AIRPORT RD CAR WASH GR 2023-0002 TITLE SHEET APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DAlE 1 DA 1£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1£ INITIAL DA 1£ INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CUP 91-03C 541-3A RVWD BY: DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 RW RW RW RW RW RW RW RW RW RW RW RW W W W W W W W W W W W W W R W RW RW R W RW R W RW RW RW W W W W W W W W W W W W W W W W W W W W W W W W W W W 33" R C P 33" R C P SSSS S S S S S S S S S S S S E E E E E E E E E E E E E E E E EEEEEEEEEEEE Conc. SS SS SS SS SS SS SS SS SS SS SS SS SS W SS SS SS 19 5 19 5 20 0 20 0 205 20 5 170 175 180 185 190 195 175 180 185 190 195 200 165 170 175 180 185 190 195 2 0 0 17 017 5180 18 5 190 195 165 170 175 180 185 190 195 1 6 5 17 0 17 5 180 18 5 19 0 195 200 19 5 195 200 205 3 0 " R C P W W W W W W RW 18" R C P 19 8 1 9 9 19 9 19 8 197 196 20 1 200 2 0 0 199 200 20 1 20 1 2 0 2 2 0 3 2 0 4 204 203 200 VAN ACCESSIBLE EV VAN ACCESSIBLE NOPARKING NOPARKING EV PARKINGONLY EV PARKINGONLY EV PAR K I N G ONL Y VAC U U M VAN ACC E S S I B L E NO PAR K I N G OV E R H E A D E L E C T R I C (H I G H V O L T A G E ) 30" VCP SEWER (E) PAL O M A R A I R P O R T R O A D CA M I N O V I D A R O B L E UNDERGROUND GAS TANKS (E) GAS PUMPS & CANOPY (E) CARWASH (E) TRASH ENCLOSURE (E) PA L O M A R O A K S W A Y PALOMAR OAKS WAY C-STORE (E)MAP 8418CARLSBAD TRACT NO. 73-49LOT 17 2 4 14 9 12 14 1 1 8 8 14 14 14 ____________________________________________________________________. ENGINEER OF WORK: BASHAR NAJAR RCE NO. 78159 NAJARS ENGINEERING 10769 WOODSIDE, AVE STE 204 SANTEE, CA 92071 (619)971-7514 12/19/2023 H&ATC ~ ·c Cl ~ C 0 -c 0 £ 00 0 i 00 ?' 0 EASEMENTS 11] GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDING DA TIE: APRIL 15, 1954 RECORDING NO: IN BOOK 5205, PAGE 416 OFFICIAL RECORDS AFFECTS: PLOT1ED HEREON ~ GRANTIED TO: COUNTY OF SAN DIEGO PURPOSE: ROAD RECORDING DA TIE: OCTOBER 4, 1960 RECORDING NO: INSTRUMENT NO. 1960-198369, OFFICIAL RECORDS AFFECTS: PLOTTED HEREON II] PER PM 1110 (EASEMENT/OFFER OF DEDICATION): BUILDING LINE AND STREET WIDENING AFFECTS: PLOTTIED HEREON [m PER MAP 8418: OPEN SPACE EASEMENT AFFECTS: LOCATION NOT DISCLOSED [BJ GRANTED TO: BUSINESS -CORPORATIE PALOMAR, A CALIFORNIA LIMITIED PARTNERSHIP PURPOSE: INGRESS AND EGRESS, SURFACE TRAVEL, PARKING AND DRAINAGE RECORDING DATIE: AUGUST 04, 1981 RECORDING NO: INSTRUMENT NO. 1981-246287 OFFICIAL RECORDS AFFECTS: PLOTTIED HEREON I!] GRANTIED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDING DATE: AUGUST 10, 1981 RECORDING NO: INSTRUMENT NO. 1981-252845 OFFICIAL RECORDS AFFECTS: PLOT1ED HEREON l!g GRANTIED TO: COSTA REAL MUNICIPAL WATIER DISTRICT PURPOSE: PIPELINES RECORDING DATE: OCTOBER 26, 1981 \ I /I RECORDING NO: INSTRUMENT NO. 1981-336797 OFFICIAL RECORDS AFFECTS: LOCATION NOT DISCLOSED ffil GRANTIED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDING DATE: DECEMBER 8, 1981 RECORDING NO: INSTRUMENT NO. 1981-384513 OFFICIAL RECORDS AFFECTS: LOCATION NOT DISCLOSED ~ GRANTIED TO: COSTA REAL MUNICIPAL WA TIER DISTRICT PURPOSE: PIPELINES RECORDING DA TIE: OCTOBER 7, 1983 RECORDING NO: INSTRUMENT NO. 1983-362175 OFFICIAL RECORDS AFFECTS: PLOT1ED HEREON IHI GRANTIED TO: CITY OF CARLSBAD PURPOSE: PUBLIC UTILITIES AND STREET RECORDING DA TE: JANUARY 20, 1993 RECORDING NO: INSTRUMENT NO. 1993-0033576 OFFICIAL RECORDS AFFECTS: PLOT1ED HEREON (/ II. ~ , \ 1 ~"'-:. SEE SHEET 3 & 8 ... . . -. -. -. -. -. -. -. -. -. -. -. -. -. -. -. -. -. '- • ·: ., SEE SHEET . . SEE SHEET 5 -·-·-·-·-·1 •' -----i_f ,,.-,~c-·v -y,, __ ,. . .r - • - ' -('' ~ • -~-~-'--_.c • -:--:..J ,-( ·-------. -.'..,·-~ \,-·''--,,. ----·---------- -::::::- -::::::- -::::::- ,;a:~ § Nn 78159 ... ExpQl/3Q/25 C \\. © 0 40' 80' -----SCALE: 1 "=40' --- .. ',, I "-1- XY',L+f-a,- cJ" I i /~ __ _J '\ L___ __ _ ''x/\ "AS BU I LT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ cr1x1N£~G ~E¾A~~~~AD ~ GRADING PLANS FOR: BP/ARCO FACILITY 5792 PALOMAR AIRPORT RD CAR WASH 1-----+--+----------------+----+---1-----+-------1 :='=G==R==20'=2=3==-=00=0=2=======K=EY=M=A=P================: APPROVED: JASON S. GELDERT DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OlY APPROVAL ENGINEERING MANAGER DWN BY: __ _ CHKD BY: __ RVWD BY: RCE 63912 EXP. 9/30/24 DAlE PROJECT NO. CUP 91-03C DRAWING NO. 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW W W W W W W W W W W W W W W W RW R W RW RW RW RW R W RW R W RW RW W W W W W W W W W W W W W W W W W W W W W W W W W W W 33" R C P 33" R C P SSSSS S S S S S S S S S S S S S S S S S S SEEEEEEEEEEEEEEEEEE E MAP 8418CARLSBAD TRACT NO. 73-49LOT 17 Conc . L=3 7 .6 6 ',R =2 5 .0 0 ',D=086°18'4 8 " L =6 5 3.8 9',R =1513.0 0',D =0 2 4°45'43" S2 6 ° 4 9 ' 5 6 " E 166 . 4 6 ' L=40.07', R=500.00', D=004°35'30" S31 ° 2 5 ' 2 6 " E 115. 2 1 ' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS W W W SS SS SS SS SS SS SS 20 5 20 5 195 200 180 185 190 195 2 0 0 180 185 190 195 19 0 195 200 19 5 195 200 205 63 ' 39' W W W W W W W W W W W W W W W W W W RW RW 18 " R C P 19 8 1 9 9 R/W R/ W 19 9 19 8 197 196 20 1 200 2 0 0 199 200 20 1 20 1 2 0 2 2 0 3 2 0 4 204 203 200 OVERHEAD ELECTRIC (HIGH VOLTAGE) 30" VCP SEWER (E) PAL O M A R A I R P O R T R O A D CA M I N O V I D A R O B L E 33" R C P S T O R M ( E ) 33" R C P S T O R M ( E ) STORM DRAIN CLEANOUT (APPROX) SEWER MH RIM=195.33 (±) (IE=184.90) EXI S T 1 6 " A C P D W G 3 2 7 - 6 A SEWER MH RIM=195.35(±) (IE=185.16) SEWER MH (IE=197.86') DWG 327-6A EXIS T 1 2 " A C P , D W G 3 2 7 - 6 A & D W G 1 8 5 - 7 EXIS T 8 " V C P , D W G 2 2 8 - 5 , D W G 1 8 5 - 7 2 4 9 12 141 1 ____________________________________________________________________. ENGINEER OF WORK: BASHAR NAJAR RCE NO. 78159 NAJARS ENGINEERING 10769 WOODSIDE, AVE STE 204 SANTEE, CA 92071 (619)971-7514 12/19/2023 H&ATC L 0 E 0 c 0. N i 2 ~ i w 0 ·"-E ~ o> C ·c u u -~ o> C w w L ·"-0 z ~ ·c D u §. L 0 iii 0 t 3- c:; I I I /; 1/ I 1/ / 1/ / 1/ DEMOLITION KEYNOTES 0 PROlECT IN PLACE (AS DESCRIBED} 0 SAWCUT EXISTING PAVEMENT 0 DEMOLISH EXISTING PCC PAVEMENT © DEMOLISH EXISTING AC PAVEMENT ® DEMOLISH EXISTING LANDSCAPE © DEMOLISH EXISTING CARWASH TUNNEL 0 DEMOLISH EXISTING CURB © DEMOLISH EXISTING CURB AND GUTlER ® DEMOLISH EXISTING BOLLARD/POST @ DEMOLISH EXISTING LIGHT POLE ®1 RELOCAlE EXISTING DIESEL PUMP PER BUILDING PLANS CBC2023-0086 I I @ DEMOLISH EXISTING OIL WAlER SEPARATOR AND SEWER LAlERAL PER BUILDING PLANS CBC2023-0086 DISCONNECT AND DEMOLISH EXISTING WATER MElER @ AND SERVICE FROM 8" ACP PER ENGINEERING STANDARDS. RELOCAlE WATER METER AND BACKFLOW TO PROPOSED LOCATION PER SHEET 5. SEE NOlE 2 BELOW. ® INlERCEPT EXISTING 2" WAlER SERVICE AS SHOWN IN BUILDING PLANS @ DEMOLISH AND REMOVE EXISTING WAlER SERVICE @ REMOVE EXISTING WATER MElER, WAlER SERVICE AND CAP AT EXISTING WATER MAIN. SEE SHEET 5 FOR EDGE OF TRENCH. SEE NOlE 2 BELOW. @ MILL AND OVERLAY PER SHEET 4 & 5 @ DEMOLISH EXISTING CONCRElE CHANNEL SECTION NOTES 1. SEE WAlER IMPROVEMENT NOlES ON SHEET 6 2. RECORD DRAWING INDICAlE BOTH SERVICE CONNECTIONS WERE MADE WITH TAPPING SADDLES THEREFORE CLOSE CORP STOP AND INSTALL THREADED CAP ON CORP STOP OUTLET FOR ABANDONMENT OF SERVICE. IF CONNECTION DIFFERS, COORDINAlE ABANDONMENT WITH CMWD. • 0 ~-.. i' '/ •' • • GAS PUMPS AND CANOPY ► -~-:( ~ :/f· ~~~~l...l.~~~~#"""1.'""'~{rj~f ;'.:\(~'.:· . i~ ► .• ·.~?{:}j:.::f,~:.J. • • .jjj! !!f 1/(, ... 'v .56P) ;C:-_. "fi-~,+;1-jlt'F,li-....,,-,--~ ... =._,.___,.., (199 95FIQ RE-TE IIIE "---- ... . • • ·•· . •. • . •·. "---- --../ 2 ~~ ~ "---- • "----¢, ~ . "----• i . -eL-- .-.·.•,•,·, W!ESSI~ ,,~~ § No 78159 • Exp. Ql{!Q/25 C \. --- .--~--. ( '· •. L 18 ----'-- -· 0 20' 40' ------SCALE: 1 "= 20' ~ --:.....:: .._______ --------- ---......._ -• "AS BU I LT" RCE __ _ EXP.