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Home My WebLink AboutDWG 540-7A; SDP 2021-0029; IONIS PHARMACEUTICALS LOTS 21 & 22; 01-47NF 37C401066 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER OF WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF 'A-' OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY 'BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. 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. 7. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDA T/ONS OUTLINED IN THE SO/LS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE 'EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SO/LS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRE-CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRE-CONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRE-CONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT /760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORKDAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (57 OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RE SUL TING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE /S BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 540-7L AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COO RD/NA TE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE COX COMMUN/CA T/ONS CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 'SAN DIEGUITO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT 'VALLECITOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT 'BUENA SAN/TAT/ON DISTRICT 'AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: 811 (800)411-7343 (619)237-2787 (800)227-2600 (619)262-1122 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 x1330 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SO/LS 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 COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA 1. ALL SLOPES THAT ARE GRADED6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TE RED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 112 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a DF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION DF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL DR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HAR.ROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SO/LS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. ABANDONMENT NOTES PART/ALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%)-70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANENTLY STABILIZE FLAT AREAS (S5%)-70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADE QUA TE. 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION ORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM SCATES OF BN BUILDERS AT 1858) 210--0902 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 LOCA T/ONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS 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 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSER.VAT/ON, STATE OF CALIFORNIA. "DECLARATION OF RESPONSIBLE CHARGE" FOR SHEETS 1-28 I HEREBY DECLARE THAT I AMTHEENGINEEROFWORKFOR THIS PROJECT, THAT /HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PASCO LARET SUITER AND ASSOC/A TES, INC. ADDRESS: 535 N. HIGHWAY 101, SUITE A CITY STATE: SOLANA BEACH, CA TELEPHONE: (858) 259- DATE: _ __,612...,2(,:oa3._ __ _ R.C.E. NO.: 68075 REGISTRATION EXP/RATION DATE: 06-30-2025 SOILS ENGINEER'S CERT/FICA TE I, EMILIO ALVARADO, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATE OF 10/2021 AND 01/2023. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. I , SIGNED: DATE: EMILIOALVARAOO 06-22-2023 FIRM: GEOCON, INCORPORATED 6960 FLANDERS DR SAN DIEGO, CA 92121 (858) 558-6900 R.C.E. 66915 OWNER'S CERTIFICATE I 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 STA TE-REGULA TED SWPPP, I ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. OWNER'S NAME ELIZABETH L HOUGEN (PRINTED NAME) IONIS PHARMACEUTICALS, INC. 2855 GAZELLE COURT CARLSBAD, CA 92010 (760) 603-2562 SOURCE OF TOPOGRAPHY 6/21123 DATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL TOPOGRAPHY METHODS FROM INFORMATION GATHERED BY SAN-LO AERIAL SURVEY AND SUPPLEMENTED BY FIELD TOPOGRAPHY ON MAY 26, 2018 AND AUGUST 27, 2022, BY PASCO LARET SUITER & ASSOCIATES, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. REFERENCE ORA WINGS CITY OF CARLSBAD DRAWINGS: -No. 415-9A -CARLSBAD OAKS NORTH PHASE 1 GRADING PLANS -No. 415-91 -CARLSBAD OAKS NORTH PHASE 2 GRADING PLANS -No. 415-9J -CARLSBAD OAKS NORTH PHASE 2 IMPROVEMENT PLANS -No. 415-9X -CARLSBAD OAKS NORTH PHASE 3 GRADING PLANS -No. 467-4A -IONIS PHARMACEUTICALS GRADING PLAN POTHOLE NOTE!!! CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION OF PROPOSED UTILITIES ~Ess, PREPARED BY: VICINITY MAP CITY OF OCEANSIDE HJGHWAY 78 -SITE <!',{,, CITY OF "--"" '-' SAN MARCOS I.A cos7;4 AVE PACIFIC OCEAN CITY OF ENCINITAS INDEX OF SHEETS 1... ........ TITLE SHEET 2 ........... KEY MAP & NOTES 3 ........... SECT/ONS 4 ........... SECTIONS & DETAILS 5 ........... DETAILS 6-9 ....... .PRECISE GRADING PLAN 10 ......... PAVING PLAN 11-14 .... STORM DRAIN PLAN PROJECT ADDRESS INTERSECTION OF WHIPTAIL LOOP & GAZELLE COURT CARLSBAD, CA 92010 OWNER IONIS PHARMACEUTICALS, INC. 2855 GAZELLE COURT CARLSBAD, CA 92010 (760) 603-2562 LEGAL DESCRIPTION LOTS 21 & 22 OF CARLSBAD TRACT NO. 97-13-03, CARLSBAD OAKS NORTH PHASE 3, ACCORDING TO MAP THEREOF NO. 16145, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY CALIFORNIA. ON OCTOBER 13, 2016 AS DOCUMENT 2016-7000438 OF OFFICIAL RECORDS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAO 83 (CCS83), EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS CLSB-97 AND CLSB-98 BEING A GRID BEARING OF NORTH 00°30'28" WEST AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271, CITY OF CARLSBAD SURVEY CONTROL, FILED ON FEBRUARY 8TH, 2002 AS FILE NUMBER 2002--0112862 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY BENCHMARK THE BENCHMARK FOR THIS SITE IS A CITY OF CARLSBAD SURVEY CONTROL MONUMENT DESIGNATED AS A 2-1/2" BRASS DISK MARKED "CLSB-098" ON THE CURB AT THE SOUTHEAST CORNER OF ORION STREET AND ORION WAY PER CITY OF CARLSBAD RECORD OF SURVEY NUMBER 17271. ELEVATION: 338.892 FEET (NGVD•29) 15-17 .... STORM DRAIN DETAILS 18 ......... DEMOLITION PLAN 19 ......... SINGLE SHEET BMP SITE PLAN 20 ........ .RETAINING WALL KEY MAP 21-27 .. .RETAINING WALL PLAN & PROFILES 28 ....... .REMEDIAL GRADING SECTION 29-35 ... SOIL NAIL WALL DESIGN 36-47 .. .RETAINING WALL STRUCTURAL PLANS PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 209-120-23-00, 209-120-24--00 EARTHWORK QUANTITIES GRADED AREA CUT QUANTITIES REMEDIAL GRADING FILL QUANTITIES EXPORT NOTE: 7.17 ACRES 68,000CY 9,000 CY 30,000 CY 38,000 CY THE GRADING QUANTITIES ABOVE ARE AN ESTIMATE FOR PERMITTING PURPOSES ONLY. THE EARTHWORK ASSUMES A 10-INCH ASPHALT PAVING SECTION WITHIN THE PARKING LOT/DRIVE AISLE AREA, AN 8-INCH BUILDING PAD, 6-/NCH SITE CONCRETE THICKNESS, AND BIOFIL TR.AT/ON BASIN SECTION SPOILS. THE GRADING QUANTITIES SHOWN ABOVE DO NOT ACCOUNT FOR VAR/A TIONS DUE TO LOSS FROM CLEARING AND GRUBBING, STRIPPING, SHRINKAGE, SWELL, UNSUITABLE MATERIALS, UTILITY TRENCH SPOILS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN INDEPENDENT QUANTITY & MATERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS IND/CA TED ON THESE ORA WINGS & IN CONFORMANCE WITH THE PROJECT'S GEOTECHNICAL REPORT & SUBSEQUENT UPDATE LETTERS. DISTURBED & IMPERVIOUS AREA TOTAL LOT AREA = 8.37 ACRES TOTAL DISTURBED AREA= 7.51 ACRES {THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIUGRA VEL PILES, UTILITY TRENCHES, BACKFILL CUTS & SLOPE KEYWAYS) DESCRIPTION EXISTING IMPROVEMENTS DWG.NO. SYMBOL EXISTING WATER EXISTING RECYCLED WATER EXISTING SEWER .. EXISTING STORM DRAIN .. EXISTING SEWER MANHOLE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING STREET LIGHT EXISTING MONUMENT (PROTECT IN PLACE) EXISTING IRRIGATION WATER SERVICE. . NOTE --w----RW----s ----SD--- ~ l>O<l ® ~ • ------<CD WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS & FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, & PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, 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. 3. THIS SET OF PLANS. 4. RESOLUTION NO. 7472 DATED MARCH 1, 2023. 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. PROJECT NO. 06442-32-31A DATED OCTOBER 19, 2021 AND SUPPLEMENTS DA TED JANUARY 10 AND 18, 2023. 7. SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSIONDEVELOPMENTPERMITCONDIT/ONSDATED NIA . 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED AUGUST 2002. -- 10. STORM WATER POLLUTION PREVENTION PLAN, PREPARED BY PLSA DA TED JANUARY 2023. WOIDNO. 9 11. STORM WATER QUALITY MANAGEMENT PLAN, PREPARED BY PLSA DA TED JANUARY 2023. 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION RIGHT-OF-WAY . LOTLINE CENTERLINE PROPOSED CONTOUR EXISTING CONTOUR SPOT ELEVATION FLOW DIRECTION AND SLOPE. LIMIT OF GRADING .. SETBACK LINE 6" CURB AND GUTTER. 6"CURB 3' RIBBON GUTTER CONCRETE BROW DITCH RETAINING WALL LEGEND DWG.NO. ,SOR.SD G-2 (TYPE G)" .SDRSD G-1 .. ,DETAIL F SHEET 5. .SDRSD D-75 (TYPE BJ" .. .PER BUILDING.PERMIT CAST IN PLACE RETAINING WALL. . . .SHEET 20, 24, 26, 36,47 MASONRY UNIT RETAINING WALL , SHEET 20-27, 36-47 . SOIL NAIL RETAINING WALL ....... SHEET 20, 29-35 DEEPENED FOOTING SCREEN WALL .. VEHICULAR CONCRETE . BIOFIL TRA TION BASIN PRIVATE STORM DRAIN PIPE. . (SIZE & TYPE PER PLAN) 12" HOPE STORM DRAIN PIPE. 18" HOPE STORM ORAN PIPE WATER METER & BACKFLOW ROOF DRAIN STORM DRAIN CLEANOUT (TYPE A} . , PER STRUCTURAL PLANS . .PER LANDSCAPE PLANS . ,DETAIL O SHEET 5 ... SDRSD D-60", D-61 .. .. , SDRSD D-60", D-61 .. ,SDRSD D-60, D·61 , SEE ORA WING 540-7 ... .PER PLUMBING PLANS . , SDRSD D-09 . BROOKS BOX CATCH BASIN (SIZE PER PLAN} SHEET 15 CATCH BASIN (TYPE F). , SDRSD D-07 CURB INLET (TYPE A) . . ... , SDRSD D-01 . CURB INLET (TYPE BJ . , SDRSD D-02" WING HEADWALL , SDRSD D-34 STRAIGHT HEADWALL (TYPE A). . .SDRSD D-30 RIP RAP. . ...... SDRSD D-40" . BACKFLOW PREVENTION ASSEMBLY. . ..... SEE DWG. 540-7 . TRUNCATED DOMES ,SDRSD G-30 BIOCLEAN MODULAR WETLAND SYSTEM .. , SHEET 16 FENCE. . .. .PER LANDSCAPE PLANS . SYMBOL QUANTITY --- --RJW- -----CIL- ---293 --- ---293 --- 293.00 TC 2.0% ~ IV IV , 1,612 LF --Ml -. .45 CY. -==--=-CII-==-.. ,8,130SF .6,820SF ~ :SlE ___ ... 1,259 LF. SD filEI -----@ [!] [lg] □Iii [!Qi] ,1,362 LF . . .7EA. .34EA ;JEA 5%1 . ..... 