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HomeMy WebLinkAboutDWG 543-1A; CDP 2020-0024; TOYOTA CARLSBAD; 01-11SD DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 2/6/2024 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 > w a:: GRADING NOTES (IN ADDIT10N 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 ADDIT10NAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY 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 PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDIT10NAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TTEE'S POUCY IN THE MINIMUM AMOUNT OF $1,DD0,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRIT1NG THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 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 DA TE OF THE IMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS 'MLL BE MADE TO THESE PLANS 'MTHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED 'MTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL ORA'MNGS 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 CONOIT10NS 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 'MTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIEW TESTS. 1 J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. ALL FILL OR FUTIJRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCVON MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHAil BE ATTENDED BY All RFPRFSFNTA DYES RFSPDNSIRl f FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE Yt'ORIS'.. THE CONTRACTOR 'MLL BE CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A DA TE ANO TIME FOR THE PRECONSTRUCTION MEETING. APPROVED ORA'MNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT 'MLL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPFCTIDN REQUFSTS D1HFR THAN FOR PRFCQNSTRUCTIQN MEETING Wll t BE MAQF BY GAil /NG 7Hf ENGINEERING 24 HQIIR INSPFCTIQN RFQIIFST !INF AT f76ol 438 3891 fNSPfCDQN REQUFST MUST BE RFCffVFQ PRIOR TO 2· 00 PM ON 7Hf WORKING DAY BFFORE THE INSPECTION IS NFFDED INSPECTIONS 'MLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMIIBNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRAnvt CODE, 1HE PLAN SHALT BE PREPARED BY A REG/sTE:Rto ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTON PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT !\£LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERM/TEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETl\£EN 7:00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON l\£EKENDS OR HOLIDAYS. (A LIST OF CITY HOUOAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO B£GINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAW ROUTE OR AD,JACFNT STRFFTS AS A RFSIJ/ T OF THE GRADING OPERATION. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STRFETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP ANO/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDIT10N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED 'MTHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. BENCH MARK FOUND 2.5" DISC IN PUBLIC WALK OFFSET 5' X 5' FROM RIGHT ANGLE CORNER IN WALL POPOUT, !\£ST SIDE OF ARMADA DR. 200' SOUTH OF WI-IERE WALK DIVERGES FROM ROAD AND 0.2 Ml. NORTHWEST OF THE SOUTHERLY INTERSECTION OF FLEET STREET. ELEVATION = 160.85' DA 1UM: (NGVD 29) 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS THIS PROJECT, DRAWING NO. 543-1L , 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 ANO /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN Tl\£NTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED 'MTH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JI. THE EXISTENCE AND LOCATION OF UTILITY STRUCTIJRES AND FACIUTIES SHOWN ON THE CONSTRUCTION PLANS !\£RE OBTAINED BY A SEARCH OF THE AVAILAii.f RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF 07Wl!R UTILITY FACIUTIES OR STRUCTIJRES 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 UTILIT1ES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACIUTIES OR STRUCTIJRES NOT SHOWN. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTIJAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILIT1ES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SDG&E {800)411-7J4J AT&T (800)892-012J TIME WARNER CABLE (760)4JB-7741 COX COMMUN/CATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)4J4-2980 *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)4JB-2722 *SAN 0/EGUITO WATER DISTRICT (760)6JJ-2650 *LEUCADIA WASTEWATER DISTRICT (760)75J-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)75J-6466 *BUENA SANITATION DISTRICT (760)726-1J40 x1JJO *AS APPROPRIATE J4. 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.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLO'MNG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACIT1ES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, ANO 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 ANO RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J5. 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. J5. 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" EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STELLAR PROPERTIES. LLC. AT (760) 496 293! (PHONE NUMBER) 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. J. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE 'MTH 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 CONDIT10NS NOT ANTIC/PA TED. THE QSP SHALL REPORT Bl.IP 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 ADDIT10NAL 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 WI-IERE IMPOUNDED WATERS CREA TE 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 J/4 INCH MINIMUM AGGREGRATE. 11. SHOUW 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 J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WI-IEN ANY OF THE FOLLOWING CONDIT10NS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDIT10N IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEOEO AREAS SHALL BE /RR/GA TEO 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 /RR/GA TEO BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN THE MOISTIJRE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLO'MNG: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER I HEREBY DECLARE Tl-IA T I AM THE ENGINEER OF WORK FOR THIS PROJECT, Tl-IA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE f. 1/2 lb. PER ACRE OF DIMORPHOLECA CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY q. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS RESPONSIBILITIES FOR PROJECT DESIGN. ~✓ WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A -~s101,,' PUBUC STREET OR RESIDENTIAL STRUCTIJRES. FIRM: UNIVERSAL ENGINEERING SERVICES ~ 2h1. T. -....._"< h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING VICINITY MAP CITY OF OCEANSIDE: HIGHWAY, 7e -__ ."~Cl • -~ \1" ·~;~v.. ~ /):· ~~_.!!.RDA:'.'.'•~nC~tTY..,,--Ot'F __ VISTA WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACIUTIES, AND PLANTING OF PERMANENT 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, SPECIF/CATIONS, 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 J. THIS SET OF PLANS 4. RESOLUTION NO. 7420 DA TED JULY 7, 2021 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY CONSTRUCTION TESTING & ENGINEERING INC. DA TED AUGUST 2. 2019 PROJECT LOCATION ' •ALOMAR °I; ~ pl~r/y-~ ,.r,~ 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY • \ 0-, ~ .,., THE CITY OF CARLSBAD STANDARDS. ',.., R0-"'1 ....__---._,..,SAN MARCOS • DATED JULY 7 2021 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ---~N~/.~A __ _ ~~~~~. ••GA 'CITY OF 8 CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDIT10NS ~ ~ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CIVIL LANDWORKS CORP. --~ DATED B/2J/2J WDID NO. 9 J7C40190J -56511J PACIFIC \\ -, : --~os~ ' Al-£ ~61 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED/ YJV _ '-" ·: BY UES DATED 8L30_21 OCEAN ii I 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION Bl.IP CONSTRUCTION HANDBOOK AND NOT TO _,...__""=---.-4~ CAL TRANS CONSTRUCTION SITE BMP MANUAL. SCALE ,. C/TYOF~~~-~~·-IBGE~ INDEX OF SHEETS TilLE SHEET DEMOLITION PLAN 2 GRADING PLAN 3 STORM DRAIN PLAN 4 SECTIONS 5 SECTIONS 6 DETAILS 7 ADA DETAILS 8 SITE WALLS 9 SITE WALLS 10 SINGLE SHEET BMP PLAN 11 LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP 5426 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER JO, 1976 AS FILE NO. 76-440995 OF OFFICIAL RECORDS. PROJECT ADDRESS 5424 PASEO DEL NORTE CARLSBAD, CA 92008 APN 211-060-16 EARTHWORK QUANTITIES CUT: 1.059 CY Flll: 5 507 CY IMPORT: 4 448 CY EXPORT: 0 CY TOTAL IMPORT: 4 448 CY REMEDIAL: 2,31 O CY DEVELOPER NAME:STELLAR PROPERTIES, LLC OWNER NAME: STELLAR PROPERTIES, LLC ADDRESS: 60JO A VEN/DA ENCINAS ADDRESS: 60JO A VEN/DA ENCINAS STE 220, CARLSBAD, CA 92011 PHONE NO.: 760-496-2931 REFERENCE DRAWINGS STE 220. CARLSBAD, CA 92011 PHONE NO.: 760-496-29J1 MAP 7492, MAP 12242, P.M. 5426, P.M. 08651, P.M. 20966, ANO R.O.S. MAP NO. 17295-1, DWG NO. 166-9 THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMIIBNG A BID. GENERA TED DEPOSITS ARE NOT SUITABLE FOR REUSE AS SITE NEW FILLS AND BACKFILLS, AND SHOULD BE REMOVED AND EXPORTED FROM THE SITE. GOOD QUALITY SANDY GRANULAR (D.G.) SOILS SHOULD THEN BE IMPORTED AND USED AS NEW FILLS AND BACKFILLS FOR COMPLETING REMEDIAL GRADING AND ACHIEVING FINAL PAD GRADES. DESCRIPTION PROPERlY BOUNDARY LINE ADJOINER BOUNDARY LINE STREET CENTERLINE EASEMENT LINE EXISTING CONTOUR SPOT ELEVATION PROPOSED CONTOUR (MAJOR) PROPOSED CONTOUR (MINOR) EXISTING BROW DITCH DRIVEWAY PERVIOUS CONCRITT 3.5" AC PAVEt.1ENT OVER 5' AB CURB CURB & GUTTER 3' RIBBON GUTTER BIOFIL TRA TION BASIN 18" CURB OPENING 4" PCC SIDEWALK RIPRAP NO. 2 BACKING ADA PAlH OF TRAVEL DOWNSPOUTS TRASH ENCLOSURE DWG.NO. SDRSD G-14A DETAIL SHEET 7 SDRSD G-1 SDRSD G-2 DETAIL SHEET 7 SDRSD G-07 SDRSD D-40 CALTRANS RSP A90A GS-16 CONCRETE MASONRY RETAINING WALL DETAIL SHEET 9 AND 10 GRAVllY RETAINING WALL DIRECTIONAL SIGN PERFORATED PIPE (4"-6") VISIBILllY TRIANGLE ADA RAMP STORM DRAIN CLEANOUT 12" X 12" BROOKS BOX CATCH BASIN OR APPROVED EQUIVALENT 24" X 24" OVERFLOW BASIN INLET CATCH BASIN INLET HDPE STORM DRAIN (4"-10") HDPE STORM DRAIN (12"-18") PVC STORM DRAIN (18") STORM DRAIN TANK SDRSD C-09 MUTCD SIGN CHART 2014 CALTRANS RSP ABBA SDRSD D-09 DETAIL SHEET 7 SDRSD D-07 DETAIL SHEET 7 SYMBOL ------- ------- ----100---- , FS=100.00 ---100--- ---100---=-= tl21 1·.