----DAlE REVIEWED BY: INSPECTOR DAlE fSHml CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT GRADING PLANS FOR: BP/ARCO FACILlTY 5792 PALOMAR AIRPORT RD CAR WASH - t----t--+----------------1-------+--+-----1--...I ~G~R~2~02~3==-~0=0=02=======D=E=M=O=Ll=Tl=ON=P=L=AN=======! APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DATE i---.D"A'"TE;:-t"IN:;;;111;;-;A:;--L-t'"..,_ _____________ ---11-------+--+-----1---1 ~D~WN~B~Y~:::: _= _= _= _=_ :t~=~P~R~oJ=-E~C~T=N::::o=. =~=D;:RA=w=1=NG=N=o~. DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: ---CUP 91-03C 541-JA OTHER APPROVAL ClY APPROVAL RVWD BY: DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 W W W W W W W W 33" R C P SSSSSSSSS S S S S S S S S S S S S S S S S S E E E E E E E E E E E E E E E E E E E E MAP 8418 CARLSBAD TRACT NO. 73-49 LOT 17 SS SS SS SS W W W W SS SS SS SS 190 195 2 0 0 190 195 200 W W W 19 8 1 9 9 19 9 19 8 197 196 20 1 200 2 0 0 199 200 2 0 1 20 1 200 30" VCP SEWER (E) 33" R C P S T O R M ( E ) 33" R C P S T O R M ( E ) EXI S T 1 6 " A C P D W G 3 2 7 - 6 A FG=195.50 AREA=758SF BMP-A VAN ACCESSIBLE EV VAN ACCESSIBLE NO PARKING NO PARKING EV PARKING ONLY EV PARKING ONLY EV PA R K I N G ON L Y VA C U U M VA N AC C E S S I B L E NO PA R K I N G OVERHEAD ELECTRIC (HIGH VOLTAGE) PAL O M A R A I R P O R T R O A D GAS PUMPS & CANOPY (E) C-STORE (E) TRASH (E) UNDERGROUND GAS TANKS (E) 1 2 3 4 5 6 7 8 9 10 V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 STORM DRAIN CLEANOUT(E) (APPROX) SEWER MH (E) RIM=195.33 (±) (IE=184.90) 11 V12 V13 V14 2 4 12 1 1 ______________________________________________________________. ENGINEER OF WORK: BASHAR NAJAR RCE NO. 78159 NAJARS ENGINEERING 10769 WOODSIDE, AVE STE 204 SANTEE, CA 92071 (619)971-7514 12/19/2023 H&ATC ~ 0 E 0 c 0. N i 2 ~ i w 0 ·"-E ~ o> C ·c u u .~ o> C w " ~ 0 ff) " 2 -0 a: / .b • / / / I/ /;I / / / /, / I✓ ~ ' r .. b I " ) 0 b ... b .b b . . A I ) •• .b b " I • " ) ... b· I ). A b A A I A b ... .. . .. I j .•. . .. A b . A MATCH EX I I I I I I I I (-;-/-/ 1/ • ,_,.,.~ " . . ~ ~~ ...• A b b b .. . I I I (200.91{') MATCH E-.>.< (/ b .. / / 1/ / i / / b . V /--.•• .................. ......... ......... :::,, ......... / I✓ / h / m ~g~ ff . 99.25P 17 / /2 / .(✓/ / / / ~ kl 7 / 1 / / / 197.35TC'4' 196.85FL \2/ • ,-""'----~--=~~-. -----..::::: -------- ......... ......... A 6 ------ 1---l---------l....---~__;,________;~~~ ......... ......... ......... GRADING AND DRAINAGE NOTES 0 CONSlRUCT PCC PAVEMENT CONSlRUCT AC PAVEMENT 0 CONSlRUCT 6" CURB PER SDRSD G-1 CONSlRUCT 6" CURB &: GUTTER PER SDRSD G-2 @ CONSlRUCT 36" WIDE RIBBON GUTTER © CONSlRUCT 18" WIDE CONCRETE SlRIP 0 © CONSlRUCT SIDEWALK PER SDRSD G-7, G-9, G-10, G-11 NOT USED VACUUM ARCH PER BUILDING PLANS CBC2023-0086 '1o' VACUUM MOTOR ENCLOSURE PER BUILDING PLANS ~ CBC2023-0086 @ CONSlRUCT BIOFILlRATION BASIN EB EB EB EB @ CONSlRUCT CONCRETE SWALE PER SDRSD D-75 TYPE D @ CONSlRUCT 18" DRAIN BASIN @ CONSlRUCT 30" DRAIN BASIN @ INSTALL 6" SDR-35 PVC STORM DRAIN PIPE INSTALL 6" SDR-35 PERFORATED PVC STORM DRAIN PIPE @ INSTALL 12" SDR-35 PVC STORM DRAIN PIPE @ INSTALL 15" SDR-35 PVC STORM DRAIN PIPE '19' CONNECT PROPOSED STORM DRAIN PIPE TO EXISTING ~ 33" PIPE USING CONCRETE LUG PER SDRSD D-63 @ 12" WIDE lRENCH GRATE @ SlRIPE STANDARD PARKING STALL @ NOT USED ~ INSTALL ENERGY DISSIPATER MODIFIED SDRSD D-40 'c::/ T 1.1FT L=10' W=6' TYPE 2 W/0 SILL EB EB EB EB EB ~' .• ~~· ~ • I b ... I b .. ) . / ... .. ,.. A . ). b b . I ~ "./ ·." .b >. " ~ ~ ).b ' .. • ~~A·. A .~~( ~' --r----. I ) b ~ -I ~~ ~~ MATCH EX. IE 'E .51IE .s 11 · • •. 1 ti/ . ~ SD -11--........ SD ;:,,,. ·~~I ----t--~l>-------<~------- 24" DEEPENED FOOTING 198.00TCQ 197.50FL \2/ " . I • ) . b . .. . .. . b ~~ .b I .b A b ---------~---- SAWCUT LIMIT LINE CONlRACTOR SHALL SAWCUT AT JOINTS WHERE APPLICABLE lzs' RElROFIT EXISTING GRATED INLET WITH lRASH CAPTURE 'c::/ DEVICE PER BIO CLEAN GRATED INLET FILTER BASKET RELOCATE DIESa PUMP UNDER EXISTING CANOPY PER BUILDING PLANS CBC2023-0086 @ CONSlRUCT 12" WIDE CURB OPENING CONSlRUCT SIDEWALK UNDERDRAIN PER SAN DIEGO COUNTY GREEN SlREET STANDARDS GS-5.04a lzg\ MIN. 1/2" MILL AND MIN. 1.5" OVERLAY TO GRADE 't::/ ELEVATION PER PLAN @ NOT USED 1 INSTALL VEHICLE WHEa STOP EB @ NOT USED @ NOT USED EB @ CONSlRUCT 8" INLINE AREA DRAIN @ NOT USED @ NOT USED @ NOT USED I ' i,l(200.25P) MATCH EX ... b,. ·94 / . • • ) I . . . . • ) A • \ ·A I I I • . . I /. • 4 . ) . A • ffi EB '3P CONSlRUCT SITE RETAINING WALL SEE SlRUCTURAL "=Y SHEETS 11-12 '43' OLDCASTLE INFRASlRUCTURE DEVICE FLOGARD+PLUS \::1 CATCHBASIN INSERT FILTER, ROUND INLET EB EB @ NOT USED OLDCASTLE INFRASlRUCTURE DEVICE FLOGARD+PLUS lRENCH DRAIN FILTER "' "' w -.JI ,J, "'"'"'"'"' "'"'"' ~ . TC • • . . J : ~-t:::::t=rn~==~~~~;:=7·:~tfc!J~t1~;;~-'"~. >....:::f· \:::../~t]2[[oo[C:B2TP~•~·~'. .. 0 . ------- I · (200.29P) I MArcH EX ~ "i[]." • V5 l 0IEIN) EOUT) I -!.- 1 I I -·:--.,::....,-- '45' INSTALL 4" SDR-35 PERFORATED PVC STORM DRAIN \::1 PIPE ,g._46 SlRIPE CROSS HATCH PATTERN TO DELINEATE ADA ~ PATH OF lRAVEL @ CONSlRUCT 2" CURB PER SDRSD G-1 @ CONSlRUCT 3" CURB PER SDRSD G-1 @ NOT USED "AS BU I LT" RC£ __ _ EXP. ___ _ REVIEWED BY: INSPECTOR fsiiml CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT GRADING PLANS FOR: r--\L4 DATE DATE BP/ARCO FACILITY 5792 PALOMAR AIRPORT RD CAR WASH @ INSTALL PED RAMP PER SDRSD G-31 TYPE D-3 1-----+---+----------------1-----+--+-----+--... ;=G::::R:::2:=02=3==-==0=0=02=====G=R=AD=l=NG=A=N=D=D=R=A=IN=A=G=E=P=L=A==N========~ APPROVED: JASON S. GELDERT @ INSTALL lRUNCATED DOMES PER SDRSD G-30 1:35' SlRIPE ADA SlRIPING STALL AND INSTALL SIGNAGE PER 'e::/ SDRSD M-27 &: M-28 0 1 o' 20' ------SCALE: 1 "= 1 O' DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION ENGINEERING MANAGER DWN BY: __ _ DA 1E INITIAL DA 1E INITIAL CHKD BY: __ _ OTHER APPROVAL OlY APPROVAL RVWD BY: RCE 63912 EXP. 9/30/24 DAlE PROJECT NO. CUP 91-03C DRAWING NO. 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S E E E E E E E E E E E E E E E E E E E E SS SS SS SS SS SS S31 ° 2 5 ' 2 6 " E 115 . 2 1 ' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SSSS SS SS SSSSSS SS SS W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS 20 5 195 200 2 0 0 19 0 195 200 205 W W W W W W W W W W W W W W W W W W W W W W W W W W W W RW RW RW RW RW 20 1 2 0 2 2 0 3 2 0 4 204 203 EXIS T 1 2 " A C P , D W G 3 2 7 - 6 A & D W G 1 8 5 - 7 EXIS T 8 " V C P , D W G 2 2 8 - 5 , D W G 1 8 5 - 7 FG=199.63 AREA=956SF BMP-B EV PARKING ONLY EV PA R K I N G ON L Y VA C U U M VA N AC C E S S I B L E NO PA R K I N G CAMI N O V I D A R O B L E CARWASH (P) FF=VARIES PAD=200.78 V18V17V16V15 SEWER MH RIM=195.35(±) (IE=185.16) SEWER MH (IE=197.86') DWG 327-6A TRASH (E) 9 10 11 V12 V13 V14 EQUIPMENT (P) FF=201.87 PAD=201.20 9 12 14 1 1 10 ______________________________________________________________. ENGINEER OF WORK: BASHAR NAJAR RCE NO. 78159 NAJARS ENGINEERING 10769 WOODSIDE, AVE STE 204 SANTEE, CA 92071 (619)971-7514 12/19/2023 H&ATC ~ 0 E 0 c 0. N i 2 ~ i w 0 ·"-E ~ o> C ·c u u -~ o> C w ~ "' "' :8 0 " ~ 0 ff) " 2 -0 a: -- I I I · (200.29P) ' MATCH EX_ ~ . ~ .• 1{200.04P)" MATCH EX . 0 © 0 [a--./-.-'__, L't,--=;.J _} "' -.i, ,-I .... "' "' j, ,,.; J (2d0.33P) MA,CH EX -----..-,......-, -,,,-, GRADING AND DRAINAGE NOTES CONSlRUCT PCC PAVEMENT CONSlRUCT AC PAVEMENT CONSlRUCT 6" CURB PER SDRSD G-1 CONSlRUCT 6" CURB & GUTTER PER SORSD G-2 CONSlRUCT 36" WIDE RIBBON GUTTIER NOT USED CONSlRUCT SIDEWALK PER SDRSD G-7, G-9, G-10, G-11 CONSlRUCT PAY STATION ISLAND VACUUM ARCH PER BUILDING PLANS CBC2023-0086 lio\ VACUUM MOTOR ENCLOSURE PER BUILDING PLANS ~ CBC2023-0086 @ CONSlRUCT BIOFILlRATION BASIN • • • • • EB EB EB EB EB "---- "---- "---- "---- "---- I . . . . . . • STC 4 8 • I , • 02.10T © • I 201.60FL 4 • • 201.SOFL © • 01.70P @ NOT USED @ NOT USED @ CONSTRUCT 30" DRAIN BASIN ® NOT USED /.js\ INSTALL 6" SDR-35 PERFORATED PVC STORM DRAIN ~ PIPE @ INSTALL 12" SDR-35 PVC STORM DRAIN PIPE @ NOT USED @ NOT USED ® NOT USED ® SlRIPE STANDARD PARKING STALL in' OIL/WATER SEPARATOR TANKS PER BUILDING PLANS 't5 CBC2023-0086 '23'-INSTALL ENERGY DISSIPATER MODIFIED SDRSD D-40 'c::/ T-1.1FT, L-4.0FT, W-6.0FT TYPE 2 W/0 SILL 03.76TC © 203.26FL '(--203.38P) M.4i'T.CH EX ------- 202.BOFL ~ °N 40P . ss • ' ~ .