1EA IPJ -., ) = °""" ~ = ~ 1-1 ~ 0 □ □ □ . ,/EA. ,3EA .10EA. . .16EA. .2EA ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. • CITY OF CARLSBAD STANDARD DRAWINGS. " AS MODIFIED BY CITY OF CARLSBAD STANDARD DRAWINGS. NOTE: ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY; THE CONTRACTOR IS RESPONSIBLE 1'1m"THEIR OWN INDEPENDENT QUANTITY & MATERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS INDICATED ON THESE DRAWINGS. •~s BUILT" RCE __ _ EXP. ___ _ DATE BUILDING PERMITS WILL NOT BE ISSUED FOR THIS PROJECT UNLESS THE LOCAL AGENCY PROVIDING WATER AND SEWER SERVICES TO THE PROJECT PROVIDES WRITTEN CERT/FICA TION TO THE CITY THAT ADEQUATE WATER SERVICE AND SEWER FACILITIES, RESPECTIVELY, ARE AVAILABLE TO THE PROJECT AT THE TIME OF THE APPL/CAT/ON FOR THE BUILDING PERMIT, AND THAT WATER AND SEWER CAPACITY AND FACILITIES WILL CONTINUE TO BE AVAILABLE UNTIL THE TIME OF OCCUPANCY. REVIEWED BY: INSPECTOR DATE ~~'( IV. <.,_' ~ I es PASCO LAREY SUITER l----+--+---------------,1----+--+----+----I I SH1EET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.iU :==:'..=========='..==::::::: PRECISE GRADING PLANS FOR: 811, ' ~ / ~ Know what's be low. Call before you dig. ~ No. RCE 68075 XP. 06-30-2 ~ ~~~Olti~l[E~ Clv\\ San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com ~ ENGINEER OF WORK GRE~~--p~• ~ R. CE NO. 68075 EXP. 06-30-25 6/22123 DATE DATE JNJTJAL ENGINEER OF WORK REVISION DESCRIPTION DATE JNITTAL DATE JNJTTAL OTHER APPROVAL CITY APPROVAL JONIS PHARMACEUTICALS GR.2022--0049 LOTS 21 & 22 TITLE SHEET APPROVED: JASON S. GELDERT fr:iN:fft.~GER OWNBY: MiM CHKDBY: RVWDBY: RCE63912 EXPIRES 9130/24 PROJECT NO. SDP2021--0029 SDP2021--0029 DATE DRAWING NO. 540-7A NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 FENCE PER LANDSCAPE PLANS PROP. 3:1 SLOPE 3' BENCH I 5% I PIL UMITOF GRADING UMITOF GRADING DITCH TYPE RSDD-75 SITE SECTION SEE PRECISE GRADING PLAN SHEET 6 4' PROP. 2:1 SLOPE PROP. BROW DITCH TYP 'B' PER SDRSD D-75 ' C \ SITE SECTION ' :-< I SEE PRECISE GRADING PLAN SHEET 6 5.5' 5% 18'PARKJNG 1% -PROP GUARDRAIL PER ARCHITECTURAL PLANS 7.5' 1.5% ---- EX. SURFACE 18'PARKJNG NOTTO SCALE 24' DRIVE AISLE PROP. ASPHALT PAVING PER PAVING PLAN SHEET 10 20'PARKING ------- PROP. PARKING STRUCTURE FF 414.50 SITE SECTION SEE PRECISE GRADING PLAN SHEET 6 124' 20'PARKING 2.5% <-'4~.5-' -.---~2~4~' D~R~l'l<~E~A~/S=LE~---.--~18~' P.~:<i~R~Kl~N~G __ _, 3' PROP. BROW DITCH TYPE 'B' PER SDRSD D-75 J_ EX. SURFACE PROP. GUARD RAIL PER ARCHITECTURAL PLANS --- 18'PARKJNG PROP. 6' CURB PER SDRSD G-01 1.5% 49' 24' DRIVE AISLE PROP. ASP.HALT PAVING PER PAVING PLAN SHEET 10 10' 7' -PARALLEL PARKJNG 5% / / / / -L EX. SURFACE __/ / 24' DRIVE AISLE 18'PARKJNG ------ EX 2:1 SLOPE FENCE PER LANDSCAPE PLANS P/L 5.5' PROP. BUILDING 1.5% 417.33 FG FF 418.00 -E-- NOTTO SCALE FENCE PER LANDSCAPE PLANS EX. 2;1 SLOPE , ING PIL 'PROP. BROW DITCH TYPE 'B' PER SDRSD D-75 NOTTO SCALE 4.5' PROP. GUARDRAIL PER ARCHITECTURAL PLANS PROP. RETAINING WALL PER BUILDING PERMIT PROP. PARKING STRUCTURE FF 414.50 GARAGE AND RETAff/J/1 G 7' 1:1 INFLUENCE UNE SITE SECTION PROP. BIOF/L TRA T/ON BASIN 3 PER DETAIL N SHEET 5 418.00 TW 1.5% PROP.4' SIDEWALK SEE PRECISE GRADING PLAN SHEET 6 7.3' 417.33 FG PROP. BUILDING FF 418.00 NOTTO SCALE I EX SURFACE --- --ff-:;=:....::·4:;beRAt$!· ~S'f1H·:!;!EN~Ci!,_L§eGS~U!!J.R!;:E·2~4';!!:83~'=:::::;:;;;:;_:==b:0\!!>ll!2B>mlN~G:f2-B'<;i0ef;!!· KSjz~4'-:::__::-=-:.....:; -6.8' SCREEN WALL SCREEN WALL SCREEN WALL PROP. CONCRETE PAVEMENT PROP BIOFIL TRATION BASIN 2 PER DETAIL N SHEET 5 SITE SECTION SEE PRECISE GRADING PLAN SHEET 6 & 7 PROP. 2:1 SLOPE PROP. HAND RA/UNG ARCHITECTURAL PLANS 7.5' PROP. RETAINING WALL 'D'SEE DETAIL 5 SHEET 45 r EX. SURFACE NOTTO SCALE .,....,---. 33; DRlvE AISLE --L --- --- ""' .. / PROP. 6' CURB • PER SDRSD G-01 8 SHEET 45 'AIL 5 SHE PROP. 6' CURB PER SDRSD G-01 - ---------------- -j t-', SITE SECTION 1 :,s I SEEPREC/SEGRAD/NGPLANSHEET7 - PIL LIM/TO GRADING 2.5'BENCH PROP. 2:1 SLOPE SITE SECTION SEE PRECISE GRADING PLAN SHEET 8 PROP. 2:1 SLOPE PROP. ASPHALT PAVING PER PAVING PLAN SHEET10 DRIVING AISLE PROP. ASP.HALT PAVING PER PAVING PLAN SHEET 10 NOTTO SCALE PROP. 6' CURB PER SDRSD G-01 PROP. HAND RA/UNG PER ARCHITECTURAL PLANS PROP. RETAINING WALL 'C' PROP. CONCRETE PATIO SEE DETAIL 8 SHEET 45 SITE SECTION PROP. BIOFILTRA TION BASIN 2 PER DETAIL N SHEET 5 SEE PRECISE GRADING PLAN SHEET 6 NOTTO SCALE NOTTO SCALE PROP. 6' CURB PER SDRSD G-01 --- PER PAVING PLAN SHEET 10 ltr-., SITE SECTION • , 1 SEE PRECISE GRADING PLAN SHEET 8 - CHTYPE'B' DD-75 SUBDRAIN PER DETAIL ON SHEET 5 PROP. RETAINING WALL 'J' SEE DETAIL 6 SHEET 45 NOTTO SCALE •~s BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~Ess, '#" IV. lj i PREPARED BY: PASCO LARET SUITER l----+--+---------------,1----+--+----+----I I SH3EET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.iU :==:'....=::========='....=::::=::::::: . RCE 68075 . 06-30-2 Clv\\ ~ ~~~Olti~l[E~ San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com 6122123 DATE R C.E. NO. 68075 EXP. 06-30-25 DATE INITIAL ENGINEER OF WORK DATE INJnAL DATE INJnAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022-0049 LOTS 21 &22 SECTIONS APPROVED: JASON S. GELDERT f;;IN:t't.zAGER OWNBY: MLM CHKDBY: RVWDBY· RCE 63912 EXPIRES 9130/24 PROJECT NO. SDP2021-0029 SDP.2021-0029 DATE DRAWING NO. 540-lA NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 GRATE ELEVATION PER PLAN 3" CLEAR, MIN. FL ELEV. PER PLAN PRIVATE PCC CURB & GUTTER; WIDTH AND HEIGHT VARIES PER PLAN GRATE ELEV. PLUS 0.10'(TYP) 24" X 24" PRE-CAST CATCH BASIN PER DETAIL C SHEET 15 c--\----\--------~------- • DIREST/Qt/ . <l. PRIVATE PCC CURB & GUTTER; WIDTH AND HEIGHT VARIES PER PLAN GRATE ELEVATION PER PLAN PRIVATE PCC CURB & GUTTER; WIDTH AND HEIGHT VARIES PER PLAN "' TWO (2) -#4 REBAR, --.;~--h--a CONTINUOUS NOTES: " 1. CONCRETE SHALL BE 520-C-2500 2. PROVIDE JOINTS PER SDRSD G-10 MODIFIED 6" CURB PER SDRSD G-1 3. REINFORCE WI TWO (2) #4 CONTINUOUS REBAR. ASPHALT PAVING PER PAVING PLAN, SEE SHEET10 6"CURB & GUTTER PER SDRSD G-02 24" X 24" PRE-CAST CATCH BASIN PER DETAIL C SHEET 15 ELEV. PER PLAN 3' PRIVATE PCC CURB & GUTTER; WIDTH AND HEIGHT VARIES PER PLAN • • OFFLOW. ~~~ GRATE ELEV. PLUS 0.10' D/Rf=CTION • - • OF. FL-OW • . ~~---.: 24" X 24" PRE-CAST CATCH BASIN PER DETAIL C SHEET 15 . ;.. GRATE ELEV PLUS 0.10' 00/RECTlbN • OFFLOW ~-~ MODIFIED -6" PCC CURB SECTION PER SDRSD G-01 ASPHALT PAVING CONNECTION TO CURB & GUTTER RIBBON GUTTER TRANSITION AT INLET DETAIL CORNER GUTTER TRANSITION AT CATCH BASIN GUTTER TRANSITION AT CATCH BASIN NOTES: -----3' ------- 1.5' 318" 1. PROVIDE JOINTS PER SDRSD G-10 2. REINFORCE WI THREE/3) #3 CONTINUOUS ., -.•. NOTTO SCALE A. C. & BASE PER PAVEMENT SECTION TABLE. SEE SHEET 10 3. PLACE REBAR ON CHAIRS TO ENSURE REBAR PLACEMENT AT MID SLAB 4. CONCRETE SHALL BE 560-C-3250 5'x5' LANDING 2% OR LESS 6"CF ELEVATION PER PLAN TRUNCATED DOMES PER SDRSD G-30. . , ' ' ,f ' ~. , ... _, .'r5!, ~--·~ ..... .. O"CF ELEVATION PER PLAN NOTTO SCALE 6"CF ELEVATION PER PLAN 4' MIN. O" CURB FACE 6"CURBPER SDRSDG-1 FLOW) 9' A A 6" CURB & GUTTER PER SDRSD G-2 TYPEG FACE OF CURB NOTTO SCALE EXPANSION JOINT PER SDRSD G-10 SECT/ONA-A NO SCALE TOP OF WALL BOTTOM OF WALL FINISH GRADE TOP OF FOOTING :c 1 NOTTO SCALE PROPOSED BROW DITCH PER SDRSD D-75, TYPE B FINISH GRADE PROPOSED DRAINAGE PANEL (MIRADRAIN 6000 OR APPROVED EQUAL) PROPOSED WATER PROOFING PER ARCHITECTURAL SPEC SECTION 07 13 25 t---i~ MIRAFI 140N OR EQUAL 4"PERFPVC ¾" CRUSHED ROCK (1 CF/FT ASPHALT PAVING NOTTO SCALE #3 CONTINUOUS BAR IN ADDITION TO PCC SLAB REINFORCEMENT IN THICKENED EDGE P. C. C. CONCRETE PER PROJECTS GEOTECHNICAL REPORT CONCRETE RIBBON GUTTER SECTION ACCESS RAMP DETAIL 'H , CURB BREAK IN ISLAND DETAIL I TYPICAL RETAINING WALL DRAINAGE DETAIL G) THICKENED EDGE DETAIL NOTTO SCALE REFER TO SDRSD G-31, G-32A AND G-32B FOR ADDITIONAL REQUIREMENTS NOTTO SCALE ..._5 , 3' DEEP TRUNCATED DOMES PER SDRSD G-30, COLOR TO BE YELLOW CONFORMING TO FEDERAL STANDARDS 595B TABLE IV, COLOR NO. 33538 VARIES 2% PROPOSED BLDG - ~\:,,r.:~:--.-:~· ; .. ; ., f,._t,· -~1~~r!!!j I JI,, CONCRETE SIDEWALK DEEPEN CONCRETE SIDEWALK TO 6" AT DOMES #4 REBAR DOWEL @ 18" 0. C. 4" IMBED INTO CURB 12" IMBED INTO MID Of CONCRETE FLATWORK 3' O" CURB PER DETAIL A THIS SHEET CONG. WHEEL STOP PER DETAIL M THIS SHEET AC PAVING SECTION PER PAVEMENT SECTION TABLE ON SHEET 10 2% -MAX TWO (2) CONTINUOUS #4 REBAR IN SDRSD G-1 CURB, TYP. PER DETAIL A THIS SHEET 6'x4' LANDING 2% OR LESS 6"CF ELEVATION PER PLAN O"CF 6"CF 6'MIN 5' MIN TRUNCATED DOMES PER SDRSD G-30. 5'WX3'D, COLOR PER REGIONAL STD. DWG. G-30 .·8.33% . MM. EL PER PLAN· O"CURBFACE 6'MIN O"CF 6"CF ELEVATION PER PLAN 6'x4' LANDING 2%0RLESS ®ZERO CURB DETAIL PEDESTRIAN ACCESS RAMP DETAIL NOTTO SCALE REFER TO SDRSD G-27, G-32A AND G-32B FOR ADDITIONAL REQUIREMENTS NOTTO SCALE 6" VERTICAL CLEANOUT PER PLAN TG ELEV PER PLAN ANCHOR LINER PER MANUFACTURER SPEC'S §:! c§ ill f-----------------,\---~--VARIES ----1-----------------\----.-j "-TB ELEV PER PLAN 3' BENCH REQUIRED WHEN SLOPING BACK DOWN 18" SOIL MEDIA WITH MIN. 5 INIHR FILTRATION RATE 3" WELL-AGED SHREDDED HARDWOOD MULCH 3" LA YER OF CLEAN & WASHED ASTM 33 FINE AGGREGATE SAND OVERLYING A 3" LAYER OF ASTM NO. B STONE DRAIN ROCK CONSISTING OF CAL TRANS STANDARD SPECIFICATION 68-2.0F(3) CLASS 2 PERMEABLE MATERIAL PRE-CAST CATCH BASIN, SIZE PER PLAN 6" PERFORATED PVC SUBDRAIN 6" CIRCULAR ORIFICE FOR ALL BASINS SUBDRAIN ORIFICE DETAIL FG ELEV PER PLAN ' 30 MIL IMPERMEABLE LINER EXCAVATED SLOPE 30 MIL IMPERMEABLE LINER PRE-CAST CATCH BASIN, SIZE PER PLAN HOPE HARDLINE PIPE OUTLET, SIZE AND FL PER PLAN EXISTING UNCOMPACTED 6" PERF PVC SUBDRAIN 6" CIRCULAR ORIFICE FOR HMP FLOW CONTROL, SEE DETAIL BELOW NOTES: 1. COVER PLANTER SURFACE WITH 3" THICK LA YER OF MULCH. 2. PLANTS SELECTED SHALL BE PER APPROVED PLANT LIST· APPENDIX E.21 OF THE CITY OF CARLSBAD BMP DESIGN MANUAL 3. PLANTER SOIL MIX TO CONSIST OF 20% COMPOST, 60% SAND, 20% TOP SOIL (NO CLAY}, 4. PROVIDE 6" DIA. SUBDRAIN PER SDR-35 WITH 318" DIA. PERFORATIONS WITH 4 HOLES PER ROW. PERFORA T/ON ROWS SPACED 6" ON CENTER, ALONG LENGTH OF PIPE. 5. CAP SUBDRAIN OUTLET AT THE UPSTREAM END. 6. ATTACH LINER TO RETAINING WALL (WHERE APPLICABLE) PER CITY OF SAN DIEGO STD DWG NO. SDSW-14. ,'a"', TYPICAL BIOFILTRA TION BASIN SECTION 112" R 1'-6" 3-518" EVATIONPT. ON PLANS 4 2"WEAKENED PLANE JO/NT NOTES: 2'-6"R 1. CONCRETE SHALL BE 520-C-2500 2' 2. PROVIDE JOINTS PER SDRSD G--09, G-10 3. SEE SDRSD G-4A FOR ADDITIONAL DETAILS 112" I-- MODIFIED -6" ROLLED CURB TYPE A BMP VER/FICA TION REQUIREMENTS: 1. NOTIFY THE ENGINEER OF WORK (E.O. W.) 72 HOURS PRIOR TO THE PLACEMENT OF THE ROCK AND SOIL MEDIA. 