·.·.·.·::::.·.·. · · .·.·.·1 t•-<·, ~ --~: -· ~ :: -,;/: ~-1 5?:-:.;:-.. ;::..:.,;g ~ f. ...... • •.:·•:•-: .. ·:,.'.q IA'.A'.A'.El !ZZZZZZI 0 C ------ = ~ 0 □ □ □ -- =~==so= =sD==so= c---J STRUCTURAL (POST-CONSTRUCTION) BMP TABLE QUANTITY PER 543-1 16,294 SF 73,233 SF 2,137 LF 93 LF 582 LF 3,491 SF 1 EA 1,328 SF 8 EA 1,702 SF 13 EA 1 EA 576 SF 541 SF 1 EA 329 LF 4 EA 3 EA 3 EA 12 EA 3 EA 1 EA 633 LF 854 LF 27 LF 2 EA ADDRESS: 1441 MONTIEL RD. SUITE 115 t;; :' ...,;: -Y) ~~ BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE CITY, STATE: ESCONDIDO, CA. 92026 ;:; o No.61013 :,:: ~ HYDROSEEDING. ABANDONMENT NOTES TELEPHONE: 760-746-4955 Ii EXP 12/31/24 !iJ i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED BY: DANIEL T. MATH DATE: 1-24-2024 • • • CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CULTIJRE R.C.E. N0.:~61~0~1~3-----~~------ REGISTRA TION EXP/RATION DA TE; _1_2~/_31~/_2_4 ____ _ .s-~ c1v11.~"t- ~0FCAL1f CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS . J NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. SOILS ENGINEER'S CERTIFICATE /, DANIEL T. MA TH , A REGISTERED (CIVIL/ GEOTECHNICALl ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN fHE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STIJDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF AUGUST 2 , 20 19 ANO AUGUST J , 20..JL. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STIJDY, 'MTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE,z:omcE,7c1TY ENGINEER. ✓-::;====:::,,._ ~ofESS/~ SIGNED: ',;@ ~1. r. e E?:.,' "'-,,,t, G.E.jP.E. NO.: _.2"'6,,_65"'-----------c.., "'{" ,..t, - OWNER'S CERTIFICATE i:; o No.2665 :,:: if; \It EXP.12/31/12 !iJ * Cl ...., * '°o t."' .s-,,. 'fc11l'I' ~"t- -t~OF CAL1f DA TE: 1 24 2024 LICENSE EXP/RATION DA TE: 12/J1/2024 I ( WE' ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE') ALSO AGREE A QUAUFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CAUFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. '"""'"'"" -STELLAR PROPERTIES, LLC. DATE 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITIJTED, ALL OR PART. FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 5D% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEOING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARRO'MNG AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIENTL Y FRIABLE. c. RIPPING AREAS THAT 'MLL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDIT10NING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTIJRE TO PROVIDE A DAMP BUT NOT SA 1URA TED SEED BED. b. THE ADDIT10N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDIT10NS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WI-IERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY CONSTRUCTION, JES]NG. & ENGINEERING. INC. METHODS FROM INFORMATION GATHERED ON NOVEMBER 9. 2020 BY GLENN MARTIN RICK. LS. 8874 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. 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 SATISFACTOR OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: STORMWA TER REQUIREMENTS Tl-IA T APPLY: □ STANDARD STORMWATER REQUIREMENTS C8:J PRIORITY PROJECT REQUIREMENTS EXEMPT FROM TRASH CAPTIJRE? □ YES C8:J NO EXEMPT FROM HYDROMODIFICA TION? □ YES C8:J NO 1. PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH t------~--------,-------,-------,--------,--M-A_I_N_TE_N_A_N_C_E_ WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY SHEET NO. FREQUENCY TYPE DESCRIPTION OWNERSHIP MAINTENANCE LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2. PERMANENTLY STABILIZE FLAT AREAS (S:5%) -70% COVER WITH WELL-ESTABLISED, 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. BIOFIL TRA TION BASINS TRASH CAPTIJRE STORMTANK AGREEMENT TC-J2 PRIVATE YES J SEMI-ANNUALLY MP-52 PRIVATE YES J SEMI-ANNUALLY MP-50 PRIVATE YES J SEMI-ANNUALLY 4. SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, ~----~------~----~----------~-------- TOTAL LOT AREA = 2.99 A.C. 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. TOTAL DISTIJRBED AREA =-2_.8_7_2_A_.C_. ___ _ (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTIJRBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAmc, SOIL/GRA \/EL PILES, UTILITY "AS BU I LT" RCE __ _ EXP. ___ _ DATE TRENCHES, BACKFILL CUTS ANO SLOPE KEYWAYS) 1-------------------- TOTAL EXISTING IMPERVIOUS AREA = 119.4J6 S.F . TOTAL REPLACED IMPERVIOUS AREA = 100.294 S.F. TOTAL PROPOSED IMPERVIOUS AREA = 100.294 S.F. REVIEWED BY: INSPECTOR DATE 1-------1-------------1---+--+------l----1 I SH1EET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTMENT l_!!J ;:;G;;;R;:::;AD;::;;:IN;G,.::;PLAN;;:::;::;:;;;S;::::;:FO;:;R;:::=========..:==::::::; TOYOTA CARLSBAD 5424 PASEO DEL NORTE CARLSBAD, CA 92008 TITLE SHEET PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 211-060-16 UNIVERSAL® APPROVED: r,.,. e,.,.,,,. a r"' ENGl~EERING MANAGER JASON S. GELDERT RCE 63912 EXPIRES 9/30/24 DATE THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N J54 E 1671 ENGINEERING SCIENCES ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OlHER APPROVAL DWN BY: __ _ DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. CDP2020-0024 DRAWING NO. 543-1A x x DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&A TC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 100 y 96 l-----+----+-----+-~--+----7 li---1/ FENCE 90 88 l----+----+----+--11--/41'----+------l DEMOLISH EXIS11NG 1 EX. BROW DITCH -I 'I/ BUILDING WALL TO REMAIN - 80 l----+---+--f-----+l-·<---+----+-------1 80 EX 'F-74.0 n' ! EX. BUI ING WALL AND FOUNDATION TO REMAIN AS RETAINlfliG WALL '~ 72 1------+------t------t-~~--t-----+------J 1: 1 PROJECTION -V '-, 70 96 88 " 80 72 y-100 .--DEMO SH EXISTING 1~t,/ BilllLDING WALL ,CE EX. BROW DITCH --I EX. SURF TO REMAIN t i/ 90 96 88 80 80 EX Fl i=74.46' I)-EX. BUl4DING WALL AND . FOUNDA7JON TO REMAIN AS ' RETAINING WALL 1: 1 PROJECTION -v ,, 70 72 64 .__ __ ......._ _________________ ..... 64 64 64 64 DEMOLISH EXISTING ~~I BUILD NG WALL FOUNDATION To REMAIN ~P ~ EX. BUILDING AS RETAINING WALL • t,,-TO REMAIN E~74~ EX FF=-,72;95-I 1/· //~ 1:1 PROi CTION 0+80 1+00 1+20 1+40 1+60 1+80 2+00 0+80 1+00 1+20 1+40 1+60 1+80 2+00 0+80 1+00 1+20 1+40 1+60 PROFILE: SECTION A-A DEMO PROFILE: SECTION 8-8 DEMO PROFILE: SECTION C-C DEMO 100 90 80 70 64 1+80 7 n DEMOLITION NOTES: UNIVERSAL® ENGINEERING SCIENCES ' ' / 20 ' ' ' 'l <I 0 20 GRAPHIC SCALE SCALE: 1"= 20' "AS BU I LT" RCE __ EXP, __ _ REVIEWED BY: INSPECTOR 40 DATE DATE I SH2EET I CITY OF CARLSBAD ~1 1------+-------------+---+---+-----t---, ENGINEERING DEPARTMENT l.!!_j 1------+-------------+---+---+---+---1 1-----+--------------+----t---t----t---, GRADING PLANS FOR: TOYOTA CARLSBAD 5424 PASEO DEL NORTE CARLSBAD, CA 92008 DEMOLITION SHEET JASON S. GELDERT APPROVED: 1-----+-------------+---+---+---+--..,'& ~--=ciN~~r=Rr=;G""j~"";~NA-GE_R _RC_E_63-91_2_E_XP-IR-ES-9--;-3-0-,---24-DA_TE_ HOR.: 1"=20' HOR,: 1"=20' HOR.: 1"=20' DATE INITIAL DATE INITIAL g:D B;~,-=-=== PROJECT NO. DRAWING NO. ~ L-------_;VE~R~T~:1·:.=1~0· _____________________ _;;:VE~RT~:_;1.;;·=~10~·-------------------~VE;;;.R~T:.1~·=~1;.o'------------.LE:Nc;:1N:EE;_R;oF.;wo;;R;iK ___ RE•v•1s.1o•N••DE•s•c•Rl•PT•10.N ___ .;0;1tt:ER;_;A;PP;Ro;;vA~L.i._;;c~1TY_;;A;;;;PP_;Ro~v";.L.Li:iiiR~VWD~B~Y:~~~-ciiiiDiiiiP2iiiio2iiiioiiii-iiiiooiiii24iiiiiiii.::.iiiisiiii4iiii3-iiii1iiiiiiiiA~ DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 I / . ! N0lES: ' ' • / • 7 1. SEE SHEET 4 FOR STORM DRAIN DESIGN. 2. ONSITE PVT SEWER & WATER PER BUILDING PERMIT NO. CBC2023-0067 ::.-----::: "AS BU I LT" RCE __ _ EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE CAUTION!! EXISTING UflllRffiOJND LJTIUTIES AND FAOUTIES 9-Kl\\N ON TI-ES:: PLANS HA\£ BEEN OBTAINED FRO.I AVAILftll.E REcrnDS IIHCH IN MCET CASES ARE SCHEMATIC PLANS. TI-ES:: No.61013 APPROVED: ~ u NIVER s AL® 20 O 20 40 ~iESMA;kNOJ_=~~=-"~~~TH~~c:i~g;~~NG P.12I31I2 ~N~;;:t:NAGER ~ UTILITIES PRIOR ID START CF v.mK, AND NOTIFY ENGINEER CF v.mK CF ANY llsrnEPANaES. DWN BY: ---PROJECT NO. DRAWING NO. JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DA TE ~ L::::~E:N:G::•~N:E:E:R:l~N=:G:.~s=c=•~E:N::.C::E:.:s:. __________ ~------~GSR~c1:f~:-::~Ic~,·~· 8 :C.Az:Lo~E;------------------------------------.JE:N:Gl:NE~ER~O:F~WO:R:KJ.. __ ~R:E~V~IS~IO~N~D;E;SC;;R~l;..P.;;Tl.;O~N---~o:::=~A:P:Pl:~~::::;.LLJ..::~~~.;;.:AP:P:l:~::::~~~~~~K:Diiii:~~~;iiii~--C-DiiiiP2iiiiOiiii2iiii0--0-0iiii24iiiiiiiiiii/i:iiiiii5iiii4iiii3-_1_A_:1 DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&A TC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 "AS BU I LT" RCE __ EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE I SH4EET I CITY OF CARLSBAD ~1 l-----+-------------t---+--+----t--------1 ENGINEERING DEPARTMENT l_!!J l-----+-------------t---+--+----t--------1 ::;G:;;::RAD;:;::;;:IN~G=;;P;;:LAN~S::::;F~O~R:=======:..:::::=::::; TOYOTA CARLSBAD ss, 5424 PASEO DEL NORTE CAUTION!! T. CARLSBAD, CA 92008 EXISTING UflllRffiOJND LJTIUTIES AND FAOUTIES 9-Kl\\N Cl'4 TI-ES:: PLANS HA\£ BEEN STORM DRAIN PLAN OOTAINED FRO.I AVAILftll.E REcrnDS \\HQ-I IN MCET CASES ARE SJ-IEMATIC PLANS. TI-ES:: No.61013 :i: APPROVED: JASON S. GELDERT ~ u N I V E Rs A L ® 20 O 20 40 ~iESMA;kNOJ_=~ ~=-"~~~lHLfA~c:' ~ g;~~NG P. 12I31I24 l-----+-,~-----------t--+--+----t--------1 1.:E~;;;;;;:INE:;~~;:RIN=G(t=t=A~=AG=E:;';R ==RC=E~63~91:::::2:::::::E~X==PIR~ES=9~30~2~4:;=.:;;D=:;ATIE~ ~ UTILITIES PRICR ID START CF v.mK, AND NOTIFY ENGINEER CF v.mK CF ANY llsrnEPANaES. "f>WN BY: __ PROJECT NO. DRAWING NO. ' GRAPHIC SCALE DATE INITIAL DATE INITIAL CHKD BY ~ ~===::E:.:N::G:.:l :N::E::E :R:l~N:G:~s::c::•:E:N:.:C :E:S:. _________ ~----~s:c:A:LE::~t".:.