• ' • 7 d·9 9,6'3F-G 39 196.63IE 1-96,05· <, EB ffi SAWCUT LIMIT LINE CONTRACTOR SHALL SAWCUT AT JOINTS WI-IERE APPLICABLE RElROFIT EXISTING GRATED INLET WITIH TRASH CAPTURE DEVICE PER BIO CLEAN GRATED INLET FILTER BASKET @ NOT USED @ CONSlRUCT 12" WIDE CURB OPENING @ @ @ ® @ ® @ @ CONSlRUCT SIDEWALK UNDERDRAIN PER SAN DIEGO COUNTY GREEN STREET STANDARDS GS-5.04a MIN, 1/2" MILL AND MIN. 1.5" OVERLAY TO GRADE ELEVATION PER PLAN BUILDING WAILL PER BUILDING PLAN CBC2023-0086 CONSlRUCT SITE RETAINING WALL SEE STRUCTURAL SHEETS 11-12 2" WATER SERVICE WITIH 2" METER AND BACKFLOW PER CMWI> W-2, W-4 & W-6 INSTALL PED RAMP PER SDRSD G-31 TYPE D-3 INSTAILL lRUNCATED DOMES PER SDRSO G-30 SlRIPE ADA SlRIPING STAILL AND INSTALL SIGNAGE PER SDRSD M-27 & M-28 • 7 EB EB ~ ~ ----~ ~ ~ . A" !!!o. ·, I -~--~ ..;./~(-: 204.1 © ··, 203.6'0FL 4 \_ ·-· ' ~2".>'.03.72P)"---"--- MATCH EX---.--~ ------------ IJJ 202.0STC@ I . g_/4I- cIrr OF CARLSBAD -' • C UTILITIES AN : T EASEMENT \ I/ / I QQ,i:: 01 TC ·0··. 4 -------- 203. 51 FL •. 'll3.53P) ( MA "H-E \_ --;--- @ NOT USED ® SlRIPE CROSS HATCH PATTERN FOR LANE DELINEATION @ CONSlRUCT RETAINING WALL PER SDRSD C-2 @ CONSlRUCT 8" INUNE AREA DRAIN REPLACE CURB, GUTTIER AND SIDEWALK TO NEAREST @ JOINT IF DAMAGED DURING CONSTRUCTION PER SDRSD G-2, G-7 AND h.lODIFIED BY CITY OF CARLSBAD @ lRENCH RESURFACING PER CITY OF CARLSBAD GS-25 @ WALL OPENING OLDCASTLE INFIRASlRUCTURE DEVICE FLOGARD+PLUS CATCHBASIN INSERT FILTER, ROUND INLET @ NOT USED EB EB EB ~ ----~ ---- ~ ~ <-1-00 ---, ---------- 7 • • ' ---------- ~ (202.26FL) © ~~ 0 '45' INSTALL 4" SDR-35 PERFORATED PVC STORM DRAIN 'L::'/ PIPE @ NOT USED @ CONSlRUCT 2" CURB PER SDRSD G-1 @ CONSlRUCT 3" CURB PER SDRSD G-1 @ CONSlRUCT 12" NDS INLET AND 4" SCH-40 PIPELINE ----------- ::::::--..... ~ - --------- --------- (202.60P) @ MATCH EX (202.48FL) (202.53LIP) HP 4 ,· ----:: □ (202.95FL) HP • WZI-O~OZ N -:::; ----- ----..-=.=::;;.a,... ~us,~ ~(1~ No 78159 op/30.1 "AS BU I LT" RCE __ _ EXP,---- REVIEWED BY: INSPECTOR fsiiml CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT GRADING PLANS FOR: DATE DATE BP/ARCO FACILITY 5792 PALOMAR AIRPORT RD CAR WASH 1-----+---+----------------1----+--+----+--.... ;=G::::R:::2:=02=3==-==0=0=02=====G=R=AD=l=NG=A=N=D=D=R=A=IN=A=G=E=P=L=A==N========~ APPROVED: JASON S. GELDERT 0 1 o' 20' ------DA 1E INITIAL SCALE: 1 "= 1 O' ENGINEER OF WORK REVISION DESCRIPTION ENGINEERING MANAGER DWN BY: __ _ DA 1E INITIAL DA 1E INITIAL CHKD BY: __ _ OTHER APPROVAL OlY APPROVAL RVWD BY: RCE 63912 EXP. 9/30/24 DAlE PROJECT NO. CUP 91-03C DRAWING NO. 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 ____________________________________________________________________. ENGINEER OF WORK: BASHAR NAJAR RCE NO. 78159 NAJARS ENGINEERING 10769 WOODSIDE, AVE STE 204 SANTEE, CA 92071 (619)971-7514 12/19/2023 H&ATC L 0 E 0 c 0. N i 2 ~ i w 0 ·"-E ~ o> C ·c u u -~ o> C w w L ·"-0 z 'O ~ 0 Vl r---:::------;;,,---;:,,--------=i---6.5" PORTLAND CEMENT q CONCRETE (PPC) t,;r",....,,,-..,,...,,.......,,,....,,.--,,...,,,.......,,..."""°"...,,...,,..-~,;;:{:2\:=~---6" CLASS 2 AGGREGATE BASE (AB) BASE COURSE ,_, ___ 12" NATIVE SOIL 95% 11 RELATIVE COMPACTIED SUBGRADE PER ASTM-D-1557 PARKING/DISPENSING STATIONS --------3.0'-------- 1----1.5'----l 1.511 <I. 0 0 0 0 NOTE: 8" PCC 6" AB COMPACTED TO 95% MIN 20.0' l 12.0· CURB PER PLAN 4" WIDE HIGHWAY PAINT - 2 COATS TYP PARKING/DISPENSING STATIONS /-,.+---5" ASPHALT CONCRETIE (AC) CONCRETE SHALL BE 56O-C-325O DRIVE AISLE -TANKER TRUCKS CD ~SS.T~AVEMENT 200' SDG&E 20' SDG&E TREE TRANSMISSION TRIMMING EASEMENT EASEMENT 1---±l.5'---1--CONCR~~ STRIP-I 5"h 6" CURB & GUTTER PER SDRSD G-2 GATIE ARM BOLLARD-i-tn SEE DETAIL NOTE: b--'~f-"~'--'i:-~--6ar~~;,,,,f-"'-ci:;f--'ttar-"d SURFACE COURSE -?YU~--15" CLASS 2 AGGREGATIE BASE (AB) BASE COURSE l-111~111~111~111~111~111~111~111~~1 I I--~~~ANTIA~~ot0~~ii~ .. ----'u..,,_-=......,.:::-............ -__,_.u....----::: ......... =-...u..:::-............ -___. ........ -;:::u SUBGRADE PER DRIVE AISLE -TANKER TRUCKS ASTM-D-1557 2 ASPHALT PAVEMENT SCALE: N.T.S. st PAY STATION 6" CURB GRADE ~mi=r-----J SURFACE , ----=111 4.0' =□ BOLLARD SEE DETAIL , N I ;,, "' I 15" DIA MIN 3" DOME FILL POST WITH CONCRETE PAINT POST COLOR: BRILLIANT YELLOW SCHEDULE 40 STEEL PIPE 1" CROWN I' --GRADE 11 i-SURFACE CONCRETE FOOTING GATE ARM, PAY STATION AND SIGN POsr PER BUILDING PLANS CBC2O23-OO86 BOLLARD DETAIL 6 PAY STATION ISLAND DETAIL SCALE: N.T.S. 200' SDG&E TRANSMISSION I 20' SDG&E TREE TRIMMING EASEMENT EA.,_S=c=Ecc.cMc=E""NT"-'-· __________________ __, I I I I I I BIOFIL TRA TION BASIN 4.0' SIDEWALK I .---.--. ,--;-;',--'--;-'-;',--'--;'-;'~·-·-·,....,...·---,----.---·. 1--------~ .... ,, --FF=z01.45 .=2D,.,,,_ ___ _ -----EGJ ---- 24" DEEPENED FOOTING 45' MAX WITI-1 SOIL BACKFILL 15" PVC STORM PIPE CONCRETE LUG PER D-63 9 A SECTION A-A SCALE: N.T.S. 12" SPRINGLINE CONCRETE LUG SCALE: N.T.S. PERFORATED 6" STORM PIPE WATER NOTES INLINE AREA DRAIN B SECTION B-B SCALE: N.T.S. 1, WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFlCE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CAWNG THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438 3891 INSPECTION RFOIJESJS MllST BF RECEIYFD PRIOR JO ?· 00 P M ON IHF WORK DAY BEFORE IHE INSPECTION IS NEEDED INSPECTIONS Ydl I BE MADE JHE NEXT WORK DAY UNLESS YOU REQUEST OJHERWISE REQUESTS MADE AFJER 2: oo P M, WILL BE SCHEDULED FOR JWO FULL WORK DAYS LATER, 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STIRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTIRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTIMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WI-IERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT l'llRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTIM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTIRACTOR TO SUBMIT E-28 FORM TO CM&:I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. 3 RIBBON GUTTER SCALE: N.T.S. FF=202.07 6" CURB & GUTTER C RETAINING WALL 6" GUTTER SECTION C-C SCALE: N.T.S. 4 8 PARKING SPACE STRIPING SCALE: N.T.S. 6" CURB AND GUTTER 12" WIDE CURB OPENING SCALE: N.T.S, TOP OF REINFORCEMENT BAR FLUSH WITH TOP OF CONCRETE 7 /8" DIA. HOLE i" REINFORCING BAR EMBEDDED 18" INTO SUBGRADE CD ~~~;2AST CONG. WHEEL STOP ~ES$/~ ?Q~ k78159 Exp opl!D C,V\\. Q:-0\\, "AS BU I LT" RCE __ _ EXP,---- REVIEWED BY: INSPECTOR fSHml CITY OF CARLSBAD ~ ENGINEERING DEPARTIMENT GRADING PLANS FOR: DATE DATE BP/ARCO FACILlTY 5792 PALOMAR AIRPORT RD CAR WASH t-----+---+----------------t----+--+----+---t ~G=R=2=02=3=-=0=0=02===N=OTE=S=, =D=ET=A=IL=S=AN=D=S=EC=TI=O=N=S==~ APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OTHER APPROVAL ClY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CUP 91-03C 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 ____________________________________________________________________. ENGINEER OF WORK: BASHAR NAJAR RCE NO. 78159 NAJARS ENGINEERING 10769 WOODSIDE, AVE STE 204 SANTEE, CA 92071 (619)971-7514 EXPLODED VIEW d f NOTES: 1. CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SECTION PLAN EXISTING CONCRETE #3 REBAR STAKE SUSPENSION METHOD. LENGTH OF STAKE APPROX. 