2. PROVIDE CONSTRUCT/ON PROGRESS PHOTOS TO THEE. 0. W. THE PHOTOS SHALL CLEARLY DEMONSTRATE THE DEPTHS OF THE FILL MATERIALS VIA THE USE OF A TAPE MEASURE OR SIMILAR DEVICE. 3. PROVIDE SURVEY DATA TO THE E.O. W. OF THE TOP OF THE SOIL MEDIA LA YER AND THE INLET TO DEMONSTRATE THAT THE AREA AND ELEVATION REQUIREMENTS SHOWN ON THE PLANS HAVE BEEN MET. ~Ess1 '#" IV. lj i , RCE 68075 . 06-30-2 Clv\\ NOTTO SCALE 5 NOTTO SCALE 5 NOT TO SCALE PRECAST CONCRETE WHEEL STOP WI DRAINAGE SLOTS 6' AC PAVING SECTION PER PAVEMENT SECTION TABLE ON SHEET10 ON UNDERSIDE (12" WIDE) FRONT ELEVATION SECURE Wlf"DIA. STEEL ROD THRU WHEEL STOP AT A DEPTH OF 30" O"CURBPER DETAIL A THIS SHEET 3' SIDE ELEVATION AC PAVING SECTION PER PAVEMENT SECTION TABLE ON SHEET 10 ® CONCRETE WHEEL STOP NOTTO SCALE CONCRETE PAVERS PER LANDSCAPE ARCHITECT PLANS 1/2"R ;.. 1'-6" 3-518" EVATIONPT. ON PLANS • "' 112"R -11--1/2" 2"WEAKENED PLANE JO/NT NOTES: 1. CONCRETE SHALL BE 520-C-2500 PAVING PER PLAN 2. PROVIDE JOINTS PER SDRSD G--09, G-10 3. SEE SDRSD G-4A FOR ADDITIONAL DETAILS MODIFIED ROLLED CURB PER DETAIL P THIS SHEET . "-'° o O"CURBFACE O"CF ELEVATION PER PLAN ® PEDESTRIAN RAMP DETAIL FACE OF CURB 6"CURBPER SDRSDG-1 RCE __ _ 5'x5' LANDING 2% OR LESS • O"CF ELEVATION PER PLAN NOTTO SCALE •~s BUILT" EXP. ___ _ DATE MODIFIED -6" ROLLED CURB TYPE A j R , ROLLED CURB TRANSITION DETAIL REVIEWED BY: NOTTO SCALE PREPARED BY: PASCO LARET SUITER ~ ~~~Olti~l[E~ San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com 6122123 DATE NOTTO SCALE \. _..., I NOTTO SCALE INSPECTOR DATE l----+--+---------------,1----+--+----+----I I SH5EET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.iU :==:'....=::========='....=::::=::::::: DATE INITIAL DATE INJnAL DATE INJnAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 APPROVED: JASON S. GELDERT LOTS 21 &22 DETAILS iN;%m~;;;:::t;;AGER RCE 63912 EXPIRES 9130/24 OWNBY: MLM CHKDBY: SDP2021--0029 DATE I 5 ./ -NOTTO SCALE R. C.E. NO. 68075 EXP. 06-30-25 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY· PROJECT NO. SDP2021--0029 DRAWING NO. 540-lA NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 - -- --- -- 0 - \ \ PARCEL2 MAP.21742 0 --- ---- \ 1 \ I ;11, I - \ \ \ \ ---- 40 80 GRAPHIC SCALE: 1" = 40' OPEN SPACE LOT12 MAP 14926 --·-PfL-- - ••• VV9V \ H;j;,6:2;"'7, V Y V V 11-\ vvvv V'll'V VV vvvv vvvv \W~'½,' vvvvvvvv vvvv vvvvvvv '-""M'c7 ••• vvvv -- NEW 3-LEVEL PARKING STRUCTURE LOT22 MAP 16145 1 ------- \ \ kc--"72 -, --RIW ·-------------GIL---·---. 120 PARKING STRIPING NOTES: @ 9' X18' ACCESSIBLE PARKING STALL PER M-27A @ 10' X 18' AMBULATORY PARKING STALL. MAX2% SLOPE PA I I! 1/ 1 I I ' I l I f 15] Ila -Ila lli1 PA ------ •• VVV VV V VVV V V VVVVVV V vvv vvv VVVVVV V V VVV ' I ••• ••• 1 1 I I I I I I I f I : PA PA f---<t I I V .. ,.· -1 ___ ·-_·_•-.·. 1::, if 1 , ) NEW BUILDING !( ~(- ~ PAVING PLAN SCALE 1" = 40' LOT21 MAP 16145 ' ,, . OPEN SPACE LOT12 MAP 14926 / ~~ ' ',, ,, "' "q,"" ,, ,,~ ', "', I ~ l I I I LOT20 MAP 16145 ' \ \ G) PAVEMENT SECTION TABLE PRELIMINARY PAVEMENT RECOMMENDATIONS PER GEO TECHNICAL REPORT BY GEOCON, INC. DATED OCTOBER 19, 2021 LOCATION T.I. CONCRETE S/DEWAL/</11 NIA AC PCC CONG. CLASS ff AGGREGATE BASE SYMBOL (IN) (IN) (IN) AC NIA 4.0 NIA AREA (SF) NIA SYMBOL PCC AREA (SF) 12,893 t-----------t--t---+-----+---------t,-,,..,.,..,,..,.rl---+----t----; (g) AUTOMOBILE PARKING 4.5 4.0 5.0 4.0 ,t;~/f)jf 39,478 NIA NIA 1------------1--------l---l--------l------------l--4--41-'(lc..:---l--l-----l--P° J-J~ J ,.f';---l-------l G) AUTOILIGHTTRUCKDRIVEWAY 5.5 4.0 6.0 4.0 ~LLLL 1,383 P'JJM 1,750 f---------+-+--+-----+--------+,,. ...... -,l---li'\'7*'l'<4-----l 8) HEAWTRUCK&FIRELANE 6.5 4.0 7.0 7.0 ~vvvvvvvv 48,483 b->-5,884 vvvvv K @ ~TRA~SH~EN~C~L~OS~U~R~E~A;PR~O~N~~;NJ.~:A+~NJ.~:Aq=~7.~fP~i =~==~NJ.~:<\===~=~NJ.~:A=~;NJ.~:A~J:~-~~~i=1~,9~15q ® Lo'.:'.'.E:c:'.'.o'.'.'.RA~".'..'.1v,::_E_:PA~V,'.:ER'.:s:')~-_l'.'.:6.5'.'...l_'.:NJ.'.'.'.:A_l__:_NJ.:'.:A:__1_ __ ~1.'.'.:o.'.'..o ___ __1=:S:~·~~5'.::,4'.:'.54:_L::_N/,~:A_L::.N/,~:A_J (1) CONCRETE SIDEWALK SECTION PER SDRSD G-07 (2) CITY OF CARLSBAD MINIMUMS FOR PRIVATE COMMERC/AJJ/NDUSTRIAL DEVELOPMENTS. (3) PAVERS SHALL HAVE A MINIMUM CONCRETE PAVER THICKNESS OF 3.5 INCHES. CONSTRUCT! INCH SAND BEDDING OVER 10 INCH CLASS fl AGGREGATE BASE. SEE DETAIL A THIS SHEET AND THE GEOTECHNICAL SOILS REPORT FOR ADDITIONAL INFORMATION. (4) THE PCC PAVEMENT SHOULD BE PLACED OVER SUBGRADE SOIL THAT IS COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE LAB ORA TORY MAXIMUM DRY DENSITY NEAR TO SLIGHTLY ABOVE OPTIMUM MOISTURE CONTENT NOTE: 1. VEHICULAR CONCRETE MIX DESIGN AND REINFORCEMENT SHALL BE PER GEOTECHNICAL ENGINEER RECOMMENOA TIONS. -NO 3. REBAR AT 24" ON CENTER, BOTH DIRECTIONS -3,200 PSI -SEE THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION 2. QUANTITIES ARE EST/MA TES ONLY AND ARE SOLELY PROVIDED FOR CONVENIENCE ONLY CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN INDEPENDENT QUANTITY AND MATERIAL TAKE OFFS TO CONSTRUCT THE DESIGN IND/CA TED ON THESE DRAWINGS. THE PROJECT TO BE BID BASED ON CONTRACTOR'S OWN EST/MA TES. 3. PRELIMINARY PAVEMENT SECTIONS PER THE UPDATE GEOTECHNICAL REPORT FOR /ONIS LOTS 21 AND 22 (CARLSBAD OAKS BUSINESS PARK) CARLSBAD, CALIFORNIA, DATED OCTOBER 19, 2021 PREPARED BYGEOCON, INC (PROJECT NO. 06442-32-31A). 4. COLOR ANO FINISH PER LANDSCAPE ARCHITECT'S PLAN. 5. CONTRACTOR SHALL PREPARE A 4 S.F. SAMPLE OF ALL PAVING FINISHES PER SPECIF/CATIONS FOR REVIEW AND APPROVAL BY DEVELOPER PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION AT ALL PAVEMENT JOINS TO EXISTING PAVEMENT. PAVEMENT SECTION DESIGN NOTE DEVELOPER SHALL DESIGN, AND OBTAIN APPROVAL FROM THE CITY ENGINEER, THE STRUCTURAL SECTION FOR THE ACCESS AISLES WITH A TRAFFIC INDEX OF 5.5 IN ACCORDANCE WITH CITY STANDARDS DUE TO TRUCK ACCESS THROUGH THE PARKING AREA AND/OR AISLE WITH ADT GRATER THAN 500. AFTER COMPLETION OF GRADING, THE FINAL STRUCTURAL PAVEMENT DESIGN OF THE AISLE WAYS SHALL BE SUBMITTED TOGETHER WITH REQUIRED R-VALUE SOIL TEST INFORMATION SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY ENGINEER. PAVEMENT SECTIONS SHOWN HEREON RE PRELIMINARY BASED ON AR-VALUE OF 35. PAVEMENT SECTION SHALL BE DETERMINED AFTER SUBGRADE PREPARATION IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL ENGINEER AND ACTUAL R-VALUE TEST RESULTS. NON-PAVEMENT LEGEND (J) ... ·'. DG.· . ... ,,, DECOMPOSED GRANITE 4" PLACED ON COMPACTED SUBGRADE .· . . .. PLANTER AREAS PA + + + + BIOFIL TRA TION BASIN + + + + + + + + ADA PATH OF TRAVEL FROM RIW TO BUILDING ENTRANCE --- NOTES: 1. DG PATH IS FOR PEDESTRIAN FOOT TRAFFIC ONLY. CONCRETE PAVERS (MINIMUM 3.5 INCHES THICK) @CONCRETE PAVERS SECTION 1" BEDDING SAND PER GEOTECHN/CAL SOILS REPORT 1 O" TYPE ff AGGREGATE BASE PER GEOTECHNICAL SOILS REPORT GEOTEXTILE FABRIC (MIRAFI HP570) PER GEOTECHNICAL SOILS REPORT COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT NOTTO SCALE •~s BUILT" RCE ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ~ESS/ '#" IV. lj i PREPARED BY: PASCO LAREY SUITER l----+--+--------------,1----+--+----+----I I S1HEOET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.iU :==:'....=::========='....=::::=::::::: ~ ~~~Olti~l[E~ . RCE 68075 . 06-30-2 Clv\\ San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com ~ ENGINEER OF WORK GREdf.!!J:pfy• ~ 6122123 DATE R C.E NO. 68075 EXP. 06-30-25 DATE INITIAL DATE INJnAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INJnAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 PAVING PLAN APPROVED: JASON S. GELDERT r,,,,. e ....... a t,,-. ENGINEERING MANAGER RCE 63912 EXPIRES 9130/24 OWNBY: CHKDBY: RVWDBY.· MLM PROJECT NO. SDP2021--0029 SDP2021--0029 DATE DRAWING NO. 540-7A NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 1212 CAST IRON GRATE PARKWAY ONLY 28 lbs. 1212 STEEL GRATES PARKWAY TRAFFIC 14 16 lbs. 18 lbs. 1212 TOP SECTION (WITH GALVANIZED FRAME ) 1212 LOWER SECTION (NO FRAME) NOTE: USE 12", 18", 24", 28" LOWERS TO 1212 STEEL COVER INCREASE DEPTH UP TO A MMIMUM OF 72" PARKWAY 22 lbs. TRAFFIC 25 lbs. NOTES: 1, GRATES AND COVERS AVAILABLE PAINTED BLACK OR GA.LVANIZED 2. MADA" GRATES AVAILABLE IN PAR!!;WAY & TRAFFIC 3, "HEEL PROOF" GRATES AVAILABLE IN PARKWAY & TRAFFIC 12" <: ' 4, A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED 22" 1 ~1v22· TOP I I I SECTION HT. LBS KNOCK-OUT 1212 T6 6" 170 NONE 1212 BASE 1212 T12 12" 275 (4) 5" X 10" WT. 165 lbs 1212 T18 18" 270 (4)8"x12" 1212 T24 24'" 430 (4)8"x15" 1212 T28 28" 380 (4) 8" X 22" 22~ -,. i _,, /22" ~"'~ LOWER SEE CHART J •" SECTION I HT. I LBS 1212 L 12 12" 275 I KNOCK-OUT (4) 5" X 10" 12" X 12" CATCH BASIN JEU!iEn· □ PRECAST EST. 1968 1212 L18 18" 270 (4)8'"x12" 1212 L24 24" 430 (4) 8" X 15" 1212 L28 28" 380 (4) 8" X 22" 0111G.-.011Tt 04-20-95 02-14-20 12" X 12" PRE-CAST CATCH BASIN INSTALL "NO DUMPING, DRAINS TO OCEAN" STENCIL OR SIMILAR SIGNAGE PER CASQA SD-13 NOTTO SCALE 1818 CAST IRON GRATE PARKWAY ONLY 1818 STEEL GRATES PARKWAY TRAFFIC. 58 lbs, 27 lbs. 49 lbs. SEE CHART ~28" : 28'~ ---------------.' .,--' _/ 1818 STEEL COVER PARKWAY TRAFFIC NOTES: 44 lbs. 65 lbs. 1. GRATES AND COVERS AVAi.ABLE PAINTED BLACK OR GALVANIZED 2. "ADA" GRATES AVAILABLE IN PARl<WA'f' & TRAFFIC 3. "HEEL PROOF" GRATES AVAILABLE IN PARKWAY & TRAFFIC 4. A TOP SECTION WfTH FRAME MUST BE USED IF BOLT DOWN REQUIRED TOP I I I SECTION HT. LBS KNOCK-OUT 1818 T6 6" 215 NONE 1818 T12 12" 370 (4) 5" X 10" 1818 T18 16" 555 {4)9Rx11" 1818 T24 24" 785 (4)9"x11" LOWER I I I SECTION HT. LBS KNOCK-OUT 1818 L12 12" 370 (4) 5" X 10" 1818 L18 18" 555 (4)9"x11" 1818 L24 24" 785 (4)9"X11" ~~:~v 1818 LOWER SECTION (NO FRAME) NOTE: USE 12". 18". 