~2~0· ________________________________ .J!EN:G:INE:ER~O:F.:WO:RJK __ ..;.;.RE;;V~IS;IO;N~D;ES;C;R~IP~T;.;IO~N---~O:lH:ER~A:PP:Ro::vA~L ~C~ITY~A:PP:R;:ov:AL~R~VWD~~BY~;iiii~iiiiiiiiciiiiDiiiiP2_0_20_-_00_2_4 iiiiiiii:.\iiiiiiiii54_3_-_1A~ DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&A TC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 80.----------..----------....---------....---------....... --------....... ----------.80 80 ..---------..----------,---------........ ----------,------------,------------,80 R/W f EXISTING LANDSCAPE, UTILITY, --AND-SID WAITEASEMEN 1 >------------1-------------11---R/W~---~,·-/---'E~X~IS~TIN~G'!L~A~N~DSC~APcc'=E'!--=UTl'd!Ll"-'TY-"'·'------+-----------+-------------I / AND SIDEWALK EASEMENT PER MAP' NO. 7492 PER MAJ' NO. 7 492 r-24" OVERFLOW 70 1------------+----------+-------<+----~---1----F~~~------+------------+------------1 70 I ,-7'_1 / BASIN INLET ~ EX. SURFACE 1--10·--1 70 I-----------+----------+--------+----+----------+-----------+------------' 70 I EX. SIDEWALK -I :__,,.-,-~ EX. SIDEWALK -I -s·-1 ./ EX. SURFACE I I -r:±;t. \ -! I , -1 '- EX. FACllll TIES IN IBIS AREA (IE. TREES. STREET \ PROPOSED SURFACE LIGHTs, FIR~ HYDRANTS, ETc.i sHALL BE REMOVED ~ / \ 1 • u .,.,,..:;r DURIN • CONSTRUCTION AND REINSTALLED PER y \ _lj _., I~,:, ~ RETAINING WALL 1-------------1r--<'MEROl/EMENL ELANS-(DWG.-543=1. ' IKJj;j::--d71t------------t------------t---------------J 1:1 TEMP. CUT BACK __/1':,,_-~=F\{--if'1"'----"r ,:,c:..;,'1"i1I-BIOFILTRATION BASIN 1 '-- . I )\ _/ . . ( ~ / \ , '--PROPOSED SURFACE EX. FACl 4IT1ES IN IBIS AREA (IE. TREES, STREET \ I ,__ _______ LI_G_H~~-u~~~~~~:u~~~lti~~~iAL~~~o~~ ~-'-\ I IMPROVEMENT PLANS (DWG. 543-1) \ ' , RETAINING WALLS CONSTRUC' 0D PER 60 l--------------ll---------::::-:::-::::--::::::-::;::::-:::-:=::-:-l-7"'1-i,,'-----Hi-=:...:-=i--f--=-f=I---A-"'R=-EA.c..=___.:.:1,:...:45.c..1 ..:.SF'---------+----------+-----------l 60 SD OUTLET PER SHEET 4 ~ _I _ j L '~ .... [ 1: 1 TEMP. CUT BACK -' I TI,EIR CORRESPONDING BASIN WALL DESIGN 60 l------------f------...:.:...:.-=:::...:.....:..::..cc...:::.~l----t----=F-,l=d-c=aa4 r=='·'1!==c,-----iDaflM,#ENt;;Sl,if;ON~S.=;P""E~R-'aSi'riHE;,;,E~Tc;;9=,Ac.t.s'D'f10;;,.-=c=1---------+------------t 60 ,------LJ J_ ----,~ RETAINING WALLS CONSTRUCTED PER 1-------------11-------------t--t--,---+-+-__ --1_ f--=~Tl,~El~R~CO~R~RE~S~PO~N~D~IN~G'-!cB~AS~IN~Wgll-!=IL"=D=Es=1G=N~-------I--------------I j--10'--, DIMENSIONS, PER SHEET 9 AND 10. I L 1~ BIOFIL TRA TION BASIN 3 I AREA = 380 SF I 50 ------------------~-----------------~------------------50 50 ---------~-----------------------------------~---------50 0+50 1+00 2+00 0+50 1+00 2+00 SECTION:A-A HOR.: 1"=10' VERT.: 1"=5' SECTION: E-E HOR.: 1"=10' VERT.: 1 • =5' 100.-------,-----..----------....---------....-----------,-----------,-----..----------....---------....-----------,-----------,-----..----------,-----100 1-------+-------11-------+-------t------+-------t------+------+-----+------+-----+-------+-----+-------+------t-------+------1-------+-------1-----•+-------J-L------+------t ~.f 1 ,.o,Z'.~+::-~EX~IS~Tl),t!N~G ~-~-----1 90 1-------+------+-----l------l------l-----l-------l-----l-------+------+-----l------l------l-----l-------l-----l-------+------+-----l-----1==4---/ 90 1-------+-------11-------+-------t-----+-------t-----+------+-----+------+-----+------+-----+------+-----t-------+------1-------+-------t---+-~l,~<---,,_E_X_. _FE_N_CE-+-_2_:_1 _sL_O_PE_--1------1 t-------t------,::-;::11-------+-------j------+-------j-------t------+------t-------j------t-----71f--_.,.,.----==-•e1JlllllNG"wwITALL,-----t------t-----"Ru,IUI • JING-wAtt~a;;c---t,~----t-------t-----iT 9~ b ,,_/ ____ +------+------1 1-------1------..:.R/W1+-i-----+------+-----+-----+-----+-----+-----+-----+-----+------ll-v"'----+-----+-----+------+-------....._--"i'--.:lll------1------,;.;;;-;;:;c;E'£\x1f/a,T1'RN¥-G--'\.r• .__· ,!,II Fl---------+-----+-----1 ' EXISTING LANDSCAPE, u,m,...L_ITY~·----+-----+------+-----+------+-----+------+------ll·t-------+------1-------+-------t------+---tt------t---B-U_ILD_IN_G-+W-A_LL __ .-t,;i __ -_lf,-----+------+------I 80 80 t-------t------t-1!---r-:7"--,i\~Dt-SIDEWi\DIEi\"SEQEt'·, I/ n, ~ PR. CURB PER j1 0.,,. I '---EXISTING BROW DITCH 1-------+------1--,1--~----~R MAP-N0.-14921---l------+------l------+------l-------l-------l-------1------11-l-------+------1-------1--------1------+--ll-~~--1'---...C.,,,'-"""-"'--'--"''-l----l --"'-{+------+-----1--------1 I 1.0' I ~ FF-75.1, 1.0% ' SDRSDG-1 1 ,,._PR12'SD 1: 1 TEMP. CUT BACK ---,. ' ' ':::i ' --J , I ,.... EXISTING SUBDR,t,.IN •+------+-----+-----_, '--RI BON GUTTER "-,... EXISTING BUILDING 70 EX. SIDEWALK ~ \. 9, ,-BIOFlL TRA TION BASIN 1 4.2% , \ ---' _.,,..,- , AR[ 1,451 St '--ADA CU B RAMP '---EXISTING SURFACE PROPOSED SURFACE _J FOUNDATION TO REMAIN 70 \ I . I ~·-II -1::x;-rACl tlTIES~IN-TI,IS-AR"A-(lic.la 2 :c.-, '.,1-· -l~"i'-1'1"'-U--l-------1-------l-------1------1-------1------+-------l-------1------l------+-------l------l------1------1-------1-------1------l-------1-------l-------l ,__ __ lR,,.._EES,_S~EEL LIGl:IIS,_EIREI \I -lfii ~---:~=::-:=~===~~--:-::~===t--::-----+-----+------+-----+-----+-----t-----+-----~----+----~-----+----~-----+-----f-----+------+----~ HYDRANTS, ETC.) SIJIALL BE REMOVED i:° _"\.._ RETAINING WALLS CONSTRUCTED PER TI,EIR CORRESPON ING 60 u □RINir-c~NSTR□CTIOl'rAND·1+ . ...:.,.=t_].],~,:!!:1-F~r +:..JB~A~Sl~N!!fW~A,../LL~D~Ei,ll~l,_lGN~Dl~MEN~Slfc!!ON~S\J,c,!ip;[!,~,!SH~EhET)<!9~AN~D~1½':0~. ml!.----+------+-----+------+-----l------+-----1-------1-------11------+------l-----+-----+-----+-------+-----+------J 60 -REINSTALLED-~ER-IMRROVEfAEN+ _ 1i=IJ-u PLANS CDWG. 543-ll 55 ,...._ __ ___;,..;;;..;.;~.;;..;;;....;..;.;........,_..,__ ___ __,_ ____ ....._ ___ ___.. ____ ....,_ ___ ___. ____ ......._ ____ ,...._ ___ ....... ____ ..__ ___ __,_ ____ ....._ ___ ___.. ____ ....,_ ___ ___. ____ ......._ ____ ,...._ ___ ....... ____ ..,__ ___ __,_ ____ ......_ ___ __, 55 o+ 75 1 +oo 2+00 3+oo 4+oo 5+oo 6+00 6+5o ' ,~ ~ LETTER OF PERMISSION TO GRADt. FROM JUDITI, A. JdNES-CONE, DA TED 03/22/2021 SECTION: P-P HOR.: 1"=2D' \&CT• 1•="· 1 -PARKING -t-------t--t---g---t----,-B-IO-Fl7L-IR-ATI_O_N_B_A_SI_N_2--t----/--:V"'----c--LA:'c'N~D~SCA:-::P:::-El::IS:::-LA-:-:N:::D-~s::-........_-f-,.....__------l!-------+-------t------t-_-EX-IS-TI-NG-SU-R-+-AC-E------t-----,-.. %-t----+-+-------t--------1 'L I AREA = 1.sso sr ./ ~t ====t1~ --........,::1~c d =====k=:;;;~=i====~/f ~,::::;~~-~f ~=J7::ct:::::====;;-~.,.~,i -~;;;::~7Pi:::=+----+----~ 70 l-------f-t--=-lr::+'''--ll----/-l----+----,,2•.411,,,-----fr~---,:,/-----f---1 .. ,0%~ , I ' ~ ---1 r _J I 70 -10•--' PROPOSED SURFACE RIARKING __/ PR. GRAVITY RETAINING l------+-e\=\~..!1111::::::~~,;=;:;~;;;=a=;~;:;;=nl~ll-l------l-------+------l-------l------+-------l---~~~~~~==----1---~L~AN=D=s=cA=P..!E:¥.'IS~LA~N~D~::::_--1-,wAU,--PER-SDR.SD-G-0"~--+-+------+------1 \ I 11 !n II 1]111 ~111 111 I l!f 1:1 TEMP. -=,1,\ ·1~~~1 ~~~Q~]"t,.--====t=-=-==="i::=--:::-:::::~==L:::-=-----1----11 ____ 1 ____ 1 _____ 1 ____ 1 _____ 1 ____ 1 _____ 1 ____ 1 ____ 1 , ;_;;i A fa fa ,1 ,1 ,,___ RETAINING WA.LS CONSTRUCTED 1ER TI,EIR CORRESP ,NDING CUT BACK \ ✓ BASIN WALL DESIGN DIMENSIONS, PER SHEET 9 AND 0. l 60 ,___-'-=PR'-"O'-='PO='SE""D~_____/"'.2--,.,.,- SUBDRAIN 1! I I I -RETAINING W~LL ,-L-l-----......,M-------1------1-------l------l-------l-------l------l-------l------+------+------l------l-------l------l 60 55 ---------------------------------------------------------------------------------55 0+75 1+00 2+00 3+00 4+00 5+00 SECTION: B-B HOR.: 1"=20' VERT.: 1"=5' 90.-----....... ----..-----........ ----....---------....---------....... --------....... ----~---........ ----....------,.-----.90 LAN JSCAPE --_.,.,.--~ulwl,, ' WALL BUILDING WALL --..... "L II. ,,:-l~:;:!::~2ii\s.1i'9 =::::;::!~===;i4T4_on-=!==::::::;::t--i--------i 80 1------+--~,--ll-l------l------l------l------l------l------l------l------l-----'II--I-----I--I-------I-----I---I-------I 80 EX. BUILDING~ ,-PRO 0-ED SURFACE CAUTION!! EXISTING UNDERGROJ~ UTIUTIES AND FAOLITIES SHO\\N CJ,l TI,ESE PLANS HA\£ BEEN OBT.4JNED FRo.1 AV.4JL.ABI.E RECORDS w-llCH IN MOST CASES ARE SCI-EMATIC Fl.ANS. TI,ESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATICJ,l AND IJEPTJ, OF EXISTING UTILITIES ARE UNKNO\\N. 9.JBCCNTRACTCR TO CXJIEIRM Tl-£ LOCA TICJ,lS OF ALL EXISTING UTILITIES ~OR TO START OF l'rnK, N-o NOTIFY ENGNEER OF \\rnK OF Nf'/ lll!rnEP.ANClES. "AS BU I LT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE AND FOUN~~~,;,JJ;-74~,*~2.~0,, ~~;==f=====~F~F~7~5:.1~3:==+====~=====t=====+====i =;:==~===~~2q.0~%~./_:l-4~,l•!~::;~r~~~~~~~'..~Jll~-t~===~tfltifftE~X;.tB~U~l~LD~l;N~G;,-j I ----=~-F~~~~--\ , , _ / 1 L EX FF-72.95 t-PR. GRA"TY ___/ ,' -Y PCC WALK J=-' I , /4 1 1:1 PROJECTION " /_ -RIBBON GUTTER , "--~ ------1 70 .... EXISTING SURFACE ---+pcc-wAtK ' 70 l-----+-----------------1 SH5EET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTMENT l.!!_j ;:;G:;;R::;:AD;;::IN~G..::P;;::LAN;:::;::;:;:;;S=F;;::O;::;R;:::: ========::::::...:==::::::: RETAINING WALL /\ I PR. STORM DRAIN P.R. GRAVITY RETAINING __/ -.._ I -PER-SDRSD-G-09 -~-.-l---+------+-----+------l------t-------+-------11-------+-------t-----+-------4"'-c-'='-'-'c',-!."e"'-"'"!'-"'------l·--'-c+------I _ 1: 1 PR'.OJECTION 1YALL PER SDRSD C-j09 ) 65 ,..._ ___ ___._ ____ .....,_ ____ _._ ____ ,..._ ___ ___._ ____ .....,_ ____ _._ ____ ,..._ ___ ___. ____ ...... ____ _._ ____ ..__ ___ ___. ____ .......,_ ___ __, 65 0+75 1+00 2+00 3+00 4+00 4+50 UNIVERSAL® ENGINEERING SCIENCES SECTION; c-c HOR.: 1"=20' VERT.: 1"=10' TOYOTA CARLSBAD ·",=,1.~r.'~<1------+---------------+--+---+-----t-----t 5424 PASEO DEL NORTE =~• ~ ~ CARLSBAD, CA 92008 ~~1~,:,,:.