16" 12" H-20 TRAFFIC CHANNEL GRATE WITH UV INHIBITORS FELT EXPANSION JOINT EXISTING CONCRETE f FLOGARD CATCH BASIN INSERT FILTER PER DETAIL 6, SHEET 7 12/19/2023 H&ATC L 0 E 0 c 0. N i 2 ~ i w 0 ·"-E ~ o> C ·c u u -~ o> C w w L ·"-0 z ~ ·c D u §. L 0 iii 0 t 3- c:; 'O ~ 0 Vl GRATE PER DETAIL 1 STAINLESS STEEL SUPPORT BASKET FOSSIL ROCK POUCHES BERM SOUTI-1 OF BMP-A 198.08 TOP OF BERM 197.58 FG FILTER LINER & UPPORT NETTING~- 30" NYLOPLAST DRAIN BASIN PER DETAIL 1 ' '" (9 " •• BMP-A WEST BASIN FloGard FILTER INSTALLED GRATE FRAME PER DETAIL 1 FLOGARD INLET FILTER (FGP-RF30F) SCALE: N.T.S. '" • . '" EARTH.--~ ,_ ____ 26' ____ _, REMOVABLE CAP FOR PERIODIC MAINTENANCE. / " ' f-12· _J_ I 200· SDG&E I 20· SDG&E TREE TRANSMISSION EASEMENT i TRIMMING EASEMENT 202.05TW FILTER COURSE LAYER (6" THICK -WASHED PEA GRAVEL) *3" WELL-AGED SHREDDED HARDWOOD MULCH THAT HAS BEEN STOCKPILED OR STORED FOR IMPERMEABLE LINER. 30MILS MIN A TLEAST 12 MONTHS **SOIL MIX CONSISTS OF: 85-55% WASHED SAND 8-12% FINES (SILT & CLAY) 3-5% ORGANIC MATTER CONCRETE TRENCH DRAIN. (SHOWN) PAVEMENT.-------- 2 OUTFALL 12" PVC STORM DRAIN PIPE CONNECT TO POINT OF DISCHARGE AT EXISTING 33" STORM PIPE 196.631E 6" PERFORATED UNDERDRAIN PIPE WITH AN END CAP AND A 0.58" DIAMETER ORIFICE BIOFILTRATION BASIN SCALE: N.T.S. NOTES: FINISHED --i SURFACE PER PLANS 8" SOLID GRATE. SEE NOTE 1 BELOW. 1) FOR DRAINS SUBJECT TO VEHICLE LOADING, FRAME AND GRATE SHALL BE DUCTILE IRON AND CAPABLE OF HS-20 TRAFFIC LOAD. OTHERWISE, PLASTIC FRAME AND GRATE. CONCRETE CURB. INVERT PER---""'=&-<..... PLANS 30" DRAIN BASIN FOR EMERGENCY OVERFLOW FITTED WITH FLOGARD CATCH BASIN INSERT FILTER PER DETAIL 3, SHEET 7 200.63TG _[202.05TW WALL OPENING 1 201.88 TC SEE DETAIL THIS rr -1 SHEET I L 18" I I 201.38 FL I I I TW 32" OPENING TC 6" FL 3' WIDE RIBBON GUTTER (IF APPLICABLE) WALL OPENING DETAIL 4 FINISHED ---1 SURFACE PER PLANS STANDARD "PLASTIC" FRAME AND GRATE. --'"'C::::::,,,..,:::::'.1 SIZE PER PLAN NYLOPLAST DRAIN BASIN OR EQUAL. SIZE PER PLAN WATERTIGHT JOINT PIPE PER PLAN 6" SUMP (18" DRAIN BASIN) 10" SUMP (30" DRAIN BASIN . .£L_ ____ +-----'-s:-...:c::,,mo;,~~ HOPE SUMP INSERT ADDED INTO BOTTOM OF STRUCTURE, UP TO INVERT ELEVATION 1 DRAIN BASIN SCALE: N.T.S. 4 5 INLINE AREA DRAIN OUTLET. RUBBER GASKET MATERIAL. "---OUTLET ADAPTOR & BYPASS WEIR. "---FILTER ELEMENT SHEATHED IN GEOTEXTILE SLEEVE. ,,..---.::--__ FOSSIL ROCK ABSORBENT POUCHES. SCALE: N.T.S. "AS BU I LT" RCE __ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ cr1x1N£!G ~E¾A~~~~AD ~ GRADING PLANS FOR: BP/ARCO FACILlTY 5792 PALOMAR AIRPORT RD CAR WASH 1----+---+---------------+-----t--1----+----< ~GR=2=0=23=-=0=00=2=========DE=T=Al=LS====~ 1----+---+---------------+------1--1----+-----1 APPROVED: JASON S. GELDERT (9 TRENCH GRATE SCALE: N.T.S. (9 FLOGARD CATCH BASIN INSERT FILTER-TRENCH DRAIN STYLE (FG-TDOF6) ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DATE 1----+---+'-...._-------------+------1--1----+-----1 DWN BY: __ DATE INITIAL I--DA_TE___.__INI_TlAL--+_D_ATE___._IN_ITl_AL--1 CHKD BY: __ PROJECT NO. CUP 91-03C DRAWING NO. 541-3A SCALE: N.T.S. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ClY APPROVAL RVWD BY: DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 10/09/2023 10/09/2023 10/29/2023 H&ATC L 0 -Iii 0 .,, L 0 E 0 c 0. N i 2 ~ i w 0 ·"-E ~ o> C ·c u u -~ o> C w w L ·"-0 z ~ ·c D u §. L 0 -Iii 0 t 3- c:; "' TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) CITY OF' OCEANSIDE VICINITY MAP STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REOUIREUENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHAU BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: BASHAR NAJAR FROM: NAJARS ENGINffRING AT 619-971-7514 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MOD/RED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHAU RESTORE AU EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. EROSION CONTROL HYDRQSEEDING, PLANUNG AND {RR/GA UQN 1. AU PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHAU BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/RCA TIONS AND THE FOLLOWING: A HYDROSEED/NG SHALL BE APPLIED TO: 1 AU SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBUC WALL OR STREET. b. AU SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLA TT£R THAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING. b. /DENT/RED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION /DENT/RED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 7. AU REMOVABLE PROTECTIVE DEVICES SHAU BE IN PLACE AT THE END OF EACH WORKING B HYDROSEED/NG AREAS SHAU BE IRRIGATED IN ACCORDANCE WITH THE DAY WHEN RV£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40:t). SILT AND OTHER D£8RIS SHAU BE REMOVED AFTER EACH RAINFALL. 8. AU GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. AU EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES AU BUILDING PADS. UNRNISHED ROADS. AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WIU BE UPGRADED, IF NECESSARY. TO PROVIDE sumC/ENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTAUED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTAUED AND MAINTAINED. 13. A MINIMUM OF 125:t OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABIUZA TION OR ESTABLISHED VEGETATION STABIUZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "wt::A THER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT {A PREDICTED STORM EVENT IS DEANED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL wt::A THER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABIUTY. 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 ABIUTY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS UM/TED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES. GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS AUOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. AU DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA }S THE ABIUTY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS lJJlI. sumC/ENT. BMPs NEED TO BE INSTAUED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40:t CHANCE OR GREA T£R OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR Will VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE /5 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WRK NDTICE OR OTHER ENFORCEMENT ACTION. 19. AU TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED W££Kl Y AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50:t, AND AFTER A RAIN EVENT. IN ADDITION, TR£A TMENT CONTROL BMPs MUST BE SERVICED AS N££DED 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 IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. AU CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHAU DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DERNED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL wt::A THER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL wt::ATHER SERVICE FORECAST SHAU BE MONITORED AND USED BY THE DEVELOPER ON A DAil Y BASIS. IF PREC/PITA TION IS PREDICTED ( 40% CHANCE OF RAIN}, THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHAU BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PREC/PITA TION. THE DEPLOYMENT OF THE BMPS SHAU INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND Sil T FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTAU 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 ESTABUSHED VEGETATION STABIUZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "wt::A THER TRIGGER£[) ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "wt::A THER TRIGGERED BMPS~ FOLLOWING CRITERIA: I AU SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHAU BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE 2 AREAS SLOPED LESS THAN 6: I SHAU BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/AC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA TION SHAU MAINTAIN THE MOISTURE LEVEL OF THE SOil AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEED/NG MIX SHAU CONSIST OF All OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. 