24" LOWERS TO INCREASE DEPTH UP TO A MAXIMUM OF 72" 181 8 BASE WT. 270 lbs 23··~ ,,_ : ,,-' _/28" ~,,~✓ 18"x 18" CATCH BASIN SEE CHART J 4" OltG.D"l'G.De.tl ill!V, OWG, O-.Tf; BROOKS 1818 CB 04-20-95 02-14-20 18" X 18" PRE-CAST CATCH BASIN INSTALL "NO DUMPING, DRAINS TO OCEAN" STENCIL OR SIMILAR SIGNAGE PER CASQA SD-13 NOTTO SCALE NYLOPLAST INLINE DRAIN WITH DOME GRATE INVERT ACCORDING TO PLAN SIT AKE OFF (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS Ill MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. a· -30" (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" · 30" FOR CORRUGATED HOPE (ADS N-12IHANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35), PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 2424 CAST IRON GRATE PARKWAY 2424 STEEL GRATES PARKWAY TRAFFIC 2424 STEEL COVER PARKWAY TRAFFIC NOTES: 112 lbs. 81 lbs. 114 lbs. 48 lbs. 103 lbs. 1. GRATES AND COVERS A.VALABLE PAINTED BLACK OR GALVANIZED 2,, "ADA" GRATES AVAILABLE IN PARKWAY & TRAFFIC , 3.. ''HEEL PROOF" GRATES AVAIUEIL£ IN PARKWAY ONI Y 4. A TOP SECTION WITH FRAME MUST EIE USED IF BOLT DOWN REQU~ED sE1~oN I HT. I LBS I KNOCK-OUTS 2424 T6 6'" 270 NONE 2424 T12 12" 495 (4) 6" X 11" 2424 T18 18" 745 (4) 9" X 12" 2424 T24 24" 870 (4) 14" X 14" LOWER I I I SECTION HT. LBS KNOCK-OUTS 2424 L12 12" 495 (4) 6" X 1 1" 2424 L18 18" 745 (4) 9" K 12" 2424 L24 24" 870 2424 B36 (4) 18" X 18" 2424 TOP SECTION (WITH GALVANIZED FRAME) 2424 LOWER SECTION (NO FRAME) NOTE: USE 12", 18", 24" LOWERS TO INCREASE DEPTH UP TO A MAXIMUM OF 72" f 2424 BOTTOM SECTION /WI TH OR WITHOUT FRAME) 24" X 24" CATCH BASIN OltG.OW0.0.01! IIEV.a..c.cr.o,11 11-23-89 02-1 4-20 SEE CHART JEU!iEn· □ PRECAST EST.1968 24" X 24" PRE-CAST CATCH BASIN INSTALL "NO DUMPING, DRAINS TO OCEAN' STENCIL OR SIMILAR SIGNAGE PER CASQA SD-13 NOTTO SCALE 3636 STEEL GRATES • 1 Pc. PARKWAY 93 lbs. 3636 STEEL GRATES· 2 Pc. TRAFFIC 341 lbs. 3636 STEEL COVER -1 Pc, PARKWAY TRAFFIC 152 lbs. 190 lbs. 4ea . 30" dia. THINWALL KNOCK-OUTS 3636 FRAME ONLY 3636 EXTENSION (NO FRAME) 3636 BOTTOM SECTION (NO FRAME ) 36" NOTES: ~ 1. GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED 2. "ADA" OR "HEEL.PROOF" GRATES ARE HOT M'AILABLE FOR THIS SERIES 3. BOLT DOWNGRATESAND COVERSAREAVAILABLE 44" ~ 44" YV 36" X 36" CATCH BASIN 41 " Olm.lJWG.cr.o,11!: RE\I.DWG.DATE BROOKS 3636 CB 11-23-99 02-14-20 ---------- 36" X 36" PRE-CAST CATCH BASIN INSTALL "NO DUMPING, DRAINS TO OCEAN" STENCIL OR SIMILAR SIGNAGE PER CASQA SD-13 NOTTO SCALE •~s BUILT" RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~Ess, '#" IV. lj i PREPARED BY: PASCO LARET SUITER l----+--+-------------,1----+--+----+---I I S1HE5ET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L..iU :==:'....=::========='....=::::=::::::: 1 • 8" • 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM □3212 FOR CORRUGATE□ HOPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" -24"). 3 • 8" -30" DOME GRATES HAVE NO LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-25-10 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAIIE REPRODUCTION OF THIS PRINT OR ANY INFORMATION 11/N:S Nyloplasu; TITLE 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03•15-1& INLINE DRAIN WITH DOME GRATE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OlliERS QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN f------+------------+-------------------, PERMISSIONFROMNYLOPLAST. <0201SNYLOPLJ\ST DWGSIZE A SCALE 1:40 SHEET 10F1 DWGNO. 7003-110-G57 REV D ADS NYLOPLAST /NL/NE DRAIN WITH DOME GRATE DETAIL NOTTO SCALE ~ ~~~Olti~l[E~ . RCE 68075 . 06-30-2 Clv\\ San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com ~ ENGINEER OF WORK GREdf.!!J:pt;• ~ 6122123 DATE R C.E. NO. 68075 EXP. 06-30-25 DATE INITIAL DATE INJnAL DATE INJnAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 STORM DRAIN DETAILS APPROVED: JASON S. GELDERT OWNBY: MLM CHKDBY: RVWDBY· RCE 63912 EXPIRES 9130/24 PROJECT NO. SDP2021--0029 SDP2021--0029 DATE DRAWING NO. 540-lA NOT TO SCALE TRENCH DETAIL FOR HDPE PIPEC16 16 STORM DRAIN DETAILS NOT TO SCALE CONTECH MODULAR WETLAND (MWS-1) DETAILA16 NOT TO SCALE CONTECH MODULAR WETLAND (MWS-2) DETAILB16 SEE DESCRIPTION BELOW DESCRIPTION:MIRAFI 140N FILTER FABRIC FOR HDPE SD LINES WITH PIPE DIAMETER OF 18 INCHES OR GREATER AND PIPE ZONEBACKFILLED WITH 3/4 INCH GRAVEL. REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: JASON S. GELDERT DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE PRECISE GRADING PLANS FOR: GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-25 DATE ENGINEER OF WORK SDP2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR2022-0049 SDP2021-0029 540-7A 47 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 6/22/23 NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 • SITE SPECIFIC DATA PROJECT NUMBER 716903 PROJECT NAME IONIS PHARMACEUTICALS LOT 21 AND LOT 22 PROJECT LOCATION CARLSBAD, CA STRUCTURE ID MWS-1 TREATMENT REQUIRED VOLUME BASED (CF} FLOW BASED (CFS} N/A 0.047 TREATMENT HGL AVAILABLE (FT} N/K PEAK BYPASS REQUIRED (CFS} -IF APPLICABLE OVERT PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 1 418.93 PVC 8" INLET PIPE 2 N/A N/A N/A OUTLET PIPE 416.75 PVC a" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 421.00 421.00 421.00 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 24" X 42" OPEN PLANTER N/A WETLANDMEDIA VOLUME (CY} 0.86 OR/RCE SIZE (DIA. INCHES} ¢1.01" NOTES: PRELIMINARY NOT FOR CONSTRUCTION. EOR TO SET OVERT IN UPSTREAM CATCH BASIN WITH 1£ OUT AT 419.18. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICAnDNS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH}. INVERT OF oumow PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6. VEGETATION SUPPLIED ANO INSTALLED BY OTHERS. ALL UNITS WITH VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS. 1. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE GENERAL NOTES WULANDMEO/A BED DRAIN DOWN LINE PRE-ALTER CARTRIDGE t C/L PLAN VIEW 419.85 TREATMENT HCL/ OVERT BYPASS 418.93 IE IN C/L PATENTED PERIMETER VOID AREA OUTLET PIPE SEE NOTES 421.00 RIM/FG . U==· ·==LJ . 6--4-0--6 s·-o· ELEVATION VIEW VEGETATION PIANT ESTABLISHMENT MEDIA • "' LEFT END VIEW RIGHT END VIEW TREATMENT FLOW (CFS) OPERA TING HEAD (FT) PRETREATMENT LOADING RATE (GPM/SF} WETLAND MEDIA LOADING RATE (GPM/SF} 0.047 3.1 1.6 1.0 I. 2. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT BIO CLEAN. ~E TLANDS FOR P1\TENT INFORM,,TION, GO TO www.ContechES.com/lP PROPRIETARY AND CONF/D[NTML: THE /NFOR/JA 710N CONTAINED IN THIS DOCUM£NT IS 'fH£ SOLE PROP£Jm' OF FORTERRA AND ITS tx»JPANIES. THIS lXJC/JMENT, NOR ANY PART rHERmF, M4Y BE USff), R£PROO/JC£D OR MOD/RED IN ANY MANNER WITH Olff THE WRl7TEN CONSENT OF FORTERRA. c ,1j NTEcH· ENGINEERED SOLUTIONS LLC www.Con111chE8.com MWS-L-4-4-4'-2"-V STORMWA TER 8/0F/LTRA T/ON SYSTEM STANDARD DETAIL \ I RECOMMENDEO MINIMUM TRENCH WIDTHS I MIN. COVER TO RIGID PAVEMENT, H ! SPRINGLINE 1 4" FOR 12'-24" PIPE ~ I 6' FOR 30"-60" PIPE NOTES: MIN. TRENCH WIDT!i (SEE TABLE) FINAL~ BACKFILL I MIN. COVER TO FLEXIBLE PAVEMENT, H INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION ! PIPE DIAM. 4• (100mm) 6' (150mm) 8' (200mm) 10' (250mm) 12' (300mm) 15' (375mm) 18' (450mm) 24" (600mm) 30" (750mm) 36" (900mm) 42" (1050mm) 48" (1200mm) 60" (1500mm) 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CL.ASS I, II OR Ill. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-130" (750mm-1500mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR Ill IN THE PIPE ZONE EXTENDING TO THE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS DR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL. 0 2020 ADS, ING , ADVANCED DRAINAGE SYSTEMS, INC. (•AOs•) HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTAUATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT, THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILllY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT, MIN. TRENCH WIDTH 21" (533mm) 23" (584mm) 26" (660mm) 28" (711mm) 30" (762mm) 34" (864mm) 3~• (991mm) 48" (1219mm) 5S' (1422mm) 64" (1626mm) 7Z' (1829mm) 80" (2032mm) 9S' (2438mm) 6 REV. MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS- SURFACE LIVE LOADING CONDITION PIPE DIAM. H-25 HEAVY CONSTRUCTION (75T AXLE LA0D) ' 12'-48" 12" 48" (300mm -1200mm) (305mm) (1219mm) 60" 24' 60" (1500mm) (610mm) (1524mm) • VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER "'SEE BACKFILL REQUIREMENTS IN NOTE 6. PIPE DIAM. 4" (100mm) 6" (150mm) 8" (200mm) 10" (250mm) 12" (300mm) 15" (375mm) 18" (450mm) 24" (600mm) 30' (750mm) 36' (900mm) 42" (1050mm) 48" (1200mm) 60' (1500mm) MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS CLASS I CLASS II COMPACTED DUMPED 95% 90% 37 18 25 18 (11.3m) (5.5m) (7.6m) (5.5m) 44 20 29 20 (13.4m) (6.1m) (8.8m) (6.1m) 32 15 22 15 (9.8m) (4.6m) (6.7m) (4.Bm) 38 18 26 18 (11.6m) (5.5ml (7.9ml (5.5ml 35 17 24 17 (10.7m) (5.2ml (7.3m) (5.2ml 38 17 25 17 (11.6m) (5.2ml (7.6m) (5.2ml 36 17 24 17 (11.0m) (5.2m) (7.3m) (5.2m) 28 13 20 13 (8.5m) (4.0m) (6.1m) (4.0m) 28 13 20 13 (8.5m) (4.0m) (6.1m) (4.0m) 26 12 18 13 (7.9m) (3.7m) (5.5m) (4.0m) 23 11 16 11 (7.0m) (3.4m) (4.9m) (3.4m) 25 11 17 11 (7.6ml (3.4ml (5.2ml (3.4ml 25 11 17 11 (7.6m) (3.4m) (5.2m) (3.4m) CLASS Ill 95% 18 (5.5m) 21 (6.4m) 16 (4.9m) 18 (5.5ml 17 (5.2ml 18 (5.5ml 17 (5.2m) 14 (4.3m) 14 (4.3m) 13 (4.0m) 11 (3.4m) 12 (3.7ml 12 (3.7m) FILL HEIGHT TABLE GENERATED USING MSHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFDJ PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Vs)= 120 PCF INITIAL BACKALL JAB 04/02/20 DESCRIPTION BY MMIDD/YY CHK'D _.., TJR TRENCH INSTALLATION DETAIL (N-12 PER AASHTO) • 4640 TRUEMAN Blvtl HILLIARD, OHIO 43026 12/29116 DRAWING NUMBER: f--------------l -'DWJ«lED DR#IIIWlE S'l'STEMS, INC. STD-101 NTS ...,. 10F1 SITE SPECIFIC DATA PROJECT NUMBER 716903 PROJECT NAME IONIS PHARMACEUTICALS LOT 21 AND LOT 22 PROJECT LOCATION CARLSBAD, CA STRUCTURE ID MWS-2 TREATMENT REQUIRED VOLUME BASED (CF} FLOW BASED (CFS} N/A 0.09 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS} -IF APPLICABLE OVERT PIPE DATA 1.£ MATERIAL DIAMETER INLET PIPE 1 398.50 PVC 8" INLET PIPE 2 N/A N/A N/A OUTLET PIPE 396.42 PVC 8" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 400.50 400.50 400.50 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 36" X 36" OPEN PLANTER N/A WETLANDMEDIA VOLUME (CY) 2.03 ORIFICE SIZE (DIA. INCHES} ¢1.49" NOTES: PRELIMINARY NOT FOR CONSTRUCT/ON. EOR TO SET OVERT IN UPSTREAM CATCH BASIN WITH I.E. OUT AT 398.75. INSTALLATION NOTES I. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD ANO INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING ANO THE MANUFACTURERS' SPECIF/CATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BAS£ MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY TH[ PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERlmNG PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH}. INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO USE CROUT AND/OR BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6. VEGETATION SUPPLIED ANO INSTALLED BY OTHERS. ALL UNITS WITH VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. GENERAL NOTES I. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIF/CATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT BIO CLEAN. PATENTED PERIMETER VOID AREA DRAIN DOWN LINE VERTICAL UNDERDRAIN MAN/FOLi) OUTLET PIPE SEE NOTES PLAN VIEW TREATMENT HGL/ OVERT UYPASS C/L 400.50 RIJ.1/FC Fl.OW CONTROL RISER IE OUT 5•-I '-4·-o·-' 1-6· ~s·-o· ~ ELEVATION VIEW ~'"ODULAP. ~ETLANDS FOR PMENT INFURM,,TION, GOTO www.ContechES.com/IP PROPRIETARY AND CONRDENT~L: rHE INFORMAT/Oll CONTAJNED IN 71-IIS oocuumr JS Tiff SOI.£ PROP[RT'( OF FORTFRRA AND ITS CO!JPAN/ES. THIS rxx:uMENT, NOR ANY PJ,,RT 'fl-lEREOF, U4Y BE /JSED, REPRODIJCED OH U IN Alli llANNER WITH OUT 7H£ WRffTEN CONSE#T Of FORT£RRA PLANT ESTABLISHMENT MfDIA • fr • • "'"sf' ·' ... ·' LEFT END VIEW T • "' • I ... .., -'---+©------- C(jNTECH® ENGINEERED SOLUTIONS LLC www.coract,ES,com RIGHT END VIEW TREATMENT FLOW (CFS} 0.102 OPERATING HEAD (FT} 3.0 PRETREATMENT LOADING RATE (GPM/SF} 1.8 WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 MWS-L-4-8-4'-0"-V STORMWA TER 8/0F/LTRA TION SYSTEM STANDARD DETAIL --------------~□ D :==:'...::::========='..==:::::: 1-----+--+----------------1----+--+----+---1 1-'-'r.,,.."'· ""'e"'.....,,=""tt""fo"'"''-----------___ _ t-------'-----+--------'-~ L...__--=-=I ~I -~l~I ~ NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 STANDARD MODELS (36-INCH) "U" CONFIGURATION Net Maximum Screen Screen Screen Screen Open Model Number Width1 Length2 Area3 Treatment Height Screen Flow Rate~ Area ' Model No. (in) (in) (ft) (ft2) (ft2) (cfs) BWCPS-3612U 36 12 4.77 4.77 2.43 4.78 BWCPS-3618U 36 18 4.77 7.16 3.65 8.79 BWCPS-3624U 36 24 4.77 9.54 4.87 13.53 BWCPS-3630U 36 30 4.77 11-93 6.08 18.91 BWCPS-3636U 36 36 4.77 14.31 7.30 24.86 -----27.31------ C □NNECT □Rr--..___ P!Pt:. "r--- CATCH BASIN w'ALL CPS I -----24.16--------1~ r-------.._ / ,- Trash Storage capacity11 (yd3I 0.60 0.91 1.21 Lil 1.81 7 12.2 Bypass Capacity ' (cfs) 15.89 15.89 15.89 15.89 15.89 DEFLECTOR PLATE ASSEMBLY SUPPORT HOOPS PERFORATED MESH_.,..-__,.. SCREEN HINGED LID , ~ II l'¾.7r-..__,,....-_.,..---,rr,;;f'I ,C) 0 w'ALL , ,~BRACKET 0 V _.,.... -.... ,C) 0 ..... ....._-L_JL---',_,.---., ISOMETRIC VIE\,/ -CPS/DEFLECTOR PLATE SCALE• NTS NOTES, I. ALL C□MP□NETS SHALL BE MANUFACTURED FROM GRADE 304 STAINLESS STEEL 2. PERFORATED MESH SCREEN SHALL BE 14GA, 304 STAINLESS STEEL" 3/16' (5MM) MAX HOLE SIZE, 451/. MINIMUM □PEN ARt.A. TOP SECTI□ N V!Ew' -CPS/CATCH BASIN SCALE, NTS 3. THE DEFLECTOR PLATE ASSEMBLY MAY BE NECESSARY FDR APPLICATI□NS w'ITH FL□w' ENTERING DIRECTLY ABOVE THE CPS. TITLE• >-=-~-+--"ti\1£'="---+=Sl=SATE==-< ,~~1/'&J;, IIMWN B 01/17/202II ...::~ ~~ • ~5~r~=:~.===t:::;~~"~:::~:~!:~l~~ lt/2,~, BnghtWater >-"o7'A =~--+----,""SSe---t-ee01/06=/202I=< "'<>'/i)'\\i.' CONNECTOR PIPE SCREEN Hull CONFIGURATION UtuSS DlHEIMSE SPECIFIED P.O. Box 85430 I San Diego, California 92186 I (619) 821-1558 www.wearebrlahtwa ter .COM DIIENSlllt6 ARE IN INCi-ES ,-----~--------~-----------<TlliR~~ SCALE• li12 DD NOT SCALE DRAIJING !FINISH 304 STAINLESS STEE FR!C!IIHU 11,e ~~~!!fl!!Jm!l!!i/!::::-=::==-=~=--=::::::::°::""::::::=::-'":::::-'-'-='=-'-'--'-"7/Kllill HACH • 0.5 DCG lENll' LO DCG ~o~Ji\~,iiif l PUfd.T~ ~E~~CfiiN"fi=~Arlrrs PrllllBTEn ~ ~IJ~~~ ~ SIZE DIJG. ND. REV A B\JCPS-U-0001 A SHEET 3 DF 5 -, A ,BRIGHTWATER CONNECTOR PIPE SCREEN DETAIL 1 17' NOTTO SCALE - 810 CLEAN S'fSTfM, LOCAllON .w!Y ~ PEAK FLOW OIJTl£T LOCAnON M4Y VARY SITE CURB ANO Gt/TTER PfR CML PWIS SUPPUfI) BY OTHERS t t /I CURB OPENING CURB OPENING CURB OPENING "--+:-----:::------: t t t : ----------~-----::..:-/ '<""-~ 0 ,,•' ~ 0 I ~ ',,, 0 ~-/7 ---" -----------_,_ ----------------~ --------------_,_ -----------.. --- 1.--o~RT LENCTH = CURB OPENING WIDTH PER CML PIANS----1 rno rir r 11oc El.lVATION PER CML PWIS DV£RT ounn LOW FLOWS (18' PIPE) TO 810 CI.EAN SYSTEM LOCATION .w!Y VARY =l.l'' ~,,,_,~.,Cl.Ill nwlf....l&!J mm~• FTµ.__,,/ TOP OF CURB -~ mmFT El.lVA nON PER CML PLANS LOCAnON M4 r VARY PLAN VIEW / BIO CLEAN OVERT MIN. SLOPE 0.50/f ~: =: =: =: =: =: = :-:cu~ii~PE'/ililG -- -,-- - - - - - - -~ I I /CURB /NW/CATCH BASIN PER CML PLANS SUPPUED BY OTHERS ELEVATION VIEW OVERT END VIEW I 'l /~./..1 CURB OPENING CURB OPENING AL TERNA TE CONFIGURATIONS CONTAcr 810 CI.EAN FOR ADOmONAL CUSTOI.I CONRGURAnONS RYPA<;<; TOP OF CURB --1.ll'.. TREATAIEIIT HGL I~__,' -0 .. : ~----\J : z ____ J UMffS OF OPTIONAL/ ' \ CURB INLET WING ; ' ' ' ' ' ' ' ' ' ' c- ' ' SECTION VIEW / CURB /NW/CATCH BASIN DVEKT Oun.a:~ 1P\ ;:~. Cif:,ED'tftx LOW FLOWS (18 ' PIPE) . 'b~· t ====-------=--=-~---:-:--::-:-;~~ TO BIO CLEAN SYSTfM :-..ti· . ..1- 1 NST ALLA TION NOTES LOCAnoN M-iY VARY b---◄-;:,....--t , ,.,J-◄ --------◄ ---------• ---11 ll.-::-...--r ,. /. DVERr TO BE COI/NECrED ro CONCRETE BELOW CURB OPEii/NG USING 316 SrAINLESS STfEL (MIN 1/4") DRIVE ,.:· .-:-. f PIN ANCHORS SPACED 12" 011 CENTER A/ID 315 STAINLESS STEEL RIVETS (MIN 3/15"). : · J/ 2. AU SEAMS Bf"TWE£N OVERT AND CONCRETE SHALL BE F/11£D WHH WATERnGlfr CONCRETE F/11£R AND/OR "'-- SILICONE SEAWIT. ISOMETRIC VIEW MAX/MUI.I LOW FLOW 0/VfRS/ON (CFS) LOW FLOW OUTLEr PIPE SIZE {INCHES) STATIC HEAD (INCHES) J. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNEGr/NG PIPES. ALL PIPES MUSr BE FLUSH WITH SAFm FACTOR o.u 2 II/SIDE SURFACE OF CONCRETE. PIPES CANNOT INTRUDE BEYOND FLUSH. INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH THE FLOWUIIE OF THE D~RT. ALL PIPES SHALL BE SEALED WA TERnGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL 4. CONTRACTOR RESPONSIBLE FOR COIITACrtNG BIO CLEAN FOR ACTIVATION or 1./0DUIAR WETlANDS (I.IWS) UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. PROPRIETARY ANO CONFIDENTIAL: 7H£ ~OOH C(Jl(fMIUJ II THIS OOCIJIJOff fS nE .sn.E PRQPfJfTY OF roR1CR1'A NiD l1S C()MPN{fi. 7MS IXJC1JNENT, M';lt ANY Mn T1£R£OF, M4'/' B£ usaJ, ~ CR_~ IN N(( MNIN£R Wf!H OUT 'THl: WRfTTEN CONSENT Of FOffTFRRA Bio 6 Clean OVERT DVT-10-8 MODULAR TROUGH DIVERSION SYS TEM STANDA RD DETA IL @BIOCLEAN OVERT DETAIL NOTTO SCALE •~s BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE PREPARED BY: PASCO LARET SUITER ~ CITY OF CARLSBAD ~ 1----+----l-----------------+---+----11-----11----1 L1LJ ENGINEERING DEPARTMENT L.iLJ :==~========='...==::::::: GREGORY:Pi ~ ~~~Olti~l[E~ San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com 6122123 DATE R C.E. NO. 68075 EXP. 06-30-25 DATE INITIAL ENGINEER OF WORK DATE INJnAL DATE INJnAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 STORM DRAIN DETAILS APPROVED: JASON S. GELDERT r.,,.. e,.,.,,,u 1. .. ENGINEERING MANAGER RCE 63912 EXPIRES 9130/24 OWNBY: CHKDBY: RVWDBY· MLM PROJECT NO. SDP2021--0029 SDP2021--0029 DATE DRAWING NO. 540-lA NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 DEMOLITION PLAN SCALE 1" = 50' 0 ~ / 50 -w - / / / 100 . .-. 150 __ 1---~ GRAPHIC SCALE: 1" = 50' LOT20 MAP 16145 ------ PREPARED BY: '#'< IV. PASCO LAREY SUITER ~ ffe\~~Otiffe\l[E~ San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com ~ ENGINEER OF WORK GRE~S!!J :pftJ• ~ R CE NO. 68075 EXP. 06-30-25 6122123 DATE DEMOLITION NOTES: CD PROTECT IN PLACE (l) EXISTING MOW CURB TO BE REMOVED G) EXISTING STORM DRAIN TO BE REMOVED @ EXISTING STORM DRAIN DRAIN STRUCTURE TO BE REMOVED @ EXISTING DESIL TING BASIN TO BE REMOVED Q) EXISTING FENCE TO BE REMOVED @ EXISTING /RR/GA TION CONTROL BOXES TO BE REMAIN @) EXISTING SEWER TO BE REMOVED @ EXISTING SEWER STRUCTURE TO BE REMOVED @ EXISTING WATER STRUCTURE TO BE REMOVED @) PORTION OF EXISTING CANYON SUBDRAIN TO BE REMOVED. LIMITS OF REMOVAL TO BE DETERMINED DURING GRADING. FOUND MONUMENTS: @ FOUND 2" IP WI DISK STAMPED "RCE 27214" PER MAP 16145. @ FOUND¾" IP WI DISK STAMPED "RCE 27214" PER MAP 16145. @ FOUND L&D WI DISK STAMPED "RCE 27214" PER MAP 16145. @ FOUND M10 WI DISK STAMPED "RCE 27214" PER MAP 16145. @ FOUND L&D WI DISK STAMPED "LS 6922" PER MAP 21742. EASEMENTS OF RECORD: OJ RELINQUISHMENT OF ACCESS RIGHTS PER MAP 16145 RECORDED OCTOBER 13, 2016 PER DOCUMENT NO 201&-7000436 OF OFFICIAL RECORDS. [I] SIGHT DISTANCE CORRIDOR EASEMENT PER MAP 16145 RECORDED OCTOBER 13, 2016 PER DOCUMENT NO 2016-7000438 OF OFFICIAL RECORDS. [I] EASEMENT LIMITS WITHIN COMMON AREAS FOR UTILITIES, LANDSCAPING, IRRIGATION, DRAINAGE/OTHER FACILITIES, INGRESS, EGRESS FOR PEDESTRJANS & MAINTENANCE ETC FROM BACK OF CURB TO TOPS OF SLOPE RECORDED FEBRUARY 5, 2007 PER DOCUMENT 2007-81082 OF OFFICIAL RECORDS. ADDITIONAL NON PLOTTABLE EASEMENTS EXIST WITHIN THE PROPERTIES FOR STORMWATER BASINS IN COMMON AREAS; NON EXCLUSIVE UTILITIES, DRAINAGE, EMERGENCY VEHICLE ACCESS; S/GNAGE AND INGRESS EGRESS FOR MAINTENANCE. •~s BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l----+--+---------------,1----+--+----+----I I S1HEBET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.iZ__J :==~========='..-=::=::::::: DATE INITIAL DATE INJnAL DATE INJnAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 DEMOLITION PLAN APPROVED: JASON S. GELDERT =N~;~l~~MJ::AGER RCE 63912 EXPIRES 9130/24 OWNBY: CHKDBY: RVWDBY· MLM PROJECT NO. SDP2021--0029 SDP2021--0029 DATE DRAWING NO. 540-7A D D D D S S S E D D VAN NEW 3-LEVEL PARKING STRUCTURE NEW BUILDING NEW BUILDING WHIPTAI L L O O P GA Z E L L E C O U R T R/W C/L R/W P / L P / L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L R/ W C/L R/ W R/W C/L R/WR/W C/L R/W 8 9 10 11 12 14 16 18 20 21 22 23 2425 26 27 28 29 30 31 32 33 34 35 15 13 36 37 38 39 40 42 43 17 TRASH ENCLOSURE BIOFILTRATION BASIN 2 1,795 SF PONDING DEPTH = 1.5' BIOFILTRATION BASIN 31,167 SFPONDING DEPTH = 1' BIOFILTRATION BASIN 4 2,030 SF PONDING DEPTH = 1' BIOFILTRATION BASIN 1 1,811 SFPONDING DEPTH = 1' MODULARWETLANDMWS-14' X 4' MODULARWETLANDMWS-24' X 8' SD-G: CONSERVE NATURALAREAS, SOILS & VEGETATION SD-G: CONSERVE NATURALAREAS, SOILS & VEGETATION SD-G: CONSERVE NATURALAREAS, SOILS & VEGETATION SD-G: CONSERVE NATURAL AREAS, SOILS & VEGETATION SD-G: CONSERVE NATURAL AREAS, SOILS & VEGETATION SD-B: DIRECT SIDEWALKS AND WALKWAYS TO PERVIOUS AREAS (IMPERVIOUS AREA DISPERSION) SD-K: SUSTAINABLE LANDSCAPING SD-K: SUSTAINABLE LANDSCAPING SD-K: SUSTAINABLE LANDSCAPING SD-K: SUSTAINABLELANDSCAPING SD-K: SUSTAINABLELANDSCAPING TRASH ENCLOSURE AREA TO BE CONSTRUCTED WITH,SEPARATION OF FLOWS FROMADJACENT AREAS (SD-B), &WIND PROTECTION (SD-C) 7 2 3 4 1 5 6 41 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: JASON S. GELDERT DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE PRECISE GRADING PLANS FOR: GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-25 DATE ENGINEER OF WORK SDP2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR2022-0049 SDP2021-0029 540-7A 47 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 6/22/23 SINGLE SHEET BMP SITE PLAN SCALE 1" = 40' GRAPHIC SCALE: 1" = 40' 0 20 40 60 19 BIOFILTRATIONAREA BMP TYPEBMP ID #SYMBOL COC NO.DRAWING NO.SHEET NO.