~.n~n19b==~SE~C~Tl~O~NS~=========::::::::::::::::::::::::~ -" ~ -..,) :, Cl) "' _. -i; o No.61013 :i: l(i APPROVED: JASON S. GELDERT Ii EXP.12/31/24 f:l • • /1\ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL _r,._ 6-,,c IL h• ENGl~EERING ~ANAGER DWN BY: __ _ CHKD BY: __ _ RVWD BY: RCE 63912 EXPIRES 9/30/24 DATE PROJECT NO. CDP2020-0024 DRAWING NO. 543-1A DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 > w a:: 75 .------.---------,,--....-------,------,------,----,,----,-------,,-------, 70 ~ EX. SURFACE ~ ,-..I I .,. \_ PR. SURFACE \_ STORMTANK NO. 2 I MODULE PER PLAN 65 1---------11-+-ll-'~-----t----lf--l-----+-------+------+----+----lf-----+---+---+------, - . -EGL .... ~" - £HGL _ .......... ~;~~'/, 1----i-H l-t---+-+-+----,f-#·----, -~-+<Se:.v 4 ~--t------i----~ , ----,---.!>},,'~~ - .. -----·!---__! - - -). -•-_ ------'--1 -15"HDPE@1.03% ____ -..,,_~ IEOU F63.18 ---;; -@ 2.?,-l'=i:1,'-1=-~-.:.=,---lt_-_-___ -_j_ _______ -l-,/L --l--.\.-----1----11-------l-------1 60 1-------t-+-1-\S'---RCL-.~ ' 60 ----I \ IE IN=6.0.45 IE OUT=61.25 / \ IE IN961 .46 --Q100 = 6.847 CFS IE OUT=60.35 V100 = 9.87 FT/S \ \ IE IN=59.46 >---32.4'--+1-----+----77.3'+-------+---+--26. i' 55 ....__ ___ ........_ __________ __._ ____ ....._ ___ ___.. __________ ___. ____ ..... 55 0+75 1+00 1+50 2+00 2+50 2+75 PROFILE: SD-1 HOR.: 1"=20' VERT: 1"=4' 75 ..-----,------.---------,,---------,------,------,------,-------, 8:::1= cic-Jco 0 l"")-1"') EX. SURFACE + +r-,: ..... .-.-tad ·,·-,·,-ll··in----+-------+---l-----+-------+------+--------+--------t 7Q j5 i5~11 \ \ (/) vie::!:!:! ----------===i " I \ \_ PR. SURFACE 65 1---------11-+-l------l-------+---------l------+------lf---'•,----+------+------, \_ STORMTANK NO. 1 1 ODULE PER PLAN b EGL HGI,_ ____ _ t------+++----_-_+--_-_---=-c_=--==---- -- - - -£-_-_,,,,_ ,-b=-=-=--,,t=_.:::::~+-----+--------1 ~----I --------------- - ---e:.~==--1 -= --18-----i:l"DPE@ 1-:oo¾ ______ .,..--+--."--,--------- 60 l-----=-F•4·~---_-_-_-_-f----_-_-_-_--+-------l------+----il----l-S~l;OR~M~T~AN~K~M~O~D~ILE=-----~6Q \ IE IN=60.45 IE OUTs:61.50 PER PLAN i------+-1 ------lf-111.6'----+-------1---1 55 .._ ___ ......._ ____ ..__ ___ __._ ____ ....._ ___ ___.. ____ ...._ ___ ___. ______ _.55 0+75 1+00 1+50 2+00 2+50 2+75 PROFILE: SD-2 HOR.: 1"=20' VERT: 1"=4' 90 .------,-----...------,----..... 90 100 ,-------,-----..-------,-----"T'""-----. 100 I[ 80 PR. CURB PER - 1------+--S_D_RS_D_G_-_1_--1_1!_ _,,.-EX. BUlllDING 1.0% I I 80 1 EX FF 72.95 PROPOSED -'--EXISTING ../ 70 l---'-""'-'""=''---l-----=""""-'J~l-------1------1 SURFACE SURFAC1E 70 65 ,..._ ___ ,..._ ___ __.'-------'-----' 65 0+80 1+00 1+70 SECTION:G G HOR.: 1 "=20' VERT.: 1"=10' 90 80 70 0+50 UNIVERSAL® ENGINEERING SCIENCES 6.81 -- 1..5' .... I . EX. FENCE --\_ EXISTING EXISTING ,_ .. BUILDING WALL --... ' t,.. 2: 1 SLOPE ,---EXISTING BROW DITCH ' ~ ~ _A _ EXISTING BUILDING 3:,,r;-, -PR 12" Sil FOUNDATION rp REMAIN .,... • -~ >--EXISTING SUBDRAIN 1+00 SECTION;[-[ HOR.: 1"=20' VERT.: 1"=10' 90 80 70 1+75 CAUTION!! EXISTING LNlERffiO.Jt-ll UTILITIES AND FAaLITIES 9-IOVtN ON Tl-ESE PLANS HA\£ BEEN CBTI-JNED FR0.4 AVI-JlftllE REcmDS \\HIQ-1 IN MOST CASES N£. SJ-IEMATIC PLANS. THES:: PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH CF EXISTING UTILITIES N£. UNKNOV.N. SUBCONlRACTrn TO GaflRM THE LOCATIONS CF ALL EXISTING UTILITIES PRICR TO SfAAT CF l'tOOK, AND NOIIFY ENGINEER CF VtrnK CF ANY DISCREPANCIES. "AS BU I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+-----------------I SH6EET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTMENT L.!!J ;:;G:;;R::;:AD;;::IN~G..::P;;::LAN;:::;::;:;:;;S=F;;::O;::;R;:::: ========::::::...:==::::::: TOYOTA CARLSBAD ~ 5424 PASEO DEL NORTE ~ ~ V CARLSBAD, CA 92008 ~ r-~ T • ~ j_~ 1-------+-----------------+-------tf----+----+----1 ~~1?~"'1-~-n~n19b===~S~E;CTigO~N~S~=============;;:::::::::::::::~ i; o No.61013 :i: if, APPROVED: JASON S. GELDERT Ii EXP.12/31/24 !ii r ..... e-A~ILb• • • ENQNEER1Ncit1ANAGER /1\ DWN BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL CHKD BY: __ _ RVWD BY: RCE 63912 EXPIRES 9/30/24 DATE PROJECT NO. CDP2020-0024 DRAWING NO. 543-1A STORMTANK (BRENTWOOD INDUSTRIES) 621 BRENTWOOD DRIVE READING, PA 19611 PHONE: (610) 374-5109www.stormtank.com 24/01/2024 PROTECTED BY COPYRIGHT ©2024 CADDETAILS.COM LTD. REVISION DATE CADdetails.com 1312D - FRONT VIEW MANUFACTURER NOTES:1. REFERENCE CURRENT INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. DO NOT SCALE DRAWING.3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.5.CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 1312D - 20 SERIES DETAIL STORMTANK MODULE MODEL2018 20242036 HEIGHT (MM)18" (457.2) 24" (609.6)36" (914.4) CAPACITY (M³)8.767 CF (0.2488) 11.789 CF (0.3346)17.832 CF (0.5062) NOMINAL VOID94.57% 95.38%96.19% 20 SERIES MODULE NOMINAL WEIGHT (KG)26.81 LBS. (12.16) 29.39 LBS. (13.33)34.55 LBS. (15.67) SIDE VIEWTOP VIEWISOMETRIC VIEW 1' - 9 . 0 6 2 5 " (5 3 4 . 9 9 M M ) 3'-6.125" (1069.98 MM) HE I G H T 1' - 4 " ( 4 0 6 . 0 7 M M ) 1'-8" (516.89 MM) 36" (914.4 MM) SIDE PANEL18" (457.2 MM) SIDE PANEL 24" (609.6 MM) SIDE PANEL 1'- 1 0 " ( 5 5 8 . 4 7 M M ) 1'-8" (516.89 MM) - SIDE PANELS TO BE INSTALLED ALONG SYSTEM PERIMETER, UNLESS OTHERWISE SPECIFIED.- ALL HEIGHTS TO BE CUT FROM A 36" (914.4 MM) SIDE PANEL. 2' - 1 0 " ( 8 6 3 . 2 7 M M ) 1'-8" (516.89 MM) x x x x DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 r= 5J BRENTWOOD i I RETAINING WALL PR. PAVEMENT __ :sz _____ _ 4 • PVC PERFORATED PIPE WALL DRAIN r- 1 == 1 un.= .. :;:_O[[::L .. 1.::1 nFt,LJr =□c:::c::-t,~J7 □n--I II I 7ln LJLi ,_ r-nr-r--t' ' ,_J I lri~rr-nr-r--Y"iril 11n--::=n°1=~:;11n1 LJLr,:::;,-' -f'::J-'µ DU· 'h r-nr-r-;,,~LJ nn -~ ~_;LJLL '717 nn-~.~uLL:::711 LJw·-• nr-r-C>-w □d = "--□'' -~ = -0 □,---''-]~[:'-LL71·n Ill___ _DCC. I •. uS;~~tBtt~B no===□== :::n □ nt?~~□□□Ll.f~0-;;-l OLJ::~D□D[Dc:'J =- EXISTING UNCOMPACTED SOILS BIOFIL TRATION BASIN W / RETAINING WALL HYDRAULIC CONNECTION (BMP-1) NTS PR. 3.5" AC OVER 5" " • " " 1' RISER HEIGHT ENERGY DISSIPATION "--PR. 3' SAFETY FENCE I -CONNECTION TO RETAINING WALL PER DETAIL SHEET 10 TO BE INSTALLED AROUND ENTIRE BASIN TG = C" ,------24"X 24" (INSIDE DIM.) PCC. BOX TO BE BUILT FOR 100-YEAR STORM OVERFLOW W/ ADS TRASH CAPTURE DEVICE INSERT, MODEL 6HD24FTC-VC TG=SEE PLAN PR. 3' SAFETY FENCE 3• WELL-AGED SHREDDED CONNECTION TO RETAINING HARDWOOD MULCH WALL PER DETAIL SHEET 10 TO BE INSTALLED TW = B" AROUND ENTIRE BASIN 1, ......... . 24" MIN. COVER 0 0 0 0 Q Q Q Q Q PR. BRENTWOOD STORM TANK MODULES PER DETAIL THIS SHEET . , . , ... -. .· •.·• , .. . ..... . 3.5" AC OVER 5" BASE \ PER GEOTECHNICAL RECOMMENDATIONS r PR. ACCESS MANHOLE FOR MAINTENANCE 1_.,,--STORM CONTROL BOX 4" PVC PER FORA TED PIPE WALL DRAIN INSTALL ORIFICE PLATE DIAMETER PER TABLE HEREON 1• SD FROM BIOFIL TRA TION BASIN TO STORM TANK FOR HYDROMODIFICATION &: Q100 FLOWS BIOFIL TRATION BASIN W / PARTIAL RETENTION WITH RETAINING WALL (BMP-1&2) PR. MASONRY RETAINING WALL IE PER PLAN NTS PR. SURFACE "· •. 4 • •. <I 4 • "'-,,; . . ?.1/, 1/, , EL 6" PVC STORM DRAIN PIPE -- -.__ PR. RETAINING WALL UNDERNEATH GROUND SURFACE PR. SURFACE PR. MASONRY RETAINING WALL __,---PR. RETAINING WALL UNDERNEATH GROUND SURFACE ---t-6" PVC STORM DRAIN PIPE -'----",;;~--'--~~:::::::=,......,r---'-GROUT AS NEEDED 1> ~ PR. RETAINING .JJIE.__c.PE&R..i:PyLA!Jl.N_,,,:::__-+---"-----.J>,-...__~----'~'-'--· WALL FOUNDATION BRENTWOOD STORM TANK DETAIL N.T.S. 10' LANDSCAPE, UTILITY, AND SIDEWALK EAS MENT f-___ PR. 3' SAFETY I FENCE 4' 1.25' PR. 3' SAFETY FENCE CONNECTION TO RETAINING WALL PER DETAIL SHEET 10 TO BE INSTALLED AROUND ENTIRE BASIN DIMENSION PER PLAN INSTALL 24"X24" STORM DRAIN CATCH BASIN FOR 100-YEAR STORM OVERFLOW W/ ADS TRASH CAPTURE DEVICE INSERT, R/W ---3•---, TW = A" -'<~~~ 5'---i I • ?;l TG = C" 1--ie-a!a-~- EXISTING ' NATIVE SUBGRADE '(.1 ' MODEL 6HD24FTC-VC TW = B" LANDSCAPING PER -.--I ,.....,.L ..... ,-.... ~. ,.,&,,., ~~~ .=· .. 'tl· NAL LANDSCAPE ':o ~~ ARCHITECTURAL PLANS '~\~ COMPACTED SUBGRADE ~"A' ~~ ~X 3• NON-FLOATING MULCH ~---;·· t> PR. RETAINING WALL FOUNDATION ' ' ' ~ 8" BIO-FILTRATION SOIL MEDIA INSTALLED ~ PER MANUFACTURES RECOMMENDATIONS NOTES: STORM DRAIN-RETAINING WALL INTERSECTION DETAIL NTS 1. 3" OF MULCH ON TOP OF THE FILTRATION MEDIA IN THE BASINS IS ACCOUNTED FOR WITHIN THE X" RISER HEIGHT DIMENSION. 2. THE 4" OF WASHED PEA GRAVEL LAYER IN THE BASINS IS ACCOUNTED FOR WITHIN THE 18" OF FILTRATION MEDIA DIMENSION. BMP TABLE FACE OF STORM DRAIN-RETAINING WALL INTERSECTION DETAIL NTS ' ~ 4" WASHED PEA GRAVEL ~ y" STORAGE LA YER ~~~-(MIN 5 IN/HR INFILTRATION RATE) "< CLASS 2 OR 3/8" WASHED GRAVEL ,Y, RETAINING WALL -1-1--'I /J'if'1¥9i'r,1F-~:......Ji=/¥=""PF/>I 12" PER NOTE ~'-'=~-'--.-'-B ON SHEET 3 4" PVC PERFORATED~-. PIPE WALL DRAIN 6" PERFORATED PIPE INSTALL ORIFICE PLATE DIAMETER PER TABLE HEREON \_ 4" PVC PERFORATED PIPE WALL DRAIN UNCOMPACTED NATIVE SUBGRADE 6" PVC STORM DRAIN FOR 100-YEAR OVERFLOW CONNECT TO EXISTING PUBLIC STORM DRAIN SYSTEM RISER GRAVEL UNDERGOUND STORMTANK TOP OF TOP OF RISER RISER PIPE IE STORM TANK STORM STORM TANK STORM STORM TANK BIOFILTRATION BASIN W / PARTIAL RETENTION ID# TYPE BMP-1 BIOFlLTRATION (PR-1) BMP-2 BIOFlL TRA TION (PR-1) BMP-3 BIOFlL TRA TION (PR-1) EDGE OF PAVEMENT {PER PLAN) 3.5" ~ 1 • ~ ~ AREA(SF) ORIFICE HEIGHT DIA (IN) "X" (IN) 1,451 0.5 12 1,660 2.0 12 380 0.12 12 PERVIOUS CONCRETE DEPTH •y• (IN) 18 18 30 STORMTANK ORIFICE WALL MAX WALL MIN AREA SF DIA IN A" (FT) 1,850 0.48 68.50 1,338 0.4 70.50 N/A N/A 67.50 tll!IE;_ 1. ORIFICE PLATE & FLANGE CONNECTION TO CONCRETE SHALL BE FITTED WITH 30 DUROMETER NEOPRENE RING. ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT. GREATER THAN PIPE DIA. HOT-DIP GALVANIZED PLATE AffiR HOLES HAVE BEEN DRILLED B" (FT) 67.49 68.30 67.50 ELEV. TG OUTLET IE THROUGH RW INLET IE TANK ELEV. OUTLET IE DRAIN SIZE RISER HEIGHT C" (FT) D" (FT) E" (FT) F" (FT) G" (FT) H" (FT) I" (IN) J" (FT) 66.63 67.83 66.13 62.30 62.22 63.58 65.37 61.13 N/A 0 ORIFICE DIAMITTR (DIA) SEE SIZES FOR EACH BMP BELOW 62.17 63.31 N/A PLUG IF AT END OF RUN 64.50 61.50 10· 2.7 66.18 63.18 12" 2.6 N/A N/A N/A N/A TG --=;::-:,-. " ROUND GRATE □□OD NDS SPEE-D OR EQUAL. AS SHOWN ~000D17. >--4" PVC RISER S.D. PIPE AS SHOWN ON PLAN ' WITH RETAINING WALL (BMP-3) NTS 3" RADIUS ROUNDED EDGE " " • O" CURB 18" CURB OPENING " " L'.l " 18" PCC CURB & GUTTER OPENING PERVIOUS CONCRETE SECTION FLOW CONTROL ORIFICE PLATE 6" DRAIN N.T.S. N.T.S. CONCRETE MIN. 650 psi FLEXURAL STRENGTH R=2'6" 3/8" (TYP) • co ci N.T.S. N.T.S. CAUTION!! EXISIING Ui'OERGROJ'JD UTILITIES AND FAClLITIES 9-10\\N (llj lHESE PLANS HAVE BEEN 03TftJNED FRO,t AVftJLABI.£ RECXR>S W·I0-1 IN MOST CASES AAE SCl-lEMATIC PLANS. THESE PLANS MAY NOT REFlECT All EXISIING UllLITIES. EXACT LOCATl(lll MD DEPTH OF EXISIING UTILITIES AAE UNKNO't\N. 9.,0C(}JTRACTQR TO ~FIRM Tl-£ LOCATia,.JS OF All EXISIING UTILITIES PRlffi m START OF vm<, AND NOTIFY EN~tflR OF vm< OF ANY ascm>ANOES. "AS BU I LT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR 6" CURB DATE DATE I 'in <D I SH7EET I CITY OF CARLSBAD ~1 1------+----------------+----+--t----+----1 ENGINEERING DEPARTMENT l_!!J 1------+----------------+----+--t----+----I " WEAKENED PLANE JOINT 18" 36" CLASS II BASE & PAVEMENT PER SOILS REPORT 1------+----------------+----+---0----+----1 GRADING PLANS FOR: TOYOTA CARLSBAD 5424 PASEO DEL NORTE CARLSBAD, CA 92008 DETAILS $ u N I V E Rs A L ® GRAVIT~A~;;;EIN~ING WALL TO 6" CURB TRANSITION RIBBON GUTTER ~ NO~ APPROVED: JASON S. GELDERT r .... 6,.....,,u ;, .. ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE ~ G G s C C s N.T.S. DWN BY: --PROJECT NO. DRAWING NO. > EN I NEER I N I EN E REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: --CDP2020-0024 543-1A ~ L.---------------------------------------------------------------------------------------.;E;;;.NG;;;;IN;E;ER;.;O;;;.F.;WO;;;;;RK._ ______________ .;OlH;ER~A:;;PP;;Ro:;;v;ALi..l._;C;;;ITY~AP;;;P_;;RO;;;V;AL~~RiiiiVWDiiiiiiiiiiiBiiiY:~~~.:.------iiiiii:i:.---.:ii DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 PLAN VIEW SIDEWALK X 10% MAX o• CF I ~ I L--5%IMAX. ;,, I I I 11 c2%IMAX. LY• I I -------12·------ PETAJL A 1' 1'11DE GROOVED BORDER PER DETAIL A HEREON SIDEWALK 10% '{'",, MAX• ~ SECTION X-X NOlES: 1. ALL CONCRElE SHALL BE 4" THICK 520-C-2500 10% MAX Yi .).l,,-DElECTABLE WARNING SURFACE PER DETAIL HEREON 2. CONCRElE AND DElECTABLE WARNING COLORS SHALL BE PER ARCHllECTS AND SPECIFICATIONS 10% MAX X CURB 5% MAX. i, A • . . B.33% MAX. 2% MAX. • • •t:• ~-L SECTION Y-Y 2.3"-2.4" SEE DETAILS C AND D \~, 0.65" MIN. @ 2.3" to 2.4" •• UNCAlED DOMEI SPACING O.C. 01 ~00000©0©© ' ~ "~" 0 0 0 0 0 0 0 0 0 §"' ~ 00000000000 <w ~ (.)"' 00000000000 zo :::, CW ~ lj,j 0000000©©©© 00000000000 ©©©©©©©0000 DEJECIABI E / TACTILE WARNING Dlf JRUNCAJEP DQMfS PLAN -Dlf 0.45" -0.47" .5" R .NllJIS. DfIAlL C • ... ,0. • 1. DElECTABLE WARNING SURFACE COVER SHALL BE 'IELLOW CONFORMING TO FEDERAL STANDARDS 595B TABLE IV, COLOR NO. 3353B, OR AS SPECIFIED BY THE AGENCY. COLOR SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. 0.9"-0.92" PEIAIL P -·' - 2. TIRUNCAlED DOME TOP DIAMElER OF 0.45" -0.47" AND THE BASE DIAMElER OF 0.9" -0.92". 3. DURING AND AFTER THE TILE INSTALLATION AND THE CONCRElE CURING STAGE, IT IS IMPERATIVE THAT THERE IS NO WALKING, LEANING, OR EXlERNAL FORCES PLACED ON THE TILE TO ROCK THE TILE, CAUSING A VOID BETl'f1EEN THE UNDERSIDE OF TILE AND CONCRElE. 4. LANDING CROSS SLOPE SHALL BE 2.0% MAX. IN BOTH DIRECTIONS. 5. TOOLED JOINT -1/4" DEEP GROOVE 1'11TH 1/4" RADIUS. ~NGED CURB RAMP AND TRUNCATED DOMES NOT TO SCALE TOP OF REINFORCING BAR FLUSH 1'11TH TOP OF CONCRETE PRE-CAST CONCRETE PARKING BUMPER NOT TO SCALE 3/4" HOLE 2 #4 BARS CONTINUOUS _..,,...,---HC PARKING SIGN, TYPICAL 00 -----~! Q7 • :z 00-.... "' ~-DElECTABLE WARNING -- SURFACE PER DETAIL HEREON ~ ==1 ~ ----· ~r= ~j:~ j ~--crfc = 1----· ----· SIDEWALK 1 ,... 11 5• lj. • 12 I ~ CURB LINE OR END OF PARKING SPACE 12· RID 5" • GUTlER ·~i--5.0' ~ TYPICAL SYMBOL 15 17 0 0 6 6 3' (TYP) 3' (TYP) 4" BLUE STIRIPE (TYP) i----:STANDARD HC PARKING-------VAN HC PARKING---! HC RAMP AND PARKING STRIPING NOT TO SCALE 13 CENlERLINE OF PARKING SPACE NOlE: PAVEMENT SYMBOL SHALL BE PAINlED WHllE ON A BLUE BACKGROUND. HC PARKING SYMBOL 14 NOT TO SCALE i-------1B"-----i l1lllfi1 ffii!m,MAY ti ~ING __ Veit Code 22511.H(d) VAN-ACCESSIBLE TANDARD 3" O.D. ALUMINUN ALLOY 6061-TS SLOPE UP 10" DIA. ~ FOOTING I 520-C-2500 b:> CONCRETE __,-i J I 2" MIN NOTES • g 5° PARKING ~ ONLY UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATE ISSUED FOR PHYSICALLY HANDICAPPED PERSONS 1'11LL BE TOm!) AWAY AT OWNER S EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT-~~~---BY TELEPHONING __ _ Yeh. Code 22511.B(d) VAN ACCESSIBLE SIGN DETAIL WHERE APPLICABLE 1. SIGN SHALL BE 1B" x 24" AND CONSTIRUCTION OF 0.062" ALUMINUM. 2. LETlERING, SYMBOL AND BORDER SHALL BE REFLECTORIZED WHITE, ON BLUE BACKGROUND. 3. LETlERING SHALL BE 1" AND 2" HIGH. 4. ATTACH SIGN 1'11TH TWO PIECE SC-7 DIECAST ALUMINUM SIGN CLAMPS. HC PARKING SIGN NOT TO SCALE 18 "AS BU I LT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE I SHBEET I CITY OF CARLSBAD ~1 1------+----------------+----+--1----+----1 ENGINEERING DEPARTMENT l.!!_j 1------+----------------+----+--1----+----I 1------+----------------+-----+---0----+----1 GRADING PLANS FOR: TOYOTA CARLSBAD 5424 PASEO DEL NORTE CARLSBAD, CA 92008 DETAILS JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DA TE DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 > w a:: 1.0 GENERAL NOTES: 1.0.1 THE PROJECT SPECIFICATIONS (A BOOK OF SPECIFICATIONS WHEN PROVIDED) ARE A PART OF THE CONTRACT DOCUMENTS. IF THERE IS A DISCREPANCY FOUND BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THE MOST STRINGENT REQUIREMENT SHALL GOVERN. 1.0.2 EXAMINE THE STRUCTURAL DRAWINGS AND THE SPECIFICATIONS (WHEN PROVIDED) AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ELEVATIONS, DIMENSIONS, AND SITE CONDITIONS INCLUDING ERRORS BEFORE PROCEEDING WITH ANY WORK. OMISSIONS AND CONFLICTS BETWIEEN THE VARIOUS ELEMENTS OF THE DRAW1NGS (AND SPECIFICATIONS) SHALL BE RESOLVIED IN WRITING WITH THE ENGINEER/ARCHITIECT PRIOR TO START OF WORK. 1.0.3 THE DRAWINGS (AND SPECIFICATIONS) REPRESENT THE COMPLETED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTIECT PERSONS AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITIED TO BRACING, SHORING, ETC. OBSERVATION VISITS BY THE ARCHITIECT OR ENGINEER DOES NOT INCLUDE REVIEW OF THESE MEASURES. 1.0.4 TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE WHETHER SPECIFICALLY REFERENCED OR NOT. 1.0.5 DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 1.0.6 NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 1.0.7 ASTM REFERENCES ARE FROM THE LATEST ISSUE AND LATEST REVISION, UNLESS OTHERWISE NOTED. 1.0.8 INVESTIGATE THE SITIE DURING CLEARING AND EXCAVATION FOR UNSUITABLE CONDITIONS, UNCONSOLIDATIED AND UNDOCUMENTED FILLS, BURIED STRUCTURES, UTILITIES, ETC., AND IMMEDIA TIELY NOTIFY THE ARCHITECT /ENGINEER OF ANY SITE CONDITIONS NOT REFILECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR MINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVIERSE SOIL CONDITIONS, GROUNDWATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC. 1.0.9 DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATIOIN. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 1.0.10 RETAINING WALL DESIGN IS BASED ON A GEOTIECHNICAL REPORT PREPARED BY: CONSTRUCTION TIESTING AND ENGINEERING, INC. PROJECT NUMBER: 10-15029G DATE: AUGUST 2 2019 2.0 FOUNDATION: 2.0.1 FOUNDATION DESIGN IS BASED ON A GEOTIECHNICAL REPORT PREPARED BY: CONSTRUCTION TIESTING AND ENGINEERING, INC. PROJECT NUMBER: lQ-l~Q29G DATIE: AUGUST 2, 2019 2.0.2 GEOTIECHNICAL REPORT AND ALL SUPPLEMENTAL REPORTS OR ADDENDA HEREBY BECOME PART OF THESE CONTRACT DOCUMENTS AND SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. 2.0.3 FOOTING DEPTHS SHOWN ARE A MINIMUM AND MAY REQUIRE DEEPENING PER DIRECTION OF THE GEOTECHNICAL ENGINEER. 2.0.4 THE MAXIMUM ALLOWABLE SOIL BEARING PRESSURE SHALL BE AS FOLLOWS: CONTINUOUS FOOTINGS LONG TERM SHORT TERM CONT. FOOTING 2500 psi 2500 psf 2.0.5 FOOTINGS SHALL BEAR ON FIRM UNDISTURBED OR COMPACTIED SOIL PER RECOMMENDATIONS OF THE GEOTIECHNICAL ENGINEER. MINIMUM FOOTING DIMENSIONS AND EMBEDMENTS SHALL BE AS FOLLOWS: MIN. FOOTING SIZES MIN. FTG. MIN. MIN. FTG. 1'11DTH THICKNESS EMBEDMENT CONT. FTG. f -3• 15" 24" 2.0.6 GEOTIECHNICAL ENGINEER SHALL VERIFY IN WRITING TO THE ARCHITIECT /ENGINEER THAT SITIE GRADING WORK COMPLIES WITH ALL OF THE RECOMMENDATIONS AND CONCLUSIONS OF THE GEOTIECHNICAL REPORT. SUBMIT COMPACTION TIEST REPORTS FOR ALL FILL BY A QUALIFIED TIESTING LAB TO ARCHITIECT /ENGINEER BEFORE FOUNDA TIOIN PLACEMENT. ALL LOOSE SOIL AND FILL DIRT SHALL BE COMPACTED PER GEOTIECHNICAL REPORT AND TO THE SATISFACTION OF THE GEOTIECHNICAL ENGINEER AND TO A MINIMUM OF 95% DENSITY. 2.0.7 THE FOOTING EXCAVATIOINS SHALL BE KEPT FREE FROM LOOSE MATIERIAL AND STANDING WATIER AND SHALL BE NEAT AND TRUE TO LINE BEFORE ANY CONCRETIE IS PLACED. EXCAVATION SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTIECHNICAL ENGINEER TO ENSURE COMPLIANCE WITH THE REQUIREMENTS OF THE GEOTIECHNICAL REPORT. 2.0.8 ALL SITIE GRADING WORK SHALL BE PERFORMED UNDER THE DIRECT OBSERVATION OF THE GEOTIECHNICAL ENGINEER. ANY DEVIATIONS IN SOILS COINDITIOINS FROM THOSE DESCRIBED IN THE GEOTIECHNICAL REPORT ARE TO BE REPORTIED TO THE ARCHITIECT /ENGINEER AND GEOTIECHNICAL ENGINEER IMMEDIATIELY. 2.0.9 UTILITY TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTIED IN LAYERS TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER. 2.0.10 ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTIERFERE WITH NEW CONSTRUCTION SHALL BE REMOVIED. 2.0.11 WALL FOOTINGS CAST AGAINST EARTH ARE CONTINUOUS POURED CONCRETE WITH CONTINUOUS REINFORCING PLACED 3" CLEAR OF BOTTOM AND SIDES. 