3/bs PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs PER ACRE OF ACH/llEA MILLEFOL/A e. 3/bs PER ACRE OF Al YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE IF 0/MORPHOLECA g. ITEMS c, d. e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TED WITH A NITROGEN RX/NG BACTERIA AND APPUED DRY EITHER BY DRIWNG OR BROADCASING BEFORE HYDROSEED/NG. i. AU SEED MATERIALS SHAU BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CAUFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIACATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C wt::mNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE I MULCH APPUED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE TYPE 6 MULCH {STRAW} MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICAll Y PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOil. 3 FERTIUZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15% SULPHUR APPUED AT THE RATE OF 500 lbs. PER ACRE D AREAS TO BE HYDROSEEDED SHAU BE PREPARED PRIOR TO HYDROSEED/NG: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WAL.KING SLOPES STEEPER THAN 6: I. b. HARROWING AREAS 6: I OR FLA TT£R THAT ARE sumC/ENTl Y FRIABLE. 2 AREAS GRADED FLA TT£R THAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOil MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOil AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND All BONDS RElEASED. 2. AU SLOPES SHALL HAVE IRRIGATION INSTAUED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN {10) DAYS OF THE TIME WHEN~ SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM/NATION OF HYDROS££DED SLOPES FAil TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER I, THE SLOPES SHAU BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA mNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPUSHED ON AU 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/APPLICANr SHAU ENSURE THAT AU CONTRACTORS SHAU COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. NAME OF' PREPARER:~B:=A=SH=A~R~N=A=J.~~R~------ QUAUFICA llON OF' PREPARER· PE, OSD, OSP ADDRESS: 10769 WOODSIDE A \IE, SUITE 204 5AN1IT, CA 92071 PHONE NO.: 619-971-7514 78!59 R.C.£/CERT. NO. ,;a:~ I No 1a1s1 • PIQO C,V\\.c ~ 09/30/2025 UC. EXP. GATE GATE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs .§ .§ .§ --.., -5 .., 5 --"' " .., .§ .fl 6 <.> <.> .§ .s; ·E' E 6 ~ 6 -~ ~ -,g 2 .., .Q. .l!l 5 -.., ., "' -~ ..!!! --.s; "S- ::, ~ "' ~ .!,! ~ .... " §~ .s; .s; ., ., ., ~ ..s-" .§ ., 0-"' g. c:'is Best Management Practice* .. ~ .s; a:, i}-8[ 8 ~ .l!l ~ i---C: "' "' ., ~ ., ~ 'i JJ --i] ~ .s; i:i ill .s; ., .., ~ .. C: ., 5 (BMP) Description ➔ .e ~ Sl .. V, .s; g -!!! ! 11 "' e c: 8 8 .., ., i C: c:, -.. -] ~ ~ Q) & ~ -Cl) .s ]1 ] E', 6 !s " "' i~ ::, E ., E ~ ;r "" 5 c:, (5 g, Q .e .. " ill -c:, "' ~ Q: -§ -01:.::; i .!:! .s; :§ & ti "" ct 0 0 .. -.. .!! ..c: " ~ ti l '8 ~] ~~ ~:;:; 'ii ! "' ~ "' ~ "' " .. i .., .. ~ .. ::, ..0 ~ ·-.., ·i ~ -~ § ~e " .., " " " <.> " :!::::--.s l '€l " -<.> --!b .!!! & 0 ts"' -.. e ~ <.> 6 ..s e .l:! "' " e -J~ -o -0 :::;,;; ·-C: ~§ fs § C:., ct Gl i ~ ~ 0 ~ en~ en& cl:'.<§ 0 "-" -bl-8 ti " Jli :i:: Lii c!s <!) V, V, 0.: V, .s; :ii <l. <l. ~v, ~ V, v,~ :i:: ~ c..,~ CASQA Designation ➔ "' .... " "' 0, -.., .... LO " "' c:, "' .., " "' -"' .., .... LO co "' 0, --co ---I I I I I I I I ~ ~ ~ ~ ~ ~ I I I I I I I I ii: ii: I I ~ ~ Construction Activity ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i i i i i i i i X Gradinn /Soil Disturbance X X X X X X X X X X X X X X X Trenchina/Excavation X X X X X X X X X X X X Stockailina X X X X X X X X X X X Dr/I/Ina /Borlna X ConcretelA=halt Sawcuttina X X X X X X X X X X X Concrete Flatwork X X X X X X X X X X X X Pavina X X X X X X X X X X X X Conduit/l'ioe Installation X X X X X X X X X X X Stucco/Mortar Work X X X X X X X X Waste Disnosal X StaainnA.av Down Area X X X X X X X X Eauioment Maintenance and Fuelina Hazardous Substance Use/Staraae DewaterinQ X Site Access Across Dirt X X X X X X Other Oist): Instructions: 1. Check the box to the left of all appllcable construction activity (first column) expected to occur during construction. 2. Located alon_g the top af the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction fram the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and deta17s of the chosen BMPs and how to apply them to the project. LEGEND DESCRIPTION EC-2, PERSERVA TION OF EXISTING VEGETATION EC-4, HYDROSEEDING EC-10, VELOCITY DISS/PA TION SE-I, SILT FENCE 5£-6, SE-10, GRA\rfl BAG AND INLET PROTECTION SE-5, FIBER ROLLS SE -7, STREET SWEEPING TR-I, STABIUZED CONSTRUCTION ENTRANCE FLOW LINE NS-I, WA 7E'R CONSERVATION PRACTICES NS-3, PAVING AND GRINDING OPERATIONS KM-1, MA7E'RIAL DELIVERY AND STORAGE KM-2, MA 7E'RIAL USE KM-3, STOCKPILE MANAGEMENT KM-4, SPILL PREVENTION AND CONTROL KM-5, SOLID WAS7E' MANAGEMENT KM-6, HAZARDOUS WAS7E' MANAGEMENT KM-B, CONCRE7E' WAS7E' MANAGEMENT KM-9, SANITARY/SEPTIC WAS7E' MANAGEMENT CONSTRUCTION FENCE SYMBOL I EC-2 I .. .. . . .. . . . . . .. . . . . . .. . . . . . . .............. . . . . . .. . . . . . -0>------1D>---- = -0>----<0>---- I SE-7 I R:3--dlll 110-Bd -<-<-<-<-- NS-1 NS-J WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 Wl,/-8 WM-9 ----x--- QUANTITIES 1,568 SF N0.2 BACKING 284 LF 313 EA 112 LF 720 SF 600 LF DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE rnA T I AM rnE ENGINEER OF WORK FOR THIS PROJECT, rnA T I HAVE EXERCISED RESPONSIBLE CHARGE OVER rnE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT rnE DESIGN IS CONSISTENT 'MTH CURRENT STANDARDS. I UNDERSTAND rnAT rnE CHECK OF PROJECT DRA'MNGS AND SPECIF/CA nONS BY rnE CITY OF CARLSBAD DOES NOT REUE\IE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN . NAJARS ENGINEERING 10769 WOODSIDE A VE, SUITE 204 SANTEE, CA 9,Lu-,,n 619-971-751 ~~#:9-i!-F::;~~ R.C.E. N0.:_...,,7,.:.81"'"5""9 ___________ _ REGISTRA nON EXP/RA noN DA TE: 09/30/2023 OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: {I) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUrANTS; AND (2) ADHERE TO, AND AT All TIMES. COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK /5 COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. ~ PALOMAR AIRPORT PARTNERS/I UC DATE PACIFIC OCEAN 78 CITY OF' ENCINITAS APN: 213-092-11-00 SITE ADDRESS: 1991 PALOMAR AIRPORT ROAD, CARLSBAD, CA 92011 NOT TO SCALE AREA OF DISTURBANCE AREA OF DISTURBANCE _2_0_,4_0_7 __ S.F. {THIS AREA INCLUDES BUT IS NOT LIM/7E'D TO OFF-S/7E' WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAmc, SOIL/GRAVEL PILES, UTIUTY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA l'S) CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX): ■ HIGH □ MEDIUM OWNER/APPLICANT: NAME: PALOMAR AIRPORT PARTNERSl,f UC ADDRESS: 3278 VISTA MATAMO. El CAJON, CA 92019 TELEPHONE NO.: 619-454-4488 EMERGENCY CONTACT: NAME: BASHAR NAJAR ADDRESS: 10769 WOODSIDE A VE, SUITE 204 SANTEE, CA 92071 TELEPHONE NO.: 619-971-7514 "AS BU I LT" RCE __ _ EXP.---- REVIEWED BY: INSPECTOR fSHml CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT GRADING PLANS FOR: DATE DATE BP/ARCO FACILlTY 5792 PALOMAR AIRPORT RD CAR WASH t---->-----+-----------------+------1---+----+------1 ~G=R=2=0=23=-=0=0=0=2=======n£=R=2=5=~=~=P=C=O=VE=R======: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OTHER APPROVAL ClY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. CUP 91-03C 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW 33" R C P 33" R C P MAP 8418CARLSBAD TRACT NO. 73-49LOT 17 Conc . 20 5 20 5 195 200 180 185 190 195 2 0 0 180 185 190 195 19 0 195 200 19 5 195 200 205 RW RW RW RW RW 18 " R C P 19 8 1 9 9 19 9 19 8 197 196 20 1 200 2 0 0 199 200 20 1 20 1 2 0 2 2 0 3 2 0 4 204 203 200 CA M I N O V I D A R O B L E PAL O M A R A I R P O R T R O A D VAN ACCESSIBLE EV VAN ACCESSIBLE NO PARKING NO PARKING EV PARKING ONLY EV PARKING ONLY EV PA R K I N G ON L Y VA C U U M VA N AC C E S S I B L E NO PA R K I N G H&ATC L C £ 00 C .c N L C E C c "- N ,.._ / 0 0 / V -~ ·.: !;,- 00 -0 ·"-e !?