(S)MAINTENANCEFREQUENCY BMP TABLE 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. BMP NOTES: PARTY RESPONSIBLE FOR MAINTENANCE: NAME ADDRESS PHONE NO. CONTACT PLAN PREPARED BY: NAME ADDRESS PHONE NO. CERTIFICATION COMPANY BF-1 INSPECTION FREQUENCYQUANTITY TREATMENT CONTROL SOURCE CONTROL & TRASH CAPTURE HYDROMODIFICATION & TREATMENT CONTROL 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. SF.8-9, 13-14 SEMI-ANNUALLY TRASH ENCLOSURE SC-C MODULARWETLANDS 9, 14 STENCILS DRAINS TONO DUMPING ** 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. SIGNATURE QUARTERLY BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED ANDOPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TOOCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS.3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITYTREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FORENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. SEMI-ANNUALLYQUARTERLY GREGORY W. LANG PASCO LARET SUITER AND ASSOCIATES 119 ABERDEEN DRIVE CARDIFF, CA 92007 (858) 259 8212 IONIS PHARMACEUTICALS, INC. (760) 931-9200 OCEAN MODULARWETLANDS 8, 13 SEMI-ANNUALLYQUARTERLY SF.6, 11 SEMI-ANNUALLYQUARTERLY SF.6, 11 SEMI-ANNUALLYQUARTERLY SF.8, 13 SEMI-ANNUALLYQUARTERLY 1,811 2,030 1,167 1,795 SINGLE SHEET BMP SITE PLAN 1 2 3 4 BIOFILTRATIONAREA BIOFILTRATIONAREA BIOFILTRATIONAREA BF-1 BF-1 BF-1 BF-3 BF-3 SC-F 5 6 CONNECTOR PIPESCREEN (MODELNO. BWCPS-3618U) 7 8 40 41 43 1 1 3 1 32 2855 GAZELLE COURT CARLSBAD, CA 92010 SITE DESIGN & SOURCE CONTROL BMPS: SUSTAINABLE LANDSCAPING BL-1: EXISITNG NATURAL SITE FEATURES BL-2: OUTDOOR IMPERVIOUS AREAS IMPERVIOUS AREA DISPERSION BL-4: LANDSCAPED AREAS SD-B SD-K BL-5: WORK AND STORAGE AREAS 540-7A 540-7A 540-7A 540-7A 540-7A 540-7A 540-7A 540-7A 540-7A 8, 9, 13, 14 *CONTRACTOR TO STENCIL ALL STORM DRAIN INLETS (EXISTING AND PROPOSED) ASSOCIATED WITH PROJECT SITE WITH "NO DUMPING - DRAINS TO OCEAN" PERCITY OF CARLSBAD STANDARD STANDARD DWG. DS-1. CONSERVE NATURAL AREASSD-G OVERHEAD COVERINGSC-A BERM AND GRADE BREAKSSC-B WIND PROTECTIONSC-B BL-7: MANAGEMENT OF NON-STORMWATER DISCHARGES STORM DRAIN SIGNAGESC-F EDUCATIONAL BMP SIGNAGESC-G 8, 9, 13, 14 TRASH CAPTURE SEMI-ANNUALLYQUARTERLY ANNUALLY WAYNE SANDERS BASIN BASIN SURFACE AREA (SF)BASIN FG BASIN IE PONDING DEPTH (FT)BASIN TG FREEBOARD (FT) TOTAL SURFACE DEPTH (FT)BASIN TB BASIN 1 1,811 424.50 421.00 1.00 425.50 1.00 2.00 426.50 BASIN 2 1,795 428.00 424.50 1.50 429.50 2.50 4.00 432.00 BASIN 3 1,167 415.33 411.83 1.00 416.33 1.00 2.00 417.33 BASIN 4 2,030 408.50 405.00 1.00 409.50 1.00 2.00 410.50 SUMMARY OF BMP DIMENSIONS NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 "'\\ --... ' -.... ------, \~ '--- --... ......._ '-.' ,-.. -- -..._ r ";\\\{ -.:::---...._,,, ,, .... ..-...__ -:::;)'/ ~~::::::::-......, ,, ' ''~---=--I I ~;::::~-....-....:::--.... 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O' CMU RETAINING WALL (497.33) SEE DETAIL 6 SHEE 45 AND SHEETS 46 & 47 FOR FOOTING DETAILS I'-i i '-------- / -I t GUARDRAILS PER ARCHITECTURAL PLANS t t t t -- 44 I '----...._.. -+------+-----+-------1------+-+------------+-----+-------1f-----+-----+------+-----+-------1f-----+-----+------+-----+-----f-----+-----+------+-----+-----1------+-----+------+--44-----+-------+ I -~ I I + PROPOSED GRADE AT TOP OF WALL "'~ "' "' --- I I I t I -----------0~ ~~ _J 0 r.... ..... ~ l------+---a4tJ---+------+-----t------+------+------+-~ ---+1;,j ::,---+-+-----+,----------------------------- - - - - - - - - / i:: +~ ------ --+·I J--t---------1 -----+--435- 815 ~... ---------~ ~ oci t----:,...-- t--. i::: ~~ ..,,,.,,,, ~~ ~ ... ~ t----~~ "' "' ~ t.. "q---l ------::.---.,,,,... .,,,,... ____ _..,,,,... .,,,,... .,,,,... 1-------~ .,,,,... PROPOSED GRADE AT BOTTOM OF WALJ. 4" SUB-DRAIN AT BACK OF WALL, MIN. 1.0% SLOPE --.,,,,... ------------- 1 -=:=..:±:::=..:==:=..:F=-----------~ ------------I -------------=---=-~-~---=--=---=--------------------------------------------_----------------------------------------==:.=-;;..._ ___ -----:~---:----,------------:-------:-----r----~-----:----~--------r-----'--------:---! ---___ ,_ t t ---------I _ --:::: :::: ---8 ~ TOP OF WALJ. FOOTING MIN. 1' BELOW t., ~ _ ---_ ~ "' LOWEST ADJACENT GRADE ~ "' ----+~ +~ - -e:~ -~ c--,~ I ,t' _ - -: == ...... =-----------! ~ ~ "!t--.:,-I --------------·-------------- ::---8~~~; ~~ ------+---Ll.3I >---+------+-----+---+---+----"°"' .... ----+------+-------+------+------++-----+-----+------+------+-------+------+-----+-----+-----+------+------+-------+------+-----+-----+-----+--43(}...----l--------a ~~ ~ii!~ ~~ ~~ I 8?:~ ~t; ~~a ~a ----+-------+------+------++-----+-----+------+------+-------+------+-----+-----+-----+------+------+-------+------+-----+-----+-----+----------+-----+-------< ~ I 1+00 San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com 1+60.76 BC 438.67TW 433.33 TF ~"==~ 1+85.61 EC 440.00TW 433.33 TF s ---- 2+00 I WALL 'A' PROFILE HORIZ. SCALE: 1"= 10' VERT. SCALE: 1" = 2' --------------- D 2+00 s D SD 3 RETAINING WALL 'A' 3+00 _J_ 3+08.01 90°BEND 440.67TW 34 433.33 TF <1 4 <l . 4 3+09.51 90°BEND 440.67TW / 433.33 TF <1 4 <14 / _J . <I / _J / _J 5 " <l _J <1 / I _J .4 <l 4 <I <1 <I 41 4 / _J <I / -f -f -f _r -::,_--f -f 4 <1 4 <I F F F 4 _J <l F F / <l 4 _J / --}<1--_J-4Fr-~j/l 'l ~-<~ SD -_-SD_-_ SD -_ SD -==-=-~-SD "---=-SD~f ~ -_ SD ----, \ ----------~ 'l <;,'J / ,\-----+----+-----I, ,'r-~--cr----------1, ·oQo· u'.l .<14 _J 4 <14 / <l 43J . _J <l <1 J' 4 _J <l. 4 / 4 <l 0°0 . ~----~,------;j-;----,~-1 ---------~~ 00 ------==-=~7"~=--=-=-i=t-+o:'.t--_=--~c+1=--=---=---=--=-----=---_---~4 I! I 4_J c---h\ ..-----------h :----:-t----t-------------\\ _"{_ , WALL 'A' PLAN VIEW SCALE 1" = 10' •~s BUILT" RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l----+--+-------------+l----+--+----+----11 S2HE1ET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.iU :==~========='....=::::=::::::: RETAINING WALL DATA TABLE NO. DELTA/BRG RADIUS LENGTH (D N51°50'39"E -60.76' (J) 11=35.59 40.00 24.85' 0 N87°26'10"E -122.40' © N2°33'4B"W -1.50' ® N87°26'12"E --55.82' 0 10 20 30 6122123 DATE DATE INITIAL R. C.E. NO. 68075 EXP. 06-30-25 ENGINEER OF WORK GRAPHIC SCALE: 1" = 10' DATE INJnAL DATE INJnAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 RETAINING WALL '.A' PLAN & PROFILE APPROVED: JASON S. GELDERT r ..... {J_,,,,tt fon, ENGINEERING MANAGER RCE 63912 EXPIRES 9130/24 OWNBY: CHKDBY: RVWDBY· MLM PROJECT NO. SDP2021--0029 SDP2021--0029 DATE DRAWING NO. 540-lA 4+ 1 0 . 6 7 44 1 . 3 3 T W 4+ 4 2 . 6 7 44 1 . 3 3 T W 5+ 1 0 . 6 7 44 0 . 6 7 T W 5+ 7 4 . 6 7 44 0 . 0 0 T W 3+ 9 2 . 0 0 43 4 . 0 0 T F 5+ 2 8 . 0 0 43 5 . 3 3 T F 5+ 6 1 . 3 3 43 6 . 0 0 T F 5+ 9 2 . 0 0 43 6 . 6 7 T F 4+ 6 0 . 0 0 43 4 . 6 7 T F 5+ 9 7 . 3 3 EN D W A L L 43 9 . 3 3 T W 5+ 9 7 . 3 3 EN D W A L L 43 7 . 3 3 T F PROPOSED GRADE AT BOTTOM OF WALL PROPOSED GRADE AT TOP OF WALL EXISTING SURFACE TOP OF WALL FOOTING MIN. 1' BELOWLOWEST ADJACENT GRADE 3+ 7 4 . 5 7 6" P V C S D 43 1 . 4 0 I E 6. 6 7 ' M A X . 4" SUB-DRAIN AT BACK OFWALL, MIN. 1.0% SLOPE 3+ 7 4 . 5 7 12 " N Y L O P L A S T I N L I N E DR A I N W / D O M E G R A T E 43 9 . 0 0 F L 257.33' CMU RETAINING WALL (497.33') SEE DETAIL 6 SHEET 45 AND SHEETS 46 & 47 FOR FOOTING DETAILS GUARDRAILS PER ARCHITECTURAL PLANS PROPOSED BOTTOM OF KEY 4+00 5+00 5+97435 435 436 436 434 435 436 437 445 445 442 442 441 444 444 450 445 455 460 450 455 445 450 445 5 6 7 3+65.34BC440.67 TW434.00 TF RETAINING WALL 'A' 5+97.21END WALL439.33 TW 437.33 TF 5+33.13EC441.33 TW434.67 TF 4" SUB-DRAIN AT BACK OF WALL, MIN. 1.0% SLOPE 2' WIDE CONCRETE BROW DITCH PER SDRSD D-75 (TYPE B) @ 1.0% MIN. 3+74.67 12" NYLOPLAST INLINE DRAIN W/ DOME GRATE 439.00 FL PIPE/WALLCROSSING. SEEDETAIL 9 ONSHEET 43. REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: JASON S. GELDERT DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE PRECISE GRADING PLANS FOR: GREGORY W. LANG, P.E. R.C.E. NO. 68075 EXP. 06-30-25 DATE ENGINEER OF WORK SDP2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR2022-0049 SDP2021-0029 540-7A 47 MLM OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 6/22/23 WALL 'A' PLAN VIEW SCALE 1" = 10' WALL 'A' PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 2' 430 435 440 445 430 435 440 445 4+00 5+00 GRAPHIC SCALE: 1" = 10' 0 10 20 30 22 6+00 MA T C H L I N E - S E E S H E E T 2 1 ST A 3 + 4 0 . 0 0 MA T C H L I N E - S E E S H E E T 2 1 ST A 3 + 4 0 . 0 0 RETAINING WALL 'A' PLAN & PROFILE RETAINING WALL DATA TABLE NO. DELTA/BRG RADIUS LENGTH N87°26'12"E --55.82' Δ = 4.70 2045.02' 167.79' N87°51'48"W --64.23' 5 6 7 NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 - f--- - - l I I I I I I I I I I I I I I I I I I I I I L L ->--t ---'-- - t t £ t - I I I I -----.J......_ - ----~- - ------ l ---------... --=--==-==-:=-==-==-=:--=:-::::-:=~~=~-----t--+---~--l -+----------------- j ----------- --~----~------t-1----~----~-----~-------1---------------------------------------~------------------------------ ,_---,--=---------------- ~ I -I --->-- -- J_J_ ~---[ j - ----- -.L--.. - --~ _I - - - - - - - - - I-----,-t---+--+--L . I ' I _J 4 7 ! 4 \ \ \ I '" \II '" }I/ \II \II D ¢::::? ,..,___ ' I I <l <1 .______________ t------- ~---------------J---i-~ r-------- 4/ - <1 PREPARED BY: PASCO LARET SUITER . I& ffes § § O IC I ffes l [§ San Diego I Encinitas I o Phone 858.259 _8212 1 r~nge . County www.plsaeng1neer1ng.com " ~-F ~-F ~-F ~-~ / ► 0 0 0 -- '" _, . ,11 ---\ \ ' - - - '" w \I; \II "' . ~D ' >----- I ' ' I -------------------- -- \II II/ \I/ '" \II Ill-II/ w \II "' 7 \I; \JI \ I \/; \I/ " i \ I / I . - -·-.:o ~> 'sit' s> =:> =:> ~ =:> ~ _, ~ ~ ~-/, ~~ ------r--------...__ f-.____________ -------------r--------...__ --------------- \I/ I -r.-_ a-A~ft./a.,_ I I 11 II I NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 --I ---------+---_J_ ---~i-=-_I ---- 1--+--441 >--+---->------+-----+-----+------+-----+---->------+-----+-----+------+-----+---->------+-----+-----+------+-----+-44t1---+----f-----+----+-----+-----+-----+----f-----+----+-----+-----+-----+----f--,44r1--+--1 158. 