2.0.12 UNLESS OTHERWISE NOTED, WALL FOOTINGS ARE CENTERED UNDER WALLS AND COLUMN FOOTINGS UNDER COLUMNS. 2.0.13 PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN ALL GRADES. 2.0.14 PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE, GROUND, AND OR SEEPAGE WATER. 2.1 RETAINING WALLS: 2.1.1 BACKFILLING OF RETAINING WALLS SHALL ONLY BE PERFORMED WHEN THE WALL HAS REACHED 90% OF ITS DESIGN STRENGTH (USUALLY 7 DAYS). 2.1.2 ALL RETAINING WALLS SHALL BE PROVIDED W1TH PROPER DRAINAGE TO AVOID BUILD UP OF HYDROSTATIC PRESSURE. REFER TO OTHER DRAWINGS & GEOTECHNICAL REPORT FOR RETAINING WALL DRAINAGE. 2.2 RETAINING WALL DESIGN LATERAL PRESSURES: CANTILEVERED RETAINING WALL EARTH LA TIERAL PRESSURE PASSIVIE COEFFICIENT LEVIEL SLOPING PRESSURE OF FRICTION BACK FILL BACK FILL 35 pcf 55 pcf 250 pcf 0.30 a. COEFFICIENT OF FRICTION SHALL BE REDUCED BY 1 /3 WHEN USE CONCURRENTLY 1'11TH PASSIVIE PRESSURE. 3.0 CONCRETE: 3.0.1 CEMENT SHALL CONFORM TO ASTM C150, TYPE 11/V. 3.0.2 AGGREGA TIES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33, 1 1 /2" MAXIMUM SIZE. 3.0.3 THE MAXIMUM CONCRETIE SILUMP SHALL BE PER SCHEDULE BELOW PRIOR TO THE ADDITION OF ANY PLASTICIZING ADMIXTURES. 3.0.4 ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT REDUCE THE STRENGTH OF CONCRETIE. FIL Y ASH (POZZOLAN) IF PERMITTED BY SPECIFICATIONS SHALL NOT EXCEED 25% FOR SLAB ON GRADE AND 25% FOR ALL OTHER CONCRETIE. 3.0.5 THE MIX DESIGN, INCLUDING PROPORTIONS OF MATERIALS FOR A ONE YARD BATCH, SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO ORDERING COINCRETE. 3.0.6 READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 3.0.7 ALL REINFORCING BARS AND INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETIE. 3.0.8 ALL CONCRETIE SHALL HAVE A MAXIMUM DRY DENSITY OF 150 pcf. 3.0.9 MINIMUM CONCRETIE COMPRESSIVE STRENGTHS AT 28 DAYS, AND MAXIMUM SLUMPS SHALL BE AS FOLLOWS: MIN. f'c MAX. SLUMP W/C FOOTING 3,000 psi 4• +/-1" 0.55 3.0.10 ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECT TO FREEZING TIEMPERATURES WHILE WET, SHALL HAVE A WATIER CEMENT RATIO NOT EXCEEDING 0.45 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR PER ACI 613. SUCH CONCRETE SHALL INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS, ETC. 3.1 REINFORCING STEEL: 3.1.1 DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED COINCRETIE STRUCTURES, ACI 315-LATIEST ADOPTIED EDITION. 3.1.2 ALL REINFORCING SHALL BE ADEQUATELY SUPPORTED TO PREVENT DISPLACEMENT BY CONCRETIE PLACEMENT OR WORKERS. 3.1.3 ALL REINFORCING BARS EXCEPT BARS TO BE WELDED SHALL CONFORM TO THE "STANDARD SPECIFICATION FOR DEFORMED BILLET STIEEL BARS FOR CONCRETIE REINFORCEMENT", ASTM A615 GRADE 60. 3.1.4 WHERE REINF. BARS ARE CALLED OUT TO BE CONTINUOUS {CONT.) PROVIDE CONTINUOUS BARS OR FULL SPLICES PER SPLICE TABLE SCHEDULE. IT IS CONTRACTOR'S OPTION TO PROVIDE CONTINUOUS BARS WHERE SPLICES ARE SHOWN. 3.1.5 ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3.1.6 ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETIE COVIER: CONCRETIE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3• CONCRETIE EXPOSED TO EARTH OR WEATHER: N0.6 THROUGH N0.18 BAR 2· N0.5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2" 3.1.7 SHOP DRAWINGS FOR SIZE AND LAYOUT OF REINFORCING BARS ARE REQUIRED WHEN NOTIED IN THE LIST OF REQUIRED SHOP DRAWING SUBMITTALS. 4.0 MASONRY: DESIGN STRENGTH: fm = 1900 psi MASONRY COMPONENTS STRENGTH @ 28 DAYS CONCRETIE MASONRY UNITS 1900 psi GROUT 2000 psi MORTAR (TYPE S) 1900 psi 4.0.1 ALL MASONRY WORK SHALL CONFORM TO INTERNATIONAL BUILDING CODE (IBC), LA TEST ADOPTED EDITION AS LISTED HEREIN. 4.0.2 CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS IN ACCORDANCE WITH ASTM C90 WITH MAXIMUM LINEAR SHRINKAGE OF 0.065%. 4.0.3 CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 4.0.4 MORTAR SHALL CONFORM TO ASTM C270 EXCERPTS FROM ASTM C270: TABLE 1 PROPORTION SPECIFICATION REQUIREMENTS PROPORTIONS BY VOWME (CEMENTITIOUS MATIERIALS) AGGREGATIE RATIO PORTLAND MORTAR MASONRY MORTAR TYPE CEMENT HYDRATED (MEASURED IN CEMENT CEMENT DAMP, LOOSE OR LIME OR BLENDED LIME PUTTY CONDITIONS) CEMENT M s N M s N M 1 - - - - - -1/4 s 1 - - - - - - OVER 1/4 CEMEN TO 1/2 T- N 1 OVER 1/2 - - - - - -LIME TO 1 1/4 OVER 1 1/4 0 1 - - - - - -TO 2 1/2 M 1 - -1 - - - - M -1 - - - - - -NOT LESS s 1/2 1 THAN MORTAR - - - - - -2 1/4 AND NOT CEMENT MORE THAN 3 s - -1 - - - - -1/2 THE SUM N - - -1 - - - - OF SEPARATE VOLUMES OF 0 - - -1 - - - - CEMENTITIOUS MATIERIALS M 1 - - - - -1 - M - - - -1 - - - 1/2 s - - - - -1 - MASONRY CEMENT s - - - - -1 - - N - - - - - -1 - 0 - - - - - -1 - TABLE 2 PROPERTY SPECIFICATION REQUIREMENTS A AGGREGATIE AVG. RATIO WA TIER AIR (MEASURED IN COMPRESSIVIES RETIENTION, CONTIENT, MORTAR TYPE TRENGTH AT 28 DAMP, DAYS, MIN. MIN.% MAX.% B LOOSE CONDITIONS) M 2500 psi 75 12 CEMENT-s 1800 psi 75 12 LIME N 750 psi 75 14C 0 350 psi 75 14C NOT LESS THAN 2 1/4 AND NOT MORE THAN 3 1 /2 M 2500 psi 75 12 THE SUM OF SEPARATIE MORTAR VOLUMES OF CEMENTITIOUS CEMENT MATERIALS s 1800 psi 75 12 N 750 psi 75 14C 0 350 psi 75 14C M 2500 psi 75 18 MASOINRY s 1800 psi 75 18 CEMENT N 750 psi 75 20D 0 350 psi 75 20D '°LABORATORY PREPARED MORTAR ONLY 8sEE NOTIE Cwi-iEN STRUCTURAL REINFORCEMENT IS INCORPORATIED IN CEMENT-LINE OR CEMENT MORTAR, THE MAX. AIR COINTENT SHALL BE 12%. ~EN STRUCTURAL REINFORCEMENT IS INCORPORATED IN MASONRY OR CEMENT MORTAR, THE MAX. AIR COINTENT SHALL BE 18%. SPECIAL INSPECTION NOTES 1. 'NOTICE TO THE APPLICANT/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR 4.0.5 MORTAR JOINTS SHALL BE STRAIGHT, CLEAN AND UNIFORM IN CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY W1TH THE REQUIREMENTS OF THE CITY OF CARLSBAD FOR SPECIAL THICKNESS, AND SHALL BE TOOLED AS SHOWN ON THE PLANS OR INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES." AS SPECIFIED (FLUSH JOINTS IF NO SPECIAL TREATMENT SPECIFIED). UNLESS OTHERWISE SPECIFIED OR DETAILED ON THE 2. 'NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY W1TH THE REQUIREMENTS OF THE CITY OF CARLSBAD FOR SPECIAL PLANS, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE 3/8" THICK WITH FULL MORTAR COVERAGE ON THE FACE SHELL. STATEMENT OF SPECIAL INSPECTION AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES." 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF CARLSBAD, DEVELOPMENT SERVICES, IN THE CATEGORY WORK REQUIRED TO HAVE SPECIAL 4.0.6 OVERHANGING MORTAR DROPPINGS AND ALL DEBRIS SHALL BE INSPECTION. REMOVED FROM ALL CELLS RECEIVING GROUT. FAILURE TO 4. THE CONSTRUCTION MATERIALS TIESTING LABORATORY MUST BE APPROVED BY THE CITY OF CARLSBAD, DEVELOPMENT SERVICES, FOR TIESTING OF MA TIERIAL, REMOVE DEBRIS SHALL BE CAUSE FOR REJECTION OF WALL AND SYSTEMS, COMPONENTS AND EQUIPMENTS. ALL REPAIR OR REWORK NECESSARY SHALL BE ENTIRELY AT 5. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE, ACTING AS THE OWNER'S AGENT, SHALL EMPLOY ONE OR MORE AGENCIES TO CONTRACTOR'S EXPENSE. PERFORM INSPECTIONS DURING CONSTRUCTION. STRUClURAL OBSERVATION 4.0.7 VERTICAL HEAD JOINTS SHALL BE BUTTERED WELL FOR A 1. THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE STRUCTURAL DESIGN SHALL SUBMIT A STATEMENT IN WRITING TO THE PDCI INSPECTOR, STATING THAT THICKNESS EQUAL TO THE FACE SHELL OF THE BLOCK AND DURING THE CONSTRUCTION OF THIS STRUCTURE, SITE VISITS HAVE BEEN PERFORMED TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL THESE JOINTS SHALL BE SHOVED TIGHTLY SO THAT THE MORTAR PLANS, SPECIFICATION AND CHANGE ORDERS. FURTHER, THE STATEMENT SHALL, IN DETAIL, NOTIE HOW ANY DEFICIENCIES HAVIE BEEN CORRECTED. BONDS WELL TO BOTH BLOCKS. IF IT IS NECESSARY TO MOVIE A 2. ALL OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNERS REPRESENTATIVE, SPECIAL INSPECTOR CONTRACTOR, & INSPECTION SERVICES. BLOCK SO AS TO OPEN A JOINT, THE BLOCK SHALL BE REMOVED THE STRUCTURAL OIBSERVIER SHALL SUBMIT A WRITTEN STATEMENT TO INSPECTION SERVICES THAT SITIE VISITS HAVE BEEN MADE AND IDENTIFYING AND FROM THE WALL, CLEANED AND SET IN FRESH MORTAR REPORTED DEFICIENCIES THAT HAVIE NOT BEEN RESOLVIED. THE STRUCTURE WILL NOT BE IN COMPLIANCE UNTIL THE DESIGNER HAS NOTIFIED INSPECTION SERVICES THAT ALL DEFICIENCIES ARE RESOLVIED. 4.0.8 GROUT SHALL CONFORM TO ASTM C476. 3. STRUCTURAL OIBSERVATION DOES NOT INCLUDE OR WAIVE THE INSPECTIONS REQUIRED BY SECTIONS 108, 1701 OR OTHER SECTIONS FOR THE CODE. 4. AT A MINIMUM, THIS STRUCTURE REQUIRES SITE OBSERVATIONS BEFORE THE FOLLOWING HAS BEEN STARTED: EXCERPTS FROM ASTM C476: A. POURING THE INITIAL CAISSONS. B. DURING OR IMMEDIATELY AFTIER COMPLETION OF THE FOLLOWING CRITICAL DETAILS: B.A. PLACEMENT OF FOOTING REINFORCEMENT TABLE 2103.12 8.8. PLACEMENT OF MASONRY WALL REINFORCEMENT AT EVERY LIFT GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION STATEMENT OF SPECIAL INSPECTIONS NOTES: PARTS BY PARTS BY A. THE CONSTRUCTION INSPECTIONS LISTIED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CBC. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS VOLUME OF VOLUME OF AGGREGA TIE, MEASURED IN A ARE IN ADDITION TO, AND NOT A SUBSTITUTIE FOR THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITYS INSPECTOR. SPECIALLY INSPECTIED WORK PORTLAND DAMP.LOOSE CONDITION WHICH IS INSTALLED OR COVIERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. TYPE HYDRATED CEMENT OR LIME OR LIME e. SPECIAL INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK PER CBC REFERENCED ABOVE. BLENDED c. IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST TWO WORKING DAYS PRIOR PUTTY FINE COARSE CEMENT TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED 1'11THOUT SPECIAL INSPECTION IS SUBJECT TO REMOVAL. D. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETIED AND SUBMITTED TO THE CONSTRUCTION 2 1/4-3 TIMES MANAGEMENT AND INSPECTIOIN DEPARTMENT. THE SUM OF E. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF CARLSBAD IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTIOIN. FINE THE VOLUMES F. THE CONSTRUCTION MATIERIALS TIESTING LABORATORY MUST BE APPROVED BY THE CITY OF CARLSBAD CONSTRUCTION MANAGEMENT AND INSPECTION 1 3/32 -GROUT OF THE DEPARTMENT FOR TIESTING OF MATIERIALS SYSTEMS, COMPONENTS AND EQUIPMENT. CEMENTITIOUS G. A PROPERTY OWNER'S FINAL REPORT FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TIESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED MATIERIALS BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OR ENGINEER OF RECORD AND SUBMITTED TO THE CITY OF CARLSBAD CONSTRUCTION MANAGEMENT AND INSPECTION (CM&I) DEPARTMENT. 2 1/4-3 TIMES 1-2 TIMES THE SUMMARY OF SPECIAL INSPECTIONS: THE SUM OF SUM OF THE CONCRETE DESIGN STRENGTH = 3000 PSI COARSE THE VOLUMES VOLUMES OF REINFORCING STEEL AND PRESTRESSING STEEL TENDONS = 60 KSI GROUT 1 3/32 OF THE THE STRUCTURAL MASONRY = 1500 PSI CEMENTITIOUS CEMENTITIOUS VERIFY SOILS CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. MATIERIALS MATIERIALS VERIFY THAT FOUNDATIOIN EXCAVATIONS EXTIEND TO PROPER DEPTH AND BEARING STRATA. PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE DENSITY AND BEARING VALUES. PROVIDE SOIL EXPANSION TIEST RESULTS AND EXPANSION INDEX. 4.0.9 SPECIFIED COMPRESSIVE STRENGTH-PROPORTIONS ESTABLISHED BY STATEMENT OF SPECIAL INSPECTIONS; LEVEL 2 INSPECTION-MASONRY 28-DAY COMPRESSIVE STRENGTH TIESTS IN ACCORDANCE WITH TEST FROM THE BEGINING OF MASONRY CONSTRUCTION, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: METHOD C 1019 THAT OBTAIN THE SPECIFIED COMPRESSIVE STRENGTH. INSPECTION TASK: CONTINUOUS PERIODIC THE GROUT SHALL BE MIXED TO A SLUMP OF 8 in. TO 11 in. AS DETERMINED A. PROPORTIONS OF SITIE-PREPARED MORTAR GROUT AND PRESTRESSING GROUT OF BONDED TIENDONS. X BY TIEST METHOD C 143/C 143M AND SHALL HAVE A MINIMUM COMPRESSIVE B. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS. X STRENGTH OF 2000 psi AT 28 DAYS. C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TIENDONS AND ANCHORAGE. X D. GROUT SPACE PRIOR TO GROUTING. X 4.0.10 ALL CELLS SHALL BE FILLED SOLID WITH GROUT UNLESS OTHERWISE E. PLACEMENT OF GROUT. X NOTED. THE INSPECTION SHALL VERIFY: 4.0.11 ALL GROUT SHALL BE CONSOLIDATIED 1'11TH A MECHANICAL VIBRATOR. INSPECTION TASK: CONTINUOUS PERIODIC MINIMUM 4000 rpm, 3/4" MAXIMUM HEAD. PROVIDE INSPECTION AND A. SIZE AND LOCA TIOIN OF SPECIAL ELEMENTS X CLEANOUT HOLES AT THE BASE OF GROUTED CELLS FOR ALL LIFTS B. TYPE, SIZE, AND LOCATION OF ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE OR MASONRY TO STRUCTURAL X GREATER THAN 5'-0". MEMBERS, FRAMES OR OTHER CONSTRUCTION. X 4.0.12 WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL C. SPECIFIED SIZE, GRADE, AND TYPE OF REINFORCEMENT. D. PROTIECTION OF MASONRY DURING COLD WEATHER (TIEMP. BELOW 40'F) OR HOT WEATHER (TIEMP. ABOVE 90'F) X CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT E. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS SHALL BE OBSERVIED. X POUR 1 1 /2" BELOW TOP OF THE UPPERMOST UNIT. F. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE COINSTRUCTION DOCUMENTS AND THE APPROVED X 4.0.13 UNLESS OTHERl'l1SE NOTED, ALL MASONRY SHALL BE CONSTRUCTED WITH SUBMITTALS SHALL BE VERIFIED. A RUNNING BOND PATTERN. REQUIRED VERIFICATION AND INSPECTION OF SOILS: INSEEi;IJQN IAS~; CQNIJNUOUS EEBIQDIC 4.0.14 ELECTRIC CONDUIT BOXES AND/OR OTHER OBSTRUCTIONS ARE NOT 1. VERIFY MATIERIALS BELOW FOOTINGS ARE ADEQUATIE TO ACHIEVIE THE DESIGN BEARING CAPACITY X PERMITTED IN CELLS CONTAINING REINFORCING, UNLESS APPROVIED BY 2. VERIFY EXCAVATIOIN ARE EXTIENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATIERIAL X THE ENGINEER. 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. X 4.0.15 UNLESS OTHERl'l1SE SHOWN ON THE PLANS, ALL LAP SPLICES OF 4. VERIFY USE OF PROPER MATIERIAL, DENSITIES, LIFT THICKNESS DURING PLACEMENT, AND COMPACTION OF X CONTROLLED FILL. REINFORCING STEEL IN MASONRY SHALL BE PER SCHEDULE. 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITIE HAS BEEN PREPARED PROPERLY. X 4.0.16 ALL HORIZONTAL REINFORCEMENT BARS SHALL BE PLACED IN BOIND BEAM REQUIRED VERIFICATION AND INSPECTION OF CONCRETIE CONSTRUCTION: MASONRY UNITS. INSEEi;IJQN TAS~-CQNIJNUOUS EEBIQDIC 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. X 4.0.17 ALL VERTICAL REINFORCEMENT BARS SHALL BE PLACED AT THE CENTIER 2. VERIFYING USE OF REQUIRED DESIGN MIX. X OF THE WALL UNLESS OTHERW1SE SHOWN. VERTICAL BARS ARE TO BE 3. AT THE TIME OF FRESH CONCRETIE IS SAMPLED FABRICATIE SPECIMENS FOR SHEAR TIEST, PERFORM SLUMP AND AIR CONTIENT TIESTS AND DETIERMINE THE TIEMP. OF THE CONCRETIE. X TIED OR OTHERWISE FIXED IN POSITION AT INTERVALS OF NOT MORE THAN 200 BAR DIAMETERS AND AT TOP AND BOTTOM. 4. INSPECTION OF CONCRETIE AND SHOTCRETIE PLACEMENT FOR PROPER APPLICATION TIECHNIQUES X 5. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMP. AND TECHNIQUES X 4.0.18 PROVIDE A MINIMUM OF ONE BAR DIAMETER OF GROUT BETWEEN MAIN 6. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND X REINFORCING AND MASOINRY UNITS. PROVIDE A MINIMUM OF 1" GROUT STRUCTURAL SLABS AROUND ALL BOLTS EMBEDDED IN MASONRY. 7. INSPECT FORM WORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETIE MEMBER BEING FORMED. X 4.0.19 ALL MASOINRY SHALL BE CONSTRUCTIED WITH SINGLE OPEN-END MASONRY UNITS. "AS BUil T" 4.0.20 FOR ALL MASONRY WORK INSPECTIONS SEE INSPECTION AND TESTING SHEETS. UNIVERSAL® RCE EXP. DATIE REVIEWED BY: ENGINEERING SCIENCES INSPECTOR DATIE I SH9ET I CITY OF CARLSBAD WJ ENGINEERING DEPARTMENT 1 GRADING PLANS FOR: TOYOTA CARLSBAD --~ 5424 PASEO DEL NORTIE /If,~~ T -'~~ ~ CARLSBAD, CA 92008 RETAINING WALL DETAILS 1,:,,: .. nn1 g ~: -..,...,. i APPROVED: JASON S. GELDERT ~o No.61013 :i:lf, Ii EXP.12/31/24 !:I r,;,,,. e,,,,,.., tt JP.,. • • ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DA TIE J'~ C/Vl\.~'l-/1\ DWN BY: PROJECT NO. DRAWING NO. 'torcA\.f DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CDP2020-0024 543-1A ENGINEER OF WORK DlHER APPROVAL CITY APPROVAL RVWD BY: x DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 V r TRENCH PIPE 1'-6" I MIN. I TT 1-~ ,TT~ 1! '----'' __, --1 NO DIGGING FOR PIPE TRENCH PARALLEL TO FOOTING 1'11THIN THIS LINE 1L 2 , -90' HOOK INTO FOOTING FOOTING~½ / • / • ~1----------r---------'l<i ' FOOTING KEY ------...,__ -,~ ....... Z X I ~ ADD'L 2-/15 ~ EA. SIDE PIPE SLEEVE ~ "" S ~ 1'11TH ID 2" l's_ "co • .> GREATER THEN OD I '\."' I <> OF PIPE TYP. •Q~~=:J•:},....l ---+=+----_.,,.-ADD'L 2-#4 ~ ,.,/ T & B X 3'-0" ' BOTTOM OF KEY , ........ ---~. NOTE: 1..,....,..-;-I I • 1. l'IHERE PIPES ARE MORE THAN 2'-o• BELOW BOTTOt.t OF FOOTING, STEP FOOTING DOWN PER 8 2. NO PIPES TO BE PLACED IN THIS HEIGHT 3. NO PIPES TO BE PLACED 1'11TH IN THE FOOTING 9• ., TENCH PIPE DETAIL OF PIPING AT FOOTING NOTE: SAWCUT BRICK OR CMU AS REQUIRED A v , I/ I/ I/ • z ...-:::E • :z "' -::I PROVIDE OPEN END BLOCK AT CMU WALLS. FILL W/ POL YSUUPHIDE SEALANT EACH SIDE, SEE ARCH -------,. 7 ? V I/ PROVIDE CLEAN-OUT /l\ I/ I/ I/ 1, 7 ? V I/ AT ALL CELLS FOR GROUTING LIFT GREATER THAN 5°-0· r I r I/ I/ I/ 1, -1½" /15 BARS ---++-~i'._ KEY KOLD JOINT 7 "f---,1'- STOP EVERY OTHER FULL HEIGHT HORIZ REINF. AS SHOWN SECTION NOTES: 1. PROVIDE JOINTS AT INTERVALS NOT TO EXCEED 50 FEET EXCEPT AS NOTED. v I/ I/ I/ I/ I/ 7 ? / ' , ' SECTION CONTROL JOINT MASONRY WALLS VERTICAL CONSTRUCTION JOINT IN MASONRY WALL "Id" TENSION DEVELOPMENT (EMBEDMENT) LENGTH OR STANDARD END HOOKS ' I ( GRADE 60 BARS-NORt.tAL WEIGHT CONCRETE GENERAL USE) ldh ST AND ARD 90' HOOK SIDE COVER> 2 ½" (•) 2• MIN. COVER (•) ldh ~ ~ STANDARD 180' HOOK SIDE COVER> 2 ½" (•) 2• MIN. COVER (•) BAR fc=3000 psi fc=4000 psi f'c=5000 psi SIZE ldh ldh ldh 113 6" 6" 5• J4 8" 7• 6" 15 10· g• 8" ,u; 1·-0· 10· g• B? 1'-2" 1'-o· 11" IIR 1' 4" 1' 2" 1'-0" NOTE: (•) WHEN EITHER SIDE OR END COVER IS SMALLER THAN THESE NUt.tBERS MULTIPLY 'ldh' BY 1.4 REINFORCING BAR SPLICES LENGTH FOR TENSION LAP SPLICES (FOR GRADE 60 BARS ( c=3000psi) BAR BOTTOt.t BARS TOP BARS SIZE A B A B #3 17 22 22 28 #4 22 29 29 37 #5 28 36 36 47 #6 33 43 43 56 f7 48 63 63 81 LAP SPLICES SHALL BE CLASS B SPLICES. TOP BARS ARE HORIZONTAL BARS \\1TH t.tORE THAN 12" DEPTH OF CONCRETE CAST BELOW THE REINFORCEMENT. MULTIPLE HORIZONTAL BARS IN A SINGLE VERTICAL PLANE SUCH AS HORIZONTAL BARS IN WALLS TIES ARE NOT TOP BARS. BARS SHALL BE SPACED A t.tlNIMUt.t OF 3 BAR DIAMETERS ON CENTER IN ORDER TO USE THE TABULATED SPLICE LENGTHS. POUR JOINT (J) @) :r: PR. 3' SAFETY FENCE, ---......._ I SEE DETAIL 11 'j W 4" SOLID Ct.tU;1 V CAP BLOCK 7 - . . . .... . . 250 PSF LIVE LOAD I I I I MAX 5% SLOPE . . . h,dl-11-------#4 (TOTAL 2 ON 8" t.tAS) _--#4 @ 24" O.C. VERT (PER TABLE IN.) MASONRY V LU SOLID GROUT, SPC INSP---.., DRAINAGE LINING 6 I"-~ A bars CMU SITE RETAINING WALL SCHEDULE AND DETAILS -+-----------~l..1.3/Jba~ILTER t.tATERIAL, 1" MAX. -~ CRUSHED AGGREGATE, 4cu. ft. #4 (TOTAL 2 ON 12" MAS)--.........._"'\-o:l:,,I--IV PER 4• DIA DRAIN OR 1cu. ft. NOTES: 1. ALL CMU WALLS SHALL BE SOLID GROUT AND 1'11TH SPECIAL INSPECTION, SEE CMU GENERAL NOTES FOR ADDITIONAL INFORMATION. 2. REFER TO CIVIL DRAl'l1NG FOR FOLLOl'l1NG: WATERPROOFING MATERIAL AND DRAINAGE REQUIREMENTS. -40 DIA. LAP 2'-o• t.tlN. NOTES: 1. WHERE VER. OR HORIZ. BARS ARE SHOWN IN THIS DETAIL, PROVIDE BARS OF SAt.tE SIZE AND DETAIL AS SHOWN ON DRAl'l1NGS FOR WALLS. WHERE SIZE IS NOT SHOWN, USE AT LEAST /15 VERTS. AND #4 <-,. I"'~ 2. ;::: ,. --...\...._ 6" -90' HOOK HORIZ. (•) INDICATES LOCATION OF VERT. BARS PLACED AT CENTERLINE OF WALL (1 BAR PER CELL) CORNER ( o) INDICATES LOCATION OF VERT. BARS PLACED AT EACH FACE OF WALL (2 BARS PER CELL) SEE DRA\\1NGS FOR VERT. REINF. 3. AT CONTRACTORS OPTION, CORNER BARS t.tAY BE USED TO LAP (40 DIA. MIN.) W/ HORIZ. REINF. AS FOLLOWS: 40 DIA. \ LAP ~ FLOW OR GROUT V: BREAK SHELL FOR 2'-0" t.tlN. ~ r OPEN END BLOCK --,, ., ,__ -· I I ,,. . r-- 1 \ 10· • , #4 X '1-.i1 IN@ 24 INTERSECTION OF WALLS ....... . :1--'-----4----<1---__,: CORNER 3 CORNER BARS INTERSECTION 2 CORNER BARS MINIMUM MASONRY REINFORCING DETAILS -cl I D 6d OR &.