-"' C ·.: V V C ·5, C w (j j C V, " !l -C a: I I I I / I , I I I .... I •· . . ·. , ..... , . ·> ... • . , / • . ... / . _ .. _ ', ,. • . i . . . . . . · / ~; / 1/. C I PARTY RESPONSIBLE FOR MAINTENANCE: NAME: PALOMAR AIRPORT PARTNERSM LLC ADDRESS: 3278 VISTA MATAMO, EL CAJON, CA 92019 PHONE NO.: 619-454-4488 CONTACT: SAMIR SALEM :f I :f I I I I I I I I I I 0 .• ./ . , .. '--"--" BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFAClURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTilUTIONS 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. BMP CONSTRUCTION AND INSPECTION NOTES: • • THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. SITE DESIGN SC-A: OVERHEAD COVERING SC-C: WIND PROTECTION SC-D: SANITARY SEWER SC-F: STORM DRAIN SIGNAGE SOURCE CONTROL SD-B: DIRECT RUNOFF TO PERVIOUS AREAS SD-K: SUSTAINABLE LANDSCAPING ' --------::: ' r .. ~--- ', ""-4illlii .... ' __ : ~ /-·'. _/\, . .. • ~~:, "'i!Q~ • • ).:;::.,..;:;..J;---.,,. • • ... • >-. • .. ·,. . • ~· .· .. 2 • < ----. ' ,,,-1 .-~ .' '-< ' ---.. ---.. ISC-AI DA 1E INITIAL ENGINEER OF WORK PLAN PREPARED BY: COMPANY: NAJARS ENGINEERING ADDRESS: 10769 WOODSIDE AVE, STE 204, SANTEE, CA 92071 PHONE NO.: 619-971-7514 I EC-21 ~ES$/~ ?G.~ No 78159 PR/JP~ DA 1E INITIAL DA 1E INITIAL REVISION DESCRIPTION OTHER APPROVAL OlY APPROVAL - 0 40' ------SCALE: 1 "= 20' "AS BU I LT" RCE___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: BP/ARCO FACILITY 5792 PALOMAR AIRPORT RD CAR WASH GR 2023-0002 APPROVED: ENGINEERING MANAGER DWN BY: CHKD BY: __ _ RVWD BY: 7/ER 2 SIWPP PLAN JASON S. GELDERT RCE 63912 EXP. 9/30/24 DAlE PROJECT NO. CUP 91-03C DRAWING NO. 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW 33" R C P 33" R C P MAP 8418CARLSBAD TRACT NO. 73-49LOT 17 Conc . 20 5 20 5 195 200 180 185 190 195 2 0 0 180 185 190 195 19 0 195 200 19 5 195 200 205 RW RW RW RW RW 18 " R C P 19 8 1 9 9 19 9 19 8 197 196 20 1 200 2 0 0 199 200 20 1 20 1 2 0 2 2 0 3 2 0 4 204 203 200 CA M I N O V I D A R O B L E PAL O M A R A I R P O R T R O A D VAN ACCESSIBLE EV VAN ACCESSIBLE NO PARKING NO PARKING EV PARKING ONLY EV PARKING ONLY EV PA R K I N G ON L Y VA C U U M VA N AC C E S S I B L E NO PA R K I N G 10/09/2023 H&ATC ~ 0 £ 00 0 .0 ~ "' N :g 0 " ~ 0 f/) " !l -0 a: / I / I , I / I , I I .... I •· .. ·. , ..... , . ·> ... • . , / • . ... / . _ .. _ ', ·" • • i .. . . .. · / ~, , / 1/ -- \ -· ' 1 / --/~/ / / / / I .............................. PARTY RESPONSIBLE FOR MAINTENANCE: NAME: ADDRESS: PALOMAR AIRPORT PARTNERSM LLC 3278 VISTA MATAMO, EL CAJON, CA 92019 PHONE NO.: 619-454-4488 CONTACT: SAMIR SALEM PLAN PREPARED BY: COMPANY: NAJARS ENGINEERING ADDRESS: 10769 WOODSIDE AVE, STE 204, SANTEE, CA 92071 PHONE NO.: 619-971-7514 :f / :f / :f I I I )_ :f / I I .✓/6 0 I /I_~ / '1 / I ·:, I I •. I I I ' . '/ /. I /2 / / 7 BMP NOTES: / I / / / 7 / / J I / r-· -, // ,-" , __ I , _,,, ) _./ ,_,- /"" 0 // // D // /2 / /7 / "/ /. / / / 7 / --<;// 7 / .r 7 / .• ' . 1. lHESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR lHESE PLANS. 2. NO CHANGES TO lHE PROPOSED BMPS ON THIS SHEET WllHOUT PRIOR APPROVAL FROM lHE CITY ENGINEER. 3. NO SUBSTITUTIONS TO lHE MATERIAL OR TYPES OR PLANTING TYPES WllHOUT PRIOR APPROVAL FROM lHE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL lHE CITY INSPECTION STAFF HAS INSPECTED lHIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. BMP CONSTRUCTION AND INSPECTION NOTES: • • □ lHE EOW WILL VERIFY lHAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH lHE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY lHE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF lHE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER lHE REQUIREMENTS OF lHE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY lHAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, lHE DEVELOPER IS RESPONSIBLE FOR ENSURING lHE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY lHE NEW HOMEOWNER OR HOA WllHOUT lHE APPROVAL OF THE CITY ENGINEER. SITE DESIGN SC-A: OVERHEAD COVERING SC-C: WIND PROTECTION SC-D: SANITARY SEWER SC-F: STORM DRAIN SIGNAGE SOURCE CONTROL SD-B: DIRECT RUNOFF TO PERVIOUS AREAS SD-K: SUSTAINABLE LANDSCAPING ' '----::: ' \._ ~--- ', ""-4illlii .... ' __ : ~ /-·'. _/\, . .. I I . . . . . . >:, SD . . . . \~~~~~u.,...;....;...4~·'-:':-'· ••• ,,. ... '>l •. • I ~ • . ~ ··r,,.,,, . .,,.,,ffi,,.,,,..-1"\ •. ~'.:j=='=============='==ii ,_ BMP BMP TYPE SYMBOL ID # HYDROMODIFICATION & CD BIOFIL TRA TlON lmrrr•••••I••••I AREA ® BIOFIL TRA TlON 1 ············1 AREA ):i:;:i:i::i::::t::;:::::;:::::::;::: SOURCE CONTROL @ BMP SIGNAGE 9 0 STENCILS ~WP TRASH CAPTURE @ INLET FILTER • ® TRENCH FILTER . . .. •• >-. • .. ·,.. • ~• .· "' • I . ..,. BMP CASQA QUANTITY NO. TABLE DRAWING NO. TREATMENT CONTROL TC-32 758 SF. DWG 541-3A TC-32 956 SF. DWG 541-3A SD-13 3 EA. DWG 541-3A SD-13 2 EA. DWG 541-3A TC-50 3 EA. DWG 541-JA TC-50 1 EA. DWG 541-JA • < ----. ' ,,,-1 --~ -' '-< > ...__ ...__ . . -rn •. jsD-•. •. ". ;: .. ---~ ~·::..-.i~.:,;. ·----...;~:.:. __ i.:...:...:. . . . . . . . . . .... .. . •. ~-. •· ' ·.--~-~--· ......,. • ·"'-' • ·I\. ' / -•• ....... ...__ ...__ ...__ ...__ . . . . . . . .. . . . . . . . . . . .. . .................. J\11 lllv!P signage shall be installed for each strnctural llMI' basin (I'-.;F-1, INF-2, l'R-1, and llF-1). Signage size shall be no smaller th an 18" by 12" (landscape orientacion), constructed of durable materials, permanen tly mounted and in a visible loca tion. PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING OUR WATERWAYS CLEAN MAINTAIN WITH CARE -NO MODIFICATIONS WITHOUT AGENCY APPROVAL 8 BMP SIGNAGE SCALE: N.T.S. ----- ,..,_ -~. --..: ---..;_ . ' . :_. ----- - ---- :·CJCJ ~fl====:===:===:=f"l==s=c =-==A==!===================-==========1'.r=:.,=='=··==·==·=·•==;==·~· ·:,;·!:~•~>~-~'±-:e.;.._,...,....,,·r , . _. /-:~~-~-' \';-: ~-'~ ..... < ~:~~\~ ~-·. ---r --lsc--cl --\-....J1,.;:.sc.;:;...=--....:;D....._I~_,,.!:::_.''.:-:::···;:·,.:_:. . _, .. ,:i:._·:::; :7"""~~~~m •• ·" ~~ ="""" , •·--·.:,'c..._ .. .,_· . ~~ ·> ..... SHEET INSPECTION MAINTENANCE NO.(S) FREQUENCY FREQUENCY 4,7 QUARTERLY SEMI-ANNUALL' 5,7 QUARTERLY SEMI-ANNUALL' 4,5 QUARTERLY AS NEEDED 4,5 QUARTERLY AS NEEDED 4,5,7 QUARTERLY QUARTERLY 4,5,7 QUARTERLY QUARTERLY - "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA \IE' EXERCISED RESPONSIBLE CHARGE O\IE'R THE DESIGN OF THE PROJECT AS DERNED IN 5EC710N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN 15 CONSISTENT WITH CURRENT STANDARDS. BY THE 0 40' ------SCALE: 1 "= 20' I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 5PECIFICA710N5 CITY OF CARLSBAD DOES NOT RELIE\IE' ME, AS ENGINEER OF WORK, RESPONSIB/L/71E5 FOR PROJECT DESIGN. NAJAR$ ENGINEERING 10769 WOODSIDE A \IE', SUITE 204 SANTEE, CA 92071 OF MY ~~ESS~l ~ ?Q~ "AS BU I LT" 619-971-7514 DATE: _______ _ No 78159 PR/JP~ R.C.E. N0.:_~7,~8~15~9~------------ REGl57RA 710N EXP/RA 710N DA TE: 09/3012025 DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OlY APPROVAL RCE___ EXP,----DATE REVIEWED BY: INSPECTOR DATE fsiiml ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: BP/ARCO FACILITY 5792 PALOMAR AIRPORT RD CAR WASH GR 2023-0002 APPROVED: ENGINEERING MANAGER DWN BY: CHKD BY: __ _ RVWD BY: SINGLE SHEET BMP EXHIBIT JASON S. GELDERT RCE 63912 EXP. 9/30/24 DAlE PROJECT NO. CUP 91-03C DRAWING NO. 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE BEFORE STARTING WORK, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT. 4. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THESE STRUCTURAL DRAWINGS. 5. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH LOCAL STANDARDS AND THE APPLICABLE PROVISIONS OF THE 2022 CALIFORNIA BUILDING CODE (C.B.C.) AS AMENDED BY THE COUNTY OF SAN DIEGO. 6. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC.. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE OR SHE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT CONSTITUTE INSPECTION OF THE ABOVE ITEMS. 8. THIS STRUCTURE IS DEPENDENT UPON DIAPHRAGM ACTION FOR LATERAL STABILITY. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE ERECTION SHORING AND BRACING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 9. OPENINGS, POCKETS, SLEEVES, BLOCK-OUTS, ETC. SHALL NOT BE PLACED IN SLABS, BEAMS, GIRDERS, COLUMNS, WALLS, FOUNDATIONS, ETC. UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. THE ENGINEER SHALL BE NOTIFIED WHEN OTHER DRAWINGS SHOW OPENINGS, POCKETS, SLEEVES, BLOCK-OUTS, ETC. THAT ARE NOT SHOWN ON THESE STRUCTURAL DRAWINGS. 10. NO PIPES OR DUCTS SHALL BE PLACED IN FOUNDATION SLABS UNLESS SPECIFICALLY SHOWN OR NOTED ON THESE STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DETAILS FOR AVOIDING THE INTERFERENCE OF MATERIALS TO BE EMBEDDED IN CONCRETE INCLUDING BUT NOT LIMITED TO REINFORCING STEEL, MISCELLANEOUS STEEL AND CONDUITS. THIS IS BEST ACCOMPLISHED THROUGH CAREFUL COORDINATION OF SHOP DRAWINGS. 12. PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL LOCATE EXISTING UTILITY SERVICES IN AREAS TO BE EXCAVATED. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES IN THE WORK AREA AND SHALL REPAIR ANY DAMAGE CAUSED BY HIS OR HER OPERATIONS AT HIS OR HER OWN COST. 14. ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED FROM FINISHED FLOOR. 15.ALL ASTM STANDARDS LISTED HEREIN, SHALL BE OF THE ISSUE LISTED IN THE CURRENT ANNUAL BOOK OF STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS. 16. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE COUNTY OF SAN DIEGO. 17.THE TESTING LABORATORY MUST BE APPROVED BY THE COUNTY OF SAN DIEGO. DESIGN CRITERIA 1. SEISMIC DESIGN CRITERIA: SITE CLASS C SEISMIC DESIGN CATEGORY D RISK CATEGORY II SS = 1.001 S1 = 0.364 SDS = 0.734 I = 1.0 FOUNDATION NOTES 1.FOR CHARACTER OF FOUNDATION SOIL, SEE SOILS REPORT BY APPLIED CONSULTANTS, FILE NO. JLVG/BJL 1/14/2022, DATED JANUARY 14, 2022. 2. THE ALLOWABLE SOIL BEARING PRESSURE IS 1500psf FOOTINGS. THE ALLOWABLE SOIL BEARING PRESSURES MAY BE INCREASED BY ONE THIRD WHEN CONSIDERING LOADING OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES. 3. FOOTINGS SHALL EXTEND TO A MINIMUM DEPTH OF 1'-6" BELOW LOWEST ADJACENT SOIL GRADE. 4. THE DESIGN PARAMETERS FOR EARTH RETAINING STRUCTURES FOR THE SUBJECT PROPERTY IS: 4.1. ACTIVE PRESSURE: 45pcf 4.2. PASSIVE PRESSURE: 350pcf 4.3. COEFFICIENT OF FRICTION = 0.35 5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. 5. ALL FOOTINGS ASSUMED TO BE CAST AGAINST EARTH IN NEAT EXCAVATIONS. MASONRY 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 2022 CALIFORNIA BUILDING CODE AND ACI 530/530.1, "BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES," LATEST APPROVED EDITION. 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C 90, MEDIUM WEIGHT. THE COMPRESSIVE STRENGTH OF THE UNITS SHALL BE 1900psi. 3. THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY, f'm = 2000psi. 4. ALL WALLS SHALL BE GROUTED SOLID. LIFTS SHALL NOT EXCEED 5'-0" IN HEIGHT UNLESS HIGHER LIFTS ARE APPROVED BY THE ENGINEER OF RECORD. CLEANOUT HOLES SHALL BE PROVIDED AT THE BASE OF ALL GROUTED CELLS, AND SHALL BE SPACED NO GREATER THAN 32"o.c. FOR SOLIDLY GROUTED MASONRY. GROUT SHALL BE MECHANICALLY VIBRATED. 5. GROUT SPACES SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES AND ANY OTHER DELETERIOUS MATERIALS. 6. GROUT CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR 1 1/2" BELOW THE TOP OF THE UPPERMOST UNIT. 7. MORTAR SHALL CONFORM TO ASTM C270, TYPE S, WITH AN AVERAGE 28-DAY COMPRESSIVE STRENGTH OF 1800psi MINIMUM. 8. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000psi. 9. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60. 10.MASONRY CONSTRUCTION SHALL BE RUNNING BOND U.O.N. 11.ALL JOINTS SHALL BE FULL BUTTERED. ITEMS REQUIRING SPECIAL INSPECTION 1. MASONRY PER C.B.C. SECTION 1705.4 AND QUALITY ASSURANCE REQUIREMENTS OF TMS 602/ACI 530.1/ASCE 6. 2. STRUCTURAL CONCRETE PER C.B.C. SECTION 1705.3 AND TABLE 1705.3. 3. EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS PER C.B.C. SECTION 1705.6 AND TABLE 1705.6. SPECIAL INSPECTION RULES 1.SPECIAL INSPECTIONS, STRUCTURAL TESTS, AND STRUCTURAL OBSERVATIONS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 17 OF THE 2022 C.B.C. 2. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF CARLSBAD, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 3. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO AND NOT A SUBSTITUTE FOR THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A BUILDING INSPECTOR. 4. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 5. THE FABRICATOR MUST BE REGISTERED AND APPROVED BY THE CITY OF CARLSBAD, FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP 6. THE FABRICATOR SHALL SUBMIT A "APPLICATION TO PERFORM OFF-SITE FABRICATION" TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 7. THE FABRICATOR SHALL SUBMIT A "CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION" TO THE INSPECTION SERVICES DIVISION PRIOR TO THE ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 8. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF CARLSBAD, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENT. 9. WHERE MATERIALS OR ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY THE CITY OF CARLSBAD, IN ACCORDANCE WITH C.B.C. SECTION 1703. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN C.B.C. SECTIONS 1703.5.1 THROUGH 1703.5.4. IDENTIFY ON PLANS THE NAME AND ADDRESS OF THE TESTING / INSPECTION AGENT. STANDARD HOOK 90 DEGREE HOOK OFFSET 1 6 LAP SPLICES D1 1 / 2 " D (1 1 / 2 " M I N ) 12 D U . O . N . D R R = 3D FOR #8 BARS AND SMALLER = 4D FOR #9 THRU #11 BARS D = BAR DIAMETER STANDARD HOOK 180 DEGREE HOOK D 4D 2 1/2" MIN R 6D O R 3 " M I N ( # 3 T H R U # 5 ) 12 D ( # 6 T H R U # 8 ) LAP PER SCHEDULE USE OFFSET ONLY WHERE SPECIFICALLY DETAILED AND AT COLUMNS NON-CONTACT SPLICE CONTACT SPLICE 18 18 9" CLR LAP SPLICE TYP 9" CLR .2 5 H .5 0 H .2 5 H H. 6" M I N "D" 3"2"MIN GRADE BEAM PER PLAN AND SCHEDULE TYP PIPING AND SLEEVE IN THIS AREA ONLY TYP (2) #5 BARS SLEEVE AND PIPE PER PLUMBING/MECHANICAL TYP WHERE THIS DIMENSION IS LESS THAN 3", DEEPEN GRADE BEAM AS SHOWN WHERE BOTTOM OF PIPE IS LESS THAN 3" ABOVE TOP OF GRADE BEAM, RECESS GRADE BEAM AND SPLICE REINFORCEMENT AS SHOWN TYP WHERE ADJACENT SLEEVES OCCUR, MINIMUM CLEAR SPACING IS 3xD NOTES: 1. PLACE PIPES AND SLEEVES PERPENDICULAR THROUGH GRADE BEAM ONLY. LENGTHWISE PLACEMENT AND ELBOWS ARE NOT ALLOWED. 2. SLEEVE TO OCCUR NO CLOSER THAN 2H FROM INTERSECTING BEAM. CONCRETE LAP SPLICES PER ACI 318 (INCHES) BAR SIZE LAP CLASS f'c=3000 psi 3 B 24 4 B 29 5 B 36 6 B 43 7 B 63 8 B 72 9 B 81 NOTES: 1. TABULATED VALUES ARE FOR NORMAL WEIGHT CONCRETE. DIVIDE BY 0.75 FOR USE IN LIGHT WEIGHT CONCRETE. 2. TABULATED VALUES ARE FOR UNCOATED OR ZINC-COATED REINFORCEMENT. 3. TABULATED VALUES REQUIRE CLEAR COVER OF AT LEAST 1 BAR DIAMETER AND CLEAR SPACING OF AT LEAST 2 BAR DIAMETERS. 4. FOR HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW THE BARS, MULTIPLY VALUES BY 1.3. 5. BARS LARGER THAN #11 SHALL NOT BE LAP SPLICED. 6. BUNDLED BARS ARE SUBJECT TO ADDITIONAL REQUIREMENTS AND SHALL NOT BE USED WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD. f'c=4000 psi 24 25 31 37 54 62 70 10 B 91 79 11 B 101 87 1CONCRETE LAP SPLICE SCHEDULE f'c=5000 psi 24 24 28 34 49 56 63 71 78 2 MINIMUM CONCRETE COVER FOR REINFORCING STEEL SURFACE CAST AGAINST EARTH...................................... SURFACE EXPOSED TO EARTH OR WEATHER: NO. 6 AND LARGER ..................................................... NO. 5 AND SMALLER BAR............................................ SURFACE NOT EXPOSED TO EARTH OR WEATHER: STRUCTURAL SLAB BOTTOM BARS......................... STRUCTURAL SLAB TOP BARS................................. COLUMNS, BEAMS, & GIRDERS ............................... WALLS ......................................................................... 3" 2" 1 1/2" 1" 3/4" 1 1/2" 1" NOTE: 1. CLEARANCE IS FROM SURFACE OF CONCRETE TO SURFACE OF STEEL. TYPICAL CONCRETE PROTECTION FOR REBAR L L L L L L L SINGLE LAYER OF REINFORCEMENT CORNER INTERSECTION OPTIONAL CORNER INTERSECTIONCORNER DOUBLE LAYER OF REINFORCEMENT L = PER 1/- FOR CONCRETE 4/- FOR MASONRY OPTIONAL CORNER CORNER BARS TO MATCH HORIZONTAL REINFORCEMENT TYP (2) #5 BARS (V) AT WALL TYP U.O.N. STD HOOK (2) #5 BARS VERTICAL AT WALL TYP U.O.N. STD HOOK CORNER BARS TO MATCH HORIZONTAL REINFORCEMENT TYP (2) #5 BARS (V) AT WALL TYP U.O.N. ALTERNATE BENDS TYP (2) #5 BARS VERTICAL AT WALL TYP U.O.N. 3TYPICAL REINFORCING AT INTERSECTIONS OF CONCRETE WALLS AND FOOTINGS 1. 2. 3. 4. 5. 6. NOTES: TABULATED VALUES ARE FOR GRADE 60 REINFORCING BAR AND MINIMUM 2000 psi MASONRY. TABULATED VALUES ARE FOR UNCOATED BARS. TABULATED VALUES ASSUME MINIMUM CLEAR COVER AND SPACING AS NOTED. #9 BARS ARE THE LARGEST DIAMETER BARS ALLOWED FOR USE IN MASONRY. BUNDLED BARS ARE NOT PERMITTED IN MASONRY. FOLLOW ACI-530 FOR CIRCUMSTANCES NOT MEETING THESE ASSUMPTIONS. MASONRY LAP SPLICES PER ACI 530 BAR SIZE 2" MIN CLEAR COVER & SPACING LAP (INCHES): 3 15 4 22 5 35 6 54 7 63 8 72 9 81 2.75" MIN CLEAR COVER & SPACING LAP (INCHES): 15 20 25 47 63 72 81 4MASONRY LAP SCHEDULE CONCRETE NOTES 1. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: W/C RATIO A. FOUNDATIONS ............................................................... 4500psi. 0.45 2. CEMENT SHALL COMPLY WITH ASTM C150, TYPE V . CLASS F FLY ASH MAY BE SUBSTITUTED UP TO A MAXIMUM OF 30% BY WEIGHT OF CEMENTITIOUS MATERIALS IN NORMAL WEIGHT CONCRETE. SLABS ON GRADE SHALL HAVE 25% BY WEIGHT FLY ASH, MAXIMUM WATER CONTENT SHALL BE LIMITED TO 40 GALLONS / YARD. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS, OR SLABS UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS. 4. REINFORCEMENT SHALL BE SECURELY SUPPORTED IN POSITION PRIOR TO PLACING CONCRETE. 5. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING U.O.N. 6. SPLICE CONTINUOUS REINFORCING WITH 2'-0" MINIMUM LAP U.O.N. PER 1/-. BARS SPLICED WITH NON-CONTACT LAP SPLICES SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN THE SMALLER OF ONE-FIFTH THE REQUIRED LAP SPLICE LENGTH AND 6". STAGGER SPLICES AT SLAB ON GRADE. 7. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318, LATEST APPROVED EDITION) AND THE "MANUAL OF STANDARD PRACTICE" BY CRSI, AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS. 8. PROVIDE BAR BENDS PER 8/-. 9. TYPICAL CONCRETE COVER FOR REINFORCEMENT SHALL BE PER 2/-. 10. REINFORCEMENT SHALL COMPLY WITH ASTM A615, GRADE 60, EXCEPT THAT REINFORCEMENT TO BE WELDED SHALL COMPLY WITH ASTM A706. REINFORCEMENT USED IN CONCRETE FRAME MEMBERS, SHEAR WALLS AND COUPLING BEAMS SHALL COMPLY WITH ASTM A706 UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD. 11. ALL WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1.4, "STRUCTURAL WELDING CODE -REINFORCING STEEL," LATEST APPROVED EDITION. 12. CONTRACTOR MAY STRIP FORMWORK AFTER CONCRETE IS 7 DAYS OLD AND HAS ACHIEVED 75% SPECIFIED COMPRESSIVE STRENGTH. NOTICE TO OWNER / OWNERS AGENT BY USING THIS PERMITTED SET OF CONSTRUCTION DRAWINGS FOR CONSTRUCTION AND/OR INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIALS TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. THE OWNER/OWNERS AGENT MUST EMPLOY THE SPECIAL INSPECTOR. NOTICE TO CONTRACTOR BY USING THIS PERMITTED SET OF CONSTRUCTION DRAWINGS FOR CONSTRUCTION AND/OR INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIALS TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 2x RISE 'D ' 'D ' 'D ' RISE 2'-0" MAX PER STEP TYP SPLICE LENGTH PER REINFORCING SAME SIZE AND SPACING AS FOOTING REINFORCEMENT 3" CLR 1 5STEPPED FOOTING 6TYPICAL PENETRATION THROUGH GRADE BEAM 'A' 'A' 4" M I N F R O M T O P O F FO O T I N G 4" PROVIDE (2) #5 JAMB BARS VERTICAL EACH SIDE OF BLOCKOUT CMU WALL PER PLAN, REINFORCEMENT NOT SHOWN FOR CLARITY FOOTING PER PLAN PIPE TO CLEAR SLEEVE BY 1/2" ALL AROUND PIPE 7TYPICAL PENETRATION THROUGH CMU WALL 8TYPICAL REINFORCEMENT BAR BENDS 3", TYP ____________________________________________________________________. ENGINEER OF WORK: BASHAR NAJAR RCE NO. 78159 NAJARS ENGINEERING 10769 WOODSIDE, AVE STE 204 SANTEE, CA 92071 (619)971-7514 12/19/2023 H&A TC I I 0 8 - 0 J •• ,.··===+-1-/-----l 1, I ~ I f---21====#-, \ \_ ,IL-----R-F---.t' ,._~, _-----,, ~ l .f liltt ,, L., . ' 0 '--- 0 0 ~-~-~-~ rf' rT' \ + \ + -' ~ _,, . ,, -' - \. <, ~ I I ti~ (;) ·\ .. .r ~-_,,-'"1//,1// .. I--..._'(,-.:;( t= / ---,, ~ Y7;y/ 1/ / .. ::«'«'00 ' . . ' . - 0 . . . . .-,,, C ' ~. , L I 1 '-' 0 0 "AS BUil T" RCE __ _ EXP----DAlE REVIEWED BY: INSPECTOR DA 1E ~ ci1~1N£~G ~E¾l;k~~AD ~ GRADING PLANS FOR: BP/ARCO FACILlTY 5792 PALOMAR AIRPORT RD CAR WASH ,----4-----1----------------1------'----'---'-----' :=GR=2=0=2=3-=0=0=02=====R=E=TA=l=Nl=NG:::::::::::W:::::A=LL:::::N::::::0:::::1E:::::S=======~ ,----l-----1----------------1----+----1---'----1 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 83912 EXP. 9/30/24 DA1E /1'\ DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA1E INITIAL DA1E INITIAL RVWD BY: -- 1-0.;;.;lH.;.c.ER;;;..N'....L.PROc.;;.V,c.;;.Al.::....i.....:ac.,;TY.:.::.....APP..i....:;.;RO:..:.:V,:..::AL:....i CHKD BY: PROJECT NO. DRAWING NO. CUP 91-03C 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024 4'-7" TYP TYPE A RETAINING WALL1 7'-6" MAX TYPE B RETAINING WALL2 (2) #5 CONTINUOUS 8" CMU WALL WITH: #7 @ 8"o.c. (VERTICAL) #5 @ 24"o.c. (HORIZONTAL) CENTERED 4'-7" TYP BUILDING WALL BUILDING BASEMENT WALL #6 @ 12"o.c. BOTH WAYS PE R S C H E D U L E 1'- 6 " 5'- 6 " 6" 3'- 1 1 " BIOFILTRATION BASIN DOWELS TO MATCH (V) REINFORCEMENT MIRADRAIN 6000 OR APPROVED EQUIVALENT DRAINAGE PANEL (2) #5 CONTINUOUS 8" CMU WALL WITH: #7 @ 8"o.c. (VERTICAL) #5 @ 24"o.c. (HORIZONTAL) CENTERED DOWEL TO MATCH (V) REINFORCEMENT MIRADRAIN 6000 OR APPROVED EQUIVALENT DRAINAGE PANEL BIOFILTRATION BASIN (2) #5 CONTINUOUS 8" CMU WALL WITH: #7 @ 8"o.c. (VERTICAL) #5 @ 24"o.c. (HORIZONTAL) CENTERED DOWEL TO MATCH (V) REINFORCEMENT MIRADRAIN 6000 OR APPROVED EQUIVALENT DRAINAGE PANEL #6 @ 12"o.c. BOTH WAYS 1'- 6 " 5'- 6 " 6" 3'- 1 1 " WALL TO WALL PE R S C H E D U L E 4"Ø PVC PERF. DRAIN PIPE OR TOTAL DRAIN ROUTED TO SUITABLE OUTLET, TYP 4"Ø PVC PERF. DRAIN PIPE OR TOTAL DRAIN ROUTED TO SUITABLE OUTLET (TYP) WITH 3/4" GRAVEL BACKFILL AROUND SUBDRAIN 4"Ø PVC PERF. DRAIN PIPE OR TOTAL DRAIN ROUTED TO SUITABLE OUTLET (TYP) WITH 3/4" GRAVEL BACKFILL AROUND SUBDRAIN PE R S C H E D U L E ____________________________________________________________________. ENGINEER OF WORK: BASHAR NAJAR RCE NO. 78159 NAJARS ENGINEERING 10769 WOODSIDE, AVE STE 204 SANTEE, CA 92071 (619)971-7514 12/19/2023 H&A TC 0 J 0 . /'.i ">."··." ::_,· 11-111-111 ..., "AS BUil T" RCE __ EXP----DAlE REVIEWED BY: INSPECTOR DA 1E fsHml CITY OF CARLSBAD ~ L..::..J ENGINEERING DEPARTMENT ~ GRADING PLANS FOR: BP/ARCO FACILITY 5792 PALOMAR AIRPORT RD CAR WASH f---+---+---------------+----i----<1----1----1 ~GR~2~0~23==-~00=0=2===RE=T=Al=Nl=NG====WA=L=L=D=;ET§A;:=ILS=;=:::;:::=='=:::;::=l ,-----1----1----------------1-----1----a1----1-----1 APPRO\IED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 8/30/24 DAlE l'I'\ DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL RVWD BY: --1---~-......_ _ __._ _ __, OlHER APPROVAL CITY APPROVAL CHKD BY: PROJECT NO. DRAWING NO. CUP 91-03C 541-3A DocuSign Envelope ID: DE0FD3AE-4F79-4408-96D9-F0C39FCCAEEF 3/1/2024