67' CMU RETAINING WALL SEE DETAJL 8 SHEET-45 AND SHEETS-46·& 47R:!R FOOTING-OET1'ILS GUARDRAILS PER ARCHITECTURAL PLANS 34. 75' mASH ENCLOSURE WALL 45.43' mASH ENCLOSURE WALL 108' CAST-I -PLACE RETAINING WALL SEE DETAIL 5 SHEET 45 A D SHEETS 46 & 47 FOR FOOTING DETAILS GUARDRAILS PER ARCHITECTURAL PLANS -1 ~ ~ ::l :::i gj c PROPOSEDGRADEATTOPOFWALL 2 c ;l, ~ ~ ~ :::i ~ ;, :;,. ~.:t-~ ~ ~ ::I 's: 8 :a: ..._ PROPOSED GRADE AT TOP OF WALL ~ ..._ ;,;; ..._ g ;l, ..._ 0--+--,43--+-----g ~ ~ ---+------+---:.. -+------+------+-----+-----+--+---+-----+------+------+------+-it:..--+-----+------+----~~ ~-----l>--,43'!"t---i------j-----g ffi ~ ---+------+------+------+-----+-+---~ ~ --~ ~ +------+------+-----+---cti o f.C?. -43,,....-+--II 0(5~ o:ic:.C>".! .;':.a:i"lt-.;':."'<;I'-.;':."'t-~55~ "'LU~ ~-~ .;':.~~ ~~~ DOCK LEVELER ----..,,,=-==-==-=--------,,-::=-' - ------ \ ------------/ -----......... / / : ::--.. .......... '-...,. ._ __ __, X / ..-..--: :: ---......._ "<( / -.....-"'..--1--..... ----.. ~ - --.... ----------......... PROPOSED GRADE ATIBOTTOM OF WALL >< / ------ ----......... ~ '!( / __ .,,,,.. -- 1-----..... ---' ......... ~ / - ---.----.----I l--+--,43'1 l--+------1 \ \ g ::l I:!:: -. ...... -. ........ -.. -.. "-. 4° SUB-DRAIN AT BACK OF\ ~ £-r--:.. .-.-..-g I:!:~ g ;l: t; !--....---, -. -. ..._ -. -. ..._ ......._ WALL, MIN. 1.1)% SLOPE ,,,,,,.-:: ,-,-,-,---! g;1 t; 1-+-----f--,431 1--+-----+-----.;!:. :!: ~ ~ I=: --t---+---+--1 - -- -'---::::---.......... -----t-+---+--+ ~ I=: -ct.. ~ 431 1--t--1 ffi ...,. :g 8 -. -. --. ----=------------.-.-~ 8 ,. 77 77 77 77 \ ,, FINISH GRADE AT \'' """'-"'"'"'"' ---- ,.,..--,,,, f;i ~ ~ 0) (..) r") \ Jc 5'. ; / 4" SUB-DRAIN AT BACK OF \ ¼ " WALL, MIN. 1 0% SLOPE \\ t; ~ \\ ~~ ~-------------~ .... ~-~~-,~---------------------------------------- 1+00 1+00.00 BEGIN WALL 433.33TW 427.33 TF ,/._ \. 1+03.17 · , 433.33 TW · .. 426.67TF ~--. PIPE/WALL CROSSING. SEE DETAIL 9 ON SHEET 43. ~-1:;> 1+35.38 90' BEND 434.00TW 423.33 TF . --7- BOTTOMOF (424.50) RETAINING WALL 'C' .J / PIPE/WALL CROSSING. X SEE DETAIL 9 ON SHEET 43. X X X . . 1+71.67 . S6 . . s . . 434.00 TW y;:-.-.. _ · .. · . SD . ·. . 423.33 TF . . ·. -. -/+91-'-'_6,,_S...-- 4" PVC SUB-DRAIN AT BACK · · 434.00 TW OF WALL, MIN. 1.0% SLOPE 423.33 TF San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com 4 X ------------------------------------ TOP OF WALL FOOTING BELOW BASIN BOTTOM ELEVATION 2+00 _L WALL 'C' PROFILE HORIZ. SCALE: 1"=10' VERT. SCALE: 1'=2' 2+43.99 90' BEND <I 4/ ..Jr 4 <I 4 4 / 433.33TW \ 424.67TF \ 77 432 <r . ~~--_____.__,.. ----:-<I ,,,.. ,,,.. / <1 L-- -.L ---T I / 4 ~.J \ <I <1 4 <1 434.00 4 . 423.33 TF \ <1 ,\_A ~ .. 4 <I \.:.-- ~~ 4 <I WALL 'C' PLAN VIEW SCALE 1"=10' ----:i"" 4 <I / ./ <1 l-----c------ca:~.J--,r431 <1 4 4 0 "' / .J <1 4 / ..J 4 <l 4 ~ ~-· .·.· <I ·. i 4 \:Ii . -~ "' . . RETAINING WALL DATA TABLE RETAINING WALL DATA TABLE NO. DELTAJBRG RADIUS LENGTH NO. DELTAJBRG RADIUS LENGTH (]) N2'33'4B"W 3.17' ® N68'14'56"W 367' N27'58'22"W 32.20' ® N21'45'04"W 7.50' N62'01'38"E 16.57' /J=35.41 11.33' 7.00' N27'58'22"W 19.72' ® N21'45'04"W 45.43' N73'02'13"W 19.98' N68'14'56"E 24.00' ® N62'01'38"E 17.59' N21'45'04"W 28.00' N21'45'04"W 31.08' /J = 45.04 12.09' 9.50' _J <1 / .J 4 8~ "' .... .... "' + .... °'N .... <I Ai .J <1 4 / .J t; ~ ;,_;~ \ 81::-ct..~ c-..io ...,. ,,., 0 lo I:: + . N~ <ci 0, ... 0, + . N~ ... .J 4 <1 4 <1 4 <I 4 / 4 .J <I / .J <I / .J 0 4 t C'\j~ ... 42i 4 10 20 GRAPHIC SCALE: 1" = 10' R C.E. NO. 68075 EXP. 06-30-25 X X X So 30 6122123 DATE en .;!:,~ fol=: -.-. --------------fol=: ct..~ ....... ~ (") ---+-1------, ;J,; (") 'l;f' +~ +~ -~ &51:: 81:!: -~ ~~ ~~ + . + . -~ 81=: ~I=: -~ ' ~ ~ TOP OF WALL FOOTING 1_j5 ~ ' -gi 8 ~ &l CJ ~ MIN. 1' BELOW LOWEST gJ ~ -gi ...,. . .cn0> . ....,.. ~ ~ ~ §t; ADJACENT GRADE ~ ~ ,-CO ,-Q..,:,..i ,-CO ~ ~....... ~ --+-----+-----+-----+----1----+----+-----+-----+-----+----l----+--42~-+--I X X X X 1+00 \ <I ~- --~-= 4 WALL 'D' PROFILE 4 <I 4 RETAJNING WALL 'D' / HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 4 <1 \\----c-----;;:c----..J_-,t-,,P,1 / .J 4 <1 1+45.43 90'BEND 433.671W 428.33 TF · PIPE/WALL CROSSING. SEE DETAIL90N SHEET 43. · 1+67.31 433.67 TW \ WALL 'D' PLAN VIEW SCALE 1" = 10' <l 4 <1 / ..J 4 Ai .J <I 4 / .J <I 4 <1 4 / .J / .J <1 ..J 4 4 4 <I <I 4 / .J 4 RCE ___ _ REVIEWED BY: INSPECTOR 4 <I 2+00 .J <I 4 / / 4 ..J <1 4 / <1 ._J 4 4 "<1 /. ..J 4 <1 4 '~S BUILT" EXP. ___ _ DATE DATE 4 <I 1/ .J 4 .J l----+--+---------------,1----+--+----+----I I S2HE4ET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.iU :==~========='..-=::=::::::: DATE INITIAL DATE INJnAL DATE INJnAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 SDP2021--0029 RETAINING WALL 'C' & 'D' PLAN & PROFILE APPROVED: JASON S, GELDERT iN.;%m~;;;:::t;;AGER RCE 63912 EXPIRES 9130/24 OWNBY: CHKDBY: RVWDBY· MLM PROJECT NO. SDP2021--0029 DATE DRAWING NO, 540-lA NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 435 1+00.00 BEGIN WALL 432.50TW 430 t t 120.9' CMU RETA/If/NG WALL (SEE SHEETS 46 & 47 FOR FOOTING DETAILS) -110· SEE DETAIL 8 SHEET 4~AND DETAIL 5 SHEET 46 t 20:9•-- SEE DETAIL 7 SHEET 44 GUARDRAILS PER ARCHITECTU, L PLANS \_ \ -~ ' ,--....... -=-------I " ' ---- PROPOSED GRADE AT TOP OF WALL --" \ ---.:'.""_-_--_--------; " \ ---..... ....,=------------....,,-----1 " \ . ......._ '-(PROPOSEDGRADEAT ~......... BOTTOM OF WALL " ......... -------- ' " ......... ,_'_(_( .. ~ ~' " ~ ::: ~ 2-'-.cc---=----=--=-<-~ ,-·~ , ...... ,....... \-------- t -- C-j!-J.. ....... ' \ 425 o~i-: '' \ 8 :s: al 1----i '-::::-... ..._ / 4" SUB-DRAIN AT BACK OF ;::._ ~ re ~ ~ ....._ '....._ WALL, MIN. 1.0% SLOPE \ \ (!)"'t-~c:::, -IJ.J .0 LO _ ....._, -~ :... ~ ~ ~ ----:----I I ' >------+--~ ~ l$ ~ - - -...... .::-...... ...... '\. "' ('Wj(O -\ 42'1 I---+----+ 415 ~., -----,----------------'.;--;s ~ ~ ...._ __ ;------------------=====----7-1 \ ~~ -II -~ ~ ~ T " Ill \ .t.~ all!: '-I ... :;: ~ r-TOP OF WALL FOOTING II 1 .t. ~ MIN. 7' TO DAYLIGHT II ... I I 2+09.87 4" SUB-DRAIN WALL PENETRA T/ON 415.861E \ , I ' I \ l \ \ \ \ \ --7 \ \ """'""L111-,1' \ a: I::: 11 \ >------+------+------+------+-----+------<-----+-----+------+------+------+ ~ g --+--111 \ ct ~ ~ ~ ~ '<:I-I'-.: cw, \ 0"' + .; "' -... \ 2+20.26 f-------+-----+------+------+------+-------,-----t------+-----+------+-----4" SUB-DRAIN WALL 1+00 1+50 -- WALL 'E' PROFILE HOR/Z. SCALE: 1" = 10' VERT. SCALE: 1" = 2' :::::s 1+00.00 ----~ . ------ :::--, ----:::::._::aEGINWALL -__ _ -- z:::::::::_: 432.50 TW _ · . ·. -:-.... _ - --426.50 TF · ·_ . · ·. ----....,...:-..:...... -----~ -:.._____ > --..:... 4" PVC SUB-DRAIN -;;:--__ -~ __ _ :~:=;~:;s ~~~2::=":::;;::~~ ·-. · ATBACKOFWALL,-~ . --MIN. 1.0% SLOPE . ----~ --... --------- ------------ 1-----'--1-. ~-~ Sc/--~---. .-~ ------- -.. ~ -SD-SD _ -Sil· ---1 --------- RETAINING WALL 'E' _J_.------------------------------------------------- --- WALL 'E' PLAN VIEW SCALE 1" = 10' -I I I I I I I I I I I I I I I PENETRATION 408.50 IE 2+00 2+12.43 408.50 TF L \ 2+20.93 END WALL 408.50 TF 435 430 425 420---, 415 38.71'CMU RETflNING WALL 1 SEE DETAIL 5 SHEET 46 AND SHEETS 46 & 47 FOR FOOTING DETAILS ---+-----+-,425---l 42'fl----l-------l PROPOSED GRADE AT TOP OF WALL '\'-. '-( PROPOSED GRADE AT \ '-BOTTOM OF WALL \ " ----l \ -------- '-\ ~ EXISTING SURFACE - '-'-WAL/>MIIY.J.:..0% SLOPE '-''-r 4" S{IB-DRAIN AT BACK OF ' ------. I ', ----" .__.,.... --...... r---- ---........ g ::l ~ ---------...__ o~~~~ ----, Os~ -'~ .t.<:CO ~~ ..... ....._ ..... {B:;:.t.!;::~I:!: ....... ~ ...... (0 0 + ., -<O "' Hfl------+---,420---l 41 ~-+----+-----~f-----11----+L--+---,~---+--,415---l ~~ ~~P~= 1+00 ' ,. " -... TOP OF WALL FOOTING MIN. 7' TO DAYLIGHT ~~ ~;:~ .;!:.~ .;!:.o~ ...... a5...,. 1+36.33 4" SUB-DRAIN WALL PENETRATION 415.83 IE WALL 'F' PROFILE HORIZ. SCALE: 1" = 1 O' VERT. SCALE: 1" = 2' '-'-. ,-, .--...--• AT BACK OF WALL, '-..__ '-..._ · __ ...--MIN.1.0%SLOPE ..... ' ' .............. . .. · _..-.. ' ' ....... ...... so ----' ....... ' .............. ' ' ' ' ........ ....... ....... ....... 1+ . '-'-'-BEGIN WALL '--.... 422.50TW '-, 416.83 TF ' ' ' ' ...... ' C-,-.............. " ' ..._ -.... ' ---....... ........ ............ ' ...._ ---...... ..._ ' ' ---..._ ..._ ..._ ..._ ..._ ...._ ..._ ..._ ...._ ..._ ...._ f-+,O(j -- WALL 'F' PLAN VIEW SCALE 1"= 10' 1+50 1/ 3) CMU RETAINING 'ALL SEE DETAIL 5 SHEET 46 AND SHEETS 46 & 47 FOR FOOTING DETAILS PROPOSED GRADE AT TOP OF WALL ~;1 +--~ t-------;--q.21 1--+----- ---+ "---i..:--:_=::-:-:._~--;::--=_=--TiiR--+---+-42°1 "'-r GRADE AT BOTTOM '-./ OFWALL "-"-.......... '-r 4" SUB-DRAIN AT ........... ;l: '-'-'-BACK OF WALL, "' ,__,_ '-'-MIN. HJ% SLOPE ' ' ~ ' ' ' ' ' ' ., 0 0., ' ' ' ' ,, ' ..... ____ ___ --------+ . ---... g~ 8 ~~ <O -+ . + -~ -~ TOP OF WALL FOOTIN G T MIN. 7' TO DA YLIGH 1+30.08 1-----+-------+--.aj ~ '11., 4" SUB-DRAIN WALL 1 °1 PENETRATION 408.50/E --+------+-----+---4 t ' ' ' ' ' ' ' ' ' -.... ' ' ' ' -.... ' -.... ' ' ' -.... ' ..._ ' PREPARED BY: t 1+00 WALL 'G' PROFILE HOR/Z. SCALE: 1" = 1 O' VERT. SCALE: 1" = 2' / / .,/ WALL 'G' PLAN VIEW SCALE 1"= 10' PASCO LARET SUITER ~ #:l~~lOJICL~ulE~ San Diego I Encinitas Orange County RCE ___ _ Phone 858.259.8212 www.plsaengineering.com 0 10 20 30 REVIEWED BY: GRAPH IC SCALE: 1" = 1 0' INSPECTOR 1+50 _L •~s BUILT" EXP. ___ _ J DATE DATE RETAINING WALL DATA TABLE NO. DELTA/BRG RADIUS LENGTH l-----+--+---------------,1----+--+------+---I I S2HE5ET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L.iLJ :==~========='..-=::=::::::: 0) II= 97.66 58.67' 100.00' (J) N26°53'07W -19.79' (J) II= 32.30 68.67' 38.44' © .il = 23.31 78.67' 32.00' 6122123 DATE DATE INITIAL DATE INJnAL R. CE NO. 68075 EXP. 06-30-25 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INJnAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 SDP2021--0029 RETAINING WALL 'E', 'F' & 'G' PLAN & PROFILE APPROVED: JASON S, GELDERT 'If;;;N~;~l~~MJ::AGER RCE 63912 EXPIRES 9130/24 OWNBY: CHKDBY: RVWDBY· MLM PROJECT NO. SDP2021--0029 DATE DRAWING NO, 540-7A NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 60.83' (GUARD RAILS PER ARCHITECTURAL PLANS) SEE SHEETS 46 & 47 FOR FOOTING DETAILS 24.46' CMU RETAINING WALL 36.37' CAST-IN-PLACE RETAIN/NJ WALL SEE DETAIL 7 SHEET 44 SEE DETAIL 8 SHEET 45 1 l 1+24.46 432.00 TW {GIP) 430.50 TW (CMU) AT TOP OF WALL r __ __,~ f---43u-,---~===~;;I:-;;;;;--------1 PROPOSED GRADE I ----t --+---t----4 30_J --? 