~~- 4<I OR '<P. ... ~ 2-1/2" t.tlN. --01 2-1/2" MIN. ,:-: -C ( . ', I I JI -i;l Li. Cl ....!!. -Cl --- 90" HOOK 180' HOOK sir t:1QQ1S ~J:r t:IQQIS D=6d FOR #3 TO #8 D=8d FOR #9 TO fl11 D=10d FOR 14# TO 1/18 PRINCIPAL REINFORCING 6 1 MAX OFFSET BEND NOTE: ALL BENDS SHALL BE MADE COLD BAR BENDS ' ' MIN. D = 1-1/2" FOR #3 MIN. D = 2" FOR #4 MIN. D = 2-1/2" FOR 1/5 TIE OR STIRRUP [ ONE DIA. OR :;;; 1" MIN 'G ', BAR CLEARANCE ® ® ' -~ PER 12" Of OPEN HEAD 1J4 @ 24" O.C. VERT.----..,_ II JOINTS. (PER TABLE IN.l MASONRY FILTER FABRIC W SOLID GROUT, SPC INSP~ 4• PVC TO DAYLIGHT 6 Et.tBEDME;T ~ '\., -H/3 r@cl barsr1[- PER PLAN m ~ )!i 1/ 1 , I Jw!,~-,.---. l.r-1;-t--.-. ----t-•• ~,~ .. 1r--. • • :1 : t .. I 3 #5 @ 18" O.C. T&B->' -' c+----+---~••~-------i---- V 3•1 bars~ r i--if MIN. E bars T K f--L ----l----F--+-----,-M ----, -----w-----, HORIZ. LAP SPLICE L L TYP. WALL\ REINF. \ -90' HOOK l l U BARS TO MATCH WALL HORIZ. REINF. 2-5# MIN. SINGLE MAT ·V///_//,0 V y / / / /, , '/ DOUBLE MAT i----2-51/ @ 8" CMU 2-61/@ 12" CMU PLAN AT JAMB OR WALL END MINIMUM REINFORCING AT CONCRETE & MASONRY WALL ENDS NOTES: 1. 4" MIN DIA. PERFORATED PVC PIPE (SCHEDULE 40 OR EQUIVALENT) 1'11TH PERFORATIONS ORIENTED DOWN AS DEPICTED. t.tlNIMUt.t ½% GRADIENT TO SUITABLE OULET BY OTHERS 12" TO 18" OF LOWER PERt.tEABILITY NATIVE MATERIAL COt.tPACTED TO 90% RELATIVE COMPACTION WATERPROOFING TO BE SPECIFIED BY ARCHITECT SOIL BACKFILL COt.tPACTED TO 90% RELATIVE COMPACTION U.N.O. BY OTHERS SOILS \\1TH LOW EXPANSIVE POTENTIAL (EXPANSION INDEX Ii_ 50 - ~~ ,ill 1 / / JI I i' II I I i' II~ / / =171=1 I I= v'.'..· //~""~:-?"" 1' t.tlN Vj ~ I 0 : V /~~~----- / APPROVED / PANEL DRAIN V / ~ I APPROVED RETAINING WALL PER PLAN AND --/ / I FILTER FABRIC WALL SCHEDULE Vv'.'.1/ / / I t.tlRAFI 140N FILTER I// FABRIC OR V / ~ I APPROVED EQUIV. COMPACTED UF.ILNL.OT. OBY900%THt.tERINS. \ V / J I -H ~ ~ , I J ~ OPEN GRADED '1c I~< • ,,_. ¾" AGGREGATE 2 (t.tlN.) .,,--\--\-, -t-z-:-. ----c.m, 1i=~=nV!t:,,'.'. ffi ....,.!.1 1~~ "'~ ~-~--['/u~~·~·~·~1 ~ -I 7 : r--::::rn=il~"'- -I l-:;:l_ -' 1 -~ FOR CONTINUOUS 1 O' -o• DA YUGHT U.N.O. COMPACTED ENGR. FILL TO 90% t.tlN. - TYP. RETAINING WALL BACKFILL DRAINAGE AND SETBACK DRAIN INFO. SEE NOTE (11 ABOVE RETAINING WALL Dlt.tENSIONS AND REINFORCING STEEL H (max.) 6'-7" -5'-9" BASIN WALL 7'-2" -6'-2" BASIN WALL LEVEL W/ 250 PSF LIVE LOAD LEVEL W/ 250 PSF LIVE LOAD. SHORT HEEL h1 2'-7" 8" BLOCK 3'-2" 8" BLOCK h2 4'-0" 12" BLOCK 4'-0" 12" BLOCK T f-611 w 51-3· K 1'-6" L 1'-011 t,t 3'-3" F 1'-0"' A Bars n @ 16" B Bars 11@ 8" C Bars n @ 16" D Bars n @ 16" E Bars n @ 16" 1'-6" 6'-0" 1'-8" 3'-0" 2'-0" 1'-0" #7 @ 16" n @ 8" #7 @ 16" #7 @ 16" #7 @ 16" RETAINING WALL DETAIL NOT TO SCALE t.tORTAR OR CAST IN PLACE CONCRETE ' . . r FINISHED GRADE • f -t= 4-"''•'·"-~' =rn=rr,::-- N~ I/ ,:;;;,:,y:·l/~111 "11r", GROUT FILLED BLOCK CELLS -k V I 111 I ' t I'--,.. i,,1=111, .,111~ -~----~l I/ • • 1,. • :,: • v "'-/ I/ ') I/ ,J's._ HORIZONTAL REINF. THRU V / BOND BEAt.t I/ '~ ; , :~ VERTICAL REINF. V WALL CAP DETAIL WALL CAP, SEE DETAIL 4 V SAFETY FENCE POST DETAIL @ 7'-11" -6'-8" BASIN WALL LEVEL W/ 250 PSF LIVE LOAD 3'-11" 8" BLOCK 4' -0" 12" BLOCK 1'-6" 6'-0" 2'-0" 2'-o· 3'-0" f7 @ 16" 11@ 8" #7 @ 16" f7 @ 16" #7 @ 16" NOTE: REINFORCING TO MATCH SIZE & SPACING OF FOOTING REINF. NOTE: SLOPE TO BE 1 VERT. TO 2 HORIZ. EXCEPT l'IHERE SHOWN OTHERl'l1SE TYP. STEPPED WALL FTG. • • "AS BU I LT" UNIVERSAL® RCE __ _ EXP,____ DATE REVIEWED BY: ENGINEERING SCIENCES INSPECTOR DATE CD 0) ~O CITY OF CARLSBAD ~1 l-----+---------------+---+--t-----t------1 L...!Q_j ENGINEERING DEPARTMENT L!!J 1-----+---------------+---+--t-----t------1 GRADING PLANS FOR: TOYOTA CARLSBAD 5424 PASEO DEL NORTE CARLSBAD, CA 92008 RETAINING WALL DETAILS APPROVED: ®1-----+-,,r--------------+---+--t-----t------1 :::;:t;;:;N"t·~IN::::~;;;;~:;::~"=l='t:::;:::NA:::G::::ER;--;:::::::R=CE=6==3=91=2:::::::EX=P=IR=ES=9=l/=30:;;J/=24===D=ATIE==; N, DWN BY: ---PROJECT NO. DRAWING NO. JASON S. GELDERT DATE INITIAL DATE INITIAL CHKD BY: __ > ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: CDP2020-0024 543-1A ~L---------------------------.L.--------------------------L---------------------------------.L::::.;;;;.;;;;._ ______________ .;:;.;;;;;;;:.~;;;.;..;;;.;;;;:.L:iiiiiiiiiiiiiiiiiii~~~~-------~---iiiiiiiil DocuSign Envelope ID: FA713FF0-63DC-4A41-9C18-D2C93C3CFB13 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 CAUTION!! E)()SIING Ul'URffiOJND UllLITIES i'JllD FAOLITIES 3-iOV,N O'l ~ PLANS HA\£ BEEN OOTJ'Jf\ED FRa.1 AVJ'JI..AB..E RECXHJS w-m-1 IN MOST CASES ARE SCHEMATIC A.ANS. ~ PLANS MAY NDT REFlECT All.. E)()SIING UllLITIES. EXACT LOCATIO'l AND DEPTI-1 CF E)()SIING UTILITIES ARE UNKNOt\N. SJBCOHRACTCR TO CO'lFIRM TI-IE LOCATICNS CF All.. E)()SIING UTILITIES PRICR TO START CF vrnK, i'JllD NOTIFY ENGNEER CF vrnK CF ANY llsrnEPAN□ES. !; ---'"' ' '' ,, ,, '' ,, '' BMP-2 ~ I I"--!. ---....:. I !__:::::f ~ 17:. ;;__@~ BMP TABLE BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) fl . . INSPECTION * FREQUENCY 2 .SQ -. -.. D . MAINTENANCE * FREQUENCY d . . . . \ I PR. 3' SAFETY FENCE CONNECTION TO RETAINING WALL PER DETAIL SHEET TREATMENT CONTROL 1' RISER HEIG~T 10 TO BE INSTALLED ENERGY DISSIPATION AROUND ENTIRE BASIN 0 PERVIOUS I·.•·. \::.I PAVEMENT . TC-10 16,262 SF. 543-1A 3 SEMI-ANNUALLY ANNUALLY HYDROMODIFICATION & TREATMENT CONTROL 543-1A 3 QUARTERLY SEMI-ANNUALLY HYDROMODIFICATION ® STORMTANK I_-_-~ MP-50 3,188 SF. 543-1A 3 QUARTERLY SEMI-ANNUALLY SOURCE CONTROL MIN. 18" MEDIA \'llTI-1 MIN.~~ l====o======o=====o====..-=====o=====;======,=====.-=========l 5 IN/HR FILlRATION RAlE G) BMP SIGN ---u-8 EA. 543-1A 11 SEMI-ANNUALLY ANNUALLY •SEE BMP NOlES &: TABLE ® STENCIL TRASH CAPTURE BMPs © TRASH CAPTURE DEVICE □ SD-13 □ MP-52 13 EA. 543-1A 4 3 EA. 543-1A 4 SEMI-ANNUALLY ANNUALLY SEMI-ANNUALLY ANNUALLY 4" WASHED PEA GRAVEL 6" PERFORATED PIPE . . . . " V ·" • "· . .. . . . . . . . . . . ~ + + .. .. .. .. .. .. .. ... .. .. " . + ... .. + .. .. .. .. " .. .4 . .. . . . . . .. . . <I 9 D □ D □ V 9 4 .. d ;.,-, ORIFICE PER TABLE BELOW 0 20 .. • V ·,-,. V . <J" 4 " v·<J . • " <J ,, V • V <J " • " V <I V• " <J -v V ·" <J V • " <J lli. • □ c,Q . . • . I l : : : I f::"rl""""'='~ • : • : I : : : : I I : : : : I I ~~ : : : :, I I _...,..__,. ::::rr : : : :1 I . . . I ----::f I . • . I -----1 : : I -=-"", . . I . . -~-. I -. ~--, ! ) : . . . I -.......--...:. I, :-:~ ~ ---:-f l~ ; ; ; [ I ----I . > :f I , ... ! : • : • I . . -~-: : : : I --+-~::: :l I : : : :\ I SINGLE SHEET BMP SITE PLAN PARTY RESPONSIBLE FOR MAINTENANCE: NAME STELLAR PROPERTIES, LLC ADDRESS 6030 AVENI DA ENCINAS SUITE 200 CARLSBAD CA 92011 PHONE NO. (760) 496-2931 PLAN PREPARED BY: NAME_-=DA...,N-"'M...,.AT .... H ___ _ CONTACT~J~VS~I=IN=KN=IG-H~I- SIGNATURE COMPANY CONSTRUCTION TESTING & ENGINEERING INC. ADDRESS 1441 MONTIEL ROAD SUITE 115 ESCONPIPO CA 92026 PHONE NO. (760) 746-4955 BMP NOTES: CERTIFICATION _N_O_. 6_10_13_ No.61013 :x ~ EXP.12/31/24 "' 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIPR 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. CONSTRUCTION NOTES: (D CONSTRUCT BIORETENTION BASIN PER DETJ'JL 1, SHEET 3 OF DWG. 543-1A @ INSTALL PERMEABLE PAVERS PER DETAIL 2, SHEET 3 OF DWG. 543-1A @ INSTALL BMP SIGN &: DETAIL PER TIHIS SHEET © INSTALL TIRASH CAPTURE DEVICE INSERTS, MODEL 62HD24FTC 24"X24" INLET INSERT '5' CONSTRUCT STORMTANK MODULE 20 SERIES, 36" IN HEIGHT STORM WATER SYSTEM l:V OR EQUIVALENT PER MANUFACTURE'S RECOMMENDATIONS @ INSTALL "NO DUMPING" STENCIL PER SD-13 PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING OUR WATER WAYS CLEAN MAINTAIN l'f1TIH CARE -NO MODIFICATIONS \'11TI-IOUT AGENCY APPROVAL DETAIL WATER QUALITY SIGN PLACED AT EACH BIOFIL TRATION BASIN NOlE: ALL BIOFILlRATION AREAS \'11LL HAVE A SIGN POSlED TO BE VISIBLE AT ALL TIMES. NOlE: 18" LENGTI-1 X 12" HEIGHT MINIMUM ~--, :: I : -............ ------a :_: :_):1 1 11 lO' f-....___ PR. 3' SAFETY LANDSCAPE, UTILITY, I FENCE PR. 3' SAFETY FENCE CONNECTION TO RETAINING WALL PER DETAIL SHEET 10 TO BE INSTALLED AROUND ENTIRE BASIN . : -: 11 AND SIDEWALK EAS MENT X --+--I • • ·~--DIMENSION PER PLAN : : : : I I R/W J-·~ --+--I ... .. 1 3 X INSTALL 24"X24" STORM DRAIN CATCH BASIN FOR 100-YEAR STORM OVERFLOW W/ ADS lRASH CAPTURE DEVICE INSERT, MODEL 6HD24FTC-VC : : : :r\ I . /,, .. / , / t -""'9"'--tl" • I I .,, " ----~«<~ 'b •. •. ![ EXISTING • ~/ />. / "' . . ' NATIVE ,-====='!'====II: : : : ~ SUBGRADE • . • 11 ~~""'Ill > : I : : : . I I -===!--::: I 4" WASHED~~ PEA GRAVEL COMPACTIED SUBGRADE ~-I -~-~-I-~~-~ ---b--. ---.-:I~~ 3" NON-FLOATING MULCH m-In:::::in:=rI - -= 11 a· BIO-FILlRATION soIL MEDIA INSTALLED I PER MANUFACTURES RECOMMENDATIONS -t~-t-(MIN 5 IN/HR INFIL lRA TION RA TE) l!--'s;i,.'---'.~ y" STORAGE LAYER CLASS 2 OR 3/8" WASHED GRAVEL 12• PER NOTE ......----,........... 8 ON SHEET 3 .. '.!J'B .... "Q:8" .... :=rs .. .., "SB" "' .. Se .. / \_ 4• PVC PERFORATED PIPE WALL DRAIN .,,,. 40 -11 i-;-T : 1 I 6 • PERFORATED PIPE /vJ! I ! EDGE OF PAVEMENT (PER PLAN) 24"X24" RISER FOR 0100 OVERFLOW PERVIOUS CONCRETE SD OUTILET TO CONNECT TO PUBLIC SD SYSTEM (18" FOR BMP-1, 12" FOR BMP-2) PERVIOUS CONCRETE SECTION N.T.S. INSTALL ORIFICE PLATE DIAMETER PER TABLE HEREON UNCOMPAClED NATIVE SUBGRADE 6" PVC STORM DRAIN FOR 100-YEAR OVERFILOW CONNECT TO EXISTING PUBLIC STORM DRAIN SYSTEM BIOFILTRATION BASIN W / PARTIAL RETENTION ' WITH RETAINING WALL (BMP-3) NTS "AS BU I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1------+----------------+----+--t----+----1 L!..!J ENGINEERING DEPARTMENT L..!!.J 1-------+----------------+-----+---o----+----1 ;:;:G::;;:R:;:;AD;;:;IN:;::;G~P:;::;LAN::;:;::;:S;;:::::;;F::;;:OR;;:::========:::::....::==::::: APPROVED: TOYOTA CARLSBAD 5424 PASEO DEL NORTE CARLSBAD, CA 92008 SINGLE SHEET BMP JASON S. GELDERT E{c;jN~~«t.~AGER RCE 63912 EXPIRES 9 30 24 DA 1E