7 42:-l--+-----.I 42u--+-----I 41-.,_-+-----.I 41 • I--+---- 1+00.00 BEGIN WALL 408.50 TF ---------I I / PROPOSED GRADE """\. I ATBOTTOMOFWALL y EXJSTING SURFACE\ / / _,,, _,,,:::: / / / / / / / I I / -✓ / ---✓ / -----..,,,,,. -.,-..,. ,.,,,...--~ -.,.-/ r ,,,.,-:.-- TOP OF WALL FOcfrlNG / ,.-'--------+---..-+----~ MIN. 7' TO DA fiGHT ,,I // L 4-SUB-DRAIN Ar--~- I I I J } /p L // /-;-: '/ // t : p // p / / BACK OF WALL, f / MIN. 1.0% SLOPE tt------+-----+---+-----+------+--42~ // ,,,.,,, / ,,,.,,,-----1 / / j,-,.--! I 8 1:: U--~--~~--------------~------------11 :g I:: :. ~ 415---1 /I M <-> " ,, '+" ~ JI -~ ,, // // // ,, // // // // ,, // JI // 1/ ---------------+---+----+-41 ~ 1+08.50 END WALL 408.50 TF 1+00 1+ 0 WALL 'H' PROFILE HOR/Z. SCALE: 1" = 10' VERT. SCALE: 1" = 2' --... ".x<...._" --... • 1+61.00 - -END WALL =_4 432.19 TW ;::Z • 422.50 TF --... - RETAINING WALL DATA TABLE WALL 'H' PLAN VIEW SCALE 1"= 10' NO. @ (J) Q) @ Q) DELTAIBRG N26°53'06'W l1 = 40.73° "= 25.68° l1 = 52.14° N40°45'18'W RADIUS LENGTH -24.61' 51.00' 36.26' 62.00' 27.78' 63.00' 57.33' -30.67' 27.78' CMU RETAINING JALL SEE DB,TAIL 6 SHEET 45 AND SHEETS 46 & 47 FOR FOOTING DETAILS 425,--i-------H---PROPOSED GRADE +-----+--+-----+---425---J AT TOP OF WALL -----1 420 1+00.00 BEGIN WALL 423.83 TW I H--r'--~=-=-__._---- -PROPOSED GRADE y f AT BOTTOM OF WALL /. ~ / ~ / / // ,,,, 4".8t1B_}]RAIN AT -----..___. / / -JlACKOFWALL ;?/ / ___,..... 'MIN. 1.0% SLOPE / // ..---1 -+-----HI"'--//::-....i--,-r---,--420----i // // ,,,, ,,,, ! 1+00.00 BEGIN WALL 416.50 TF ,,,.,, / r r---1\ // /r / / / // ........... ,.., TOP OF WALL FOOTING MIN. 7' TO DAYLIGHT 1+00 I WALL 'I' PROFILE HORIZ. SCALE: 1 • = 1 O' VERT. SCALE: 1" = 2' =..A--~1~•~01=.o=o ___ ..... ___ ::,:-0--._~:::,,...~c3><.... c----..c"'-:z. 4" ROUND ATRIUM GRATE IN SPEE-D BASIN ,cc .50 TG '1+00.00 ..___ BEGIN WALL --... --... 423.83TW --... ...._ '!!_6.50 TF ...._ ______ .......... --... ..... --... l --- l------+-405- 88' CMU RETAINING WA SEE DETAIL 6 SHEET 45 ND SHEETS 46 & 47 FOR FOOT/N DETAILS - PROPOSED GRADE AT TOP OF WALL -......... "' ;::::-. ;::::-. ~ ~ .___ EXISTING SURFACE ~ ~-----t -~ ~;;i-t---,405---l ~ - g I:: " <"? "' 00 + " -c ... ------------------ 8 :J I:: co§ ..... "'"'' -+ ..... (',,j -~c iii ... l-----+--,40Ll--+-----+-----+----1-----+----+-----+-----+-----+----~---+--400 TOP OF WALL FOOTING MIN 1' BELOW LOWEST ADJACENT GRADE 1+00 --- ---------------- ----- ---------------- ---- --2' WIDE CONCRETE BROW l DITCH PER SDRSD D-75 (TYPE BJ @ 1 0% MIN. ;· --- ---- --- ---- --- ------ ------ 41 ---- ------- --- 1+50 WALL 'J' PROFILE HOR/Z. SCALE: 1" = 10' VERT. SCALE: 1" = 2' 4' PVC SUB-DRAIN AT BACK OF WALL, MIN. 1.0% SLOPE ----------- ----- s / I :g ... I \ \ \ 41 RETAINING WALL 'J' I \ \ s s \ \ CONNECT 4" SUB-DRAIN .,.. ,;- TO PROP. CATCH BASIN ,;- 399.00 IE --------------------~ -~so· -c=;> -Ssrfr,;-- - I I I I /1/ /!/ / / 1/ 1/ /2 ~ / I, / I >'s s I / - / 1/ , I ~b • , , ,, /f l> I . I > , ---" . I > > I > " > s 2+00 I I sf--,..._,__ I fil I I ..... \ -' \ WALL 'J' PLAN VIEW SCALE 1 • = 10' •~s BUILT" 0 10 20 GRAPHIC SCALE: 1" = 10' I I WALL 'I' PLAN VIEW SCALE 1" = 10' PREPARED BY: ~ w. PASCO LARET SUITER 30 ~ ffi\5J5JOC I ffi\ l lE5J San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com 6122123 DATE R CE NO. 68075 EXP. 06-30-25 RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l----+--+-------------,1----+--+----+---I I S2HE6ET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L..iU :==~========='....=::::=::::::: DATE INITIAL DATE INJnAL DATE INJnAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FDR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 SDP2021--0029 RETAINING WALL 'H', '/', 'J' PLAN & PROFILE APPROVED: JASON S, GELDERT E;;;N~;~l~~MJ::AGER RCE 63912 EXPIRES 9130/24 OWNBY: CHKDBY: RVWDBY· MLM PROJECT NO. SDP2021--0029 DATE DRAWING NO, 540-7A NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 PIL l----!45 :'l---+-+--+-+---+-t---+--l---+-----1-..t---+-+--+-+--+-+---+-t---+-----ll---+-----l-+---+-+--+-+---+-t---+-l---+-----l-+---+-+--+-+--+-+---+-t---+-----ll---+-----l-+---+-+--+-+---+-t---+-l---+-----l-+---+-+--+-+--+-+---+t-t---+-----ll---+-----l-+---+-+--+-+---+-h--+ll--f--, !J,!J-+--+- EXISTING SURFACE ----- I BUILDING WALL II +--.--+---+-~--+---+-~--+----1~-+--l---+--+--+--+---+-~ PROPOSED FINISH FLOOR (2ND) = 434.00 431 L=-t=t=1=r---i:=t=1=t=l11---r=-t=tt=rtt=t=t=::r--tt=t=tr-t=t=~t=i---r::t_._~t=t=r-tt==t=-t::r--~=!_~~=!_~~=!_~~=!_~~=t_~~=!_~~=!_~~=!_~~=!_~~=t_~~=f_~~=!_~~=:_=s._t=t:=t=~ -~f-------t--_____,.-;--11 PROPOSED PAD = 433.33 II r .--!. a :'l---f-+-----t--+--l---+--+----+-+---+-llt---+-+---+-+---f--+----ll---+--+----+-+---+-+---+-+--+-+---f-+----l-+-+--1---+--+----+-+---+-+--+-+---++--+---f-+----ll---+--+-----A--+---+-+---+-+---+-+---+~APPROXIMATELIMITSOF -+-+---+-+-~ PER GEOTECHNICAL OR -+--1---+--+----+-+---+-+t--+-· II ---I OVEREXCAVATION PER GEOTECHNICAL REPORT, TO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER OSHA GUIDELINES H/T 11----t-+-+----1--+--t---+--+---+--+--+-+---+--+---+--+----t-.t----1t---+--t-t---+--+---+--+---+--+---+--t--~• -+----1--+--t---+----,a---A-P-P-RO-X~/M_A_r;~E LI-M-l~TS_O_F+---+--+---+--+----t--+--t---+--+---+--+--+-+---+--+---+--+----t--+----1t---+--t---+--+---+--+--+-+---+--+---+--+----t--+----1t---+--+---+--+----+-, _J~~ OVEREXCAVATIONPER --I I -::s__ APPROXIMATE LIMITS OF I----J4Q,:-,----11---+--+----+-+---+-+---+-+--+-+---+-+----l--+--I---+--+----+-+-OVEREXCAVA TION PER GEOTECHNICAL REPORT. TO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER GEO TECHNICAL REPORT. TO BE FIELD VERIFIED BY -+--+--+--+---+-+---+--+---+--+-GEOTECHNICAL ENGINEER --f-+----l--+--l--+-+--+-+--+-+--+-+---+-+----l-+----ll--+--l--+-+--+-+--+-+--+-+---+-+----l--+--l--+-+--+-+--+-+--+-4U!J>-f-+-- SECTION 'N' HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 6' \ \ \ \ I ' .... .,,. ,,.~ -'r..,. ,.. ,.. ~ !c"" ., ..... l .. , .· .... I·:.<<::•:,::•:,· ~~(-. ' I I I --....--..:;_--❖ ~-..;'~,.. ______ _,,,,, -.... ' -- ---------,, ..... -\: ' San Diego Encinitas Orange County Phone 858.259.8212 I www.plsaengineering.com --- -- ---- ------ ------- -------LOT22---- NEW BUILDING PAD ELEVATIDN= 417 33 --_ 1STLEVELF.F. = 418.00 2ND LEVEL F.F. = 434.00 3RD LEVEL FF = 450 00 MAP16145 -----..__ - --------- 0 30 60 GRAPHIC SCALE: 1" = 30' ".-,,"' .... .,,. "..-·t \ ....... ·. ',' ~ . 1'--, \ \ , __ --.. \ ' \ ", \ ' \ -----\ \ \ 90 \ I PROP. LOT1 8.37 AC (364,697 SF) ' W(\l\~1/P.iN SECTION 'N' SCALE 1" = 30' R. C.E. NO. 68075 EXP. 06-30-25 ' I ' I I I I I I NEW BUILDING PAD ELEVA110N = 433.33 2ND LEVEL F.F. = 434.00 3RD LEVEJ,_F.F. = 450.00 ------ .,.-..__ .,... --~ ___ , --.. --.. ---- --.. ' ----- LOT21 MAP 16145 -------- ----------=::::-,; ' --..... ~~ .,-,. ,~., 11, -- II I 1 1 JI 11 I/ / 11 JII 11/11/\ / ,, ,,, '/ I I I I I ,//, ' RCE __ _ REVIEWED BY: INSPECTOR •~s BUILT" EXP. ___ _ DATE DATE ---1----+----+----------+--+----+---+----I I S2HEBET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT L__iU :==:'...=::========='...=::::=::::::: 6122123 DATE DATE INITIAL DATE INJnAL DATE /NlnAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: JONIS PHARMACEUTICALS GR2022--0049 LOTS 21 &22 REMEDIAL GRADING SECTION APPROVED: JASON S. GELDERT iN,;%m~;;;:::t;;AGER RCE 63912 EXPIRES 9130/24 OWNBY: CHKDBY: RVWDBY· MLM PROJECT NO. SDP2021--0029 SDP2021--0029 DATE DRAWING NO. 540-lA PN P8 P7 P6 P5 PM PL PK PJ PI PH PG P4 P3 P2 P1 PE PD PC PB PA PF IRR WPED PB MW IRR PB WPED PB PB 5"TD 5"TD 5"TD 5"TD 6"TD 6"TD 6"TD 5"TD 5"TD 5"TD 5"TD 5"TD 5"TD 5"TD 10"TD 10"TD 10"TD 6"TD 6"TD 12"TC 5"TD 5"TD D D D D D D S S E E W 460460 460 460 455455 455 455 455 455 450 450 450 450 450 450 450 44 5 44 5 445 445 445 445 445 445 445 4 4 5 440 440 44 0 440 440 44 0 440 440 440 440 440 440 44 0 440 440 440 43 5 435 435 435 43 5 435 435 43 5 435 435 435 435 430 430 430 430 430 430 430 430 43 0 430 430 430 430 43 0 430 425 425 425 425 425 425 425 425 425 425 425 425 425 425 425 425 42 5 425 42 0 420 420 42 0 420 420 420 420 42 0 420 420 420 420 420 41 5 415 41 5 415 415 415 415 41 5 415 415 415 41 5 4 1 0 410 41 0 410 410 410 410 410 410 410 41 0 405405 4 0 5 40 5 405 40 5 405 405 405 405 405 405 405 405 40 5 400 40 0 400 400 400 400 400 400 39 5 395 395 395 395 39 0 390 390 390 38 5 385 VAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FFFFFFFFF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S SSSSSSSSSS S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S F F SD SD SD SD SD SD SD SD SD SD SD SD SDSD W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F F F F F F F F F F F F F F F F F F F F F F F F F FF RW NEW 3 - L E V E L P A R K I N G S T R U C T U R E PAD E L E V A T I O N = 4 1 3 . 8 0 1ST LE V E L F . F . = 4 1 4 . 5 0 2ND LE V E L F . F . = 4 2 4 . 7 5 3RD L E V E L F . F . = 4 3 5 . 0 0 NEW B U I L D I N G PAD EL E V A T I O N = 4 1 7 . 3 3 1ST LE V E L F . F . = 4 1 8 . 0 0 2ND L E V E L F . F . = 4 3 4 . 0 0 3RD LE V E L F . F . = 4 5 0 . 0 0 NEW B U I L D I N G PAD EL E V A T I O N = 4 3 3 . 3 3 2ND LE V E L F . F . = 4 3 4 . 0 0 3RD L E V E L F . F . = 4 5 0 . 0 0 3.0% 425.42 T C 424.92 F S 425.42 T C 424.92 F S 424.18 T C 423.68 F S 421.29 T C 420.79 F S 427.86 T C 427.36 F S 430.72 T C 430.22 F S 435.42 T C 434.92 F S 435.22 T C 434.72 F S 415.17 T C 414.67 F S 415.1 7 T C 414.6 7 F S 431.05 T C 430.55 F S 434.15 T C 433.65 F S 433.91 T C 433.41 F S 417.5 8 T C 417.08 F S 417.85 T C 417.35 F S 419.86 T C 419.36 F S 420.17 T C 419.67 F S 416.58 T C 416.08 F S 431.63 T C 431.13 F S 434.75 T C 434.2 5 F S 434.98 T C 434.48 F S 419.76 T C 419.26 F S 418.14 T C 417.64 F S 417.60 T C 417.10 F S 417.14 T C 416.64 F S 417.61 T C 417.11 F S 417.7 4 T C 417.24 F S 417.53 T C 417.03 F S 438.60 T C 438.10 F S 434.55 T C 434.05 F S 438.3 4 T C 437.84 F S 438.4 5 T C 437.95 F S 436.95 T C 436.45 F S 436.88 T C 436.38 F S436.10 T C 435.60 F S 435.39 T C 434.89 F S 434.98 T C 434.48 F S 434.43 T C 433.93 F S 435.09 T C 434.59 F L 414.72 T C 414.22 F S 414.02 T C 413.52 F S 413.26 T C 412.7 6 F S 410.39 T C 409.89 F S 406.8 6 T C 406.36 F S 412.24 T C 411.74 F S / G B 413.74 T C 413.24 F L 403.04 T C 402.54 F S / T G 400.80 T C 400.30 F S 431.7 2 T C 431.22 F S 431.14 T C 430.64 F S 430.53 T C 430.03 F S 429.10 T C 428.60 F L 434.27 T C 433.77 F S 433.57 T C 433.07 F S 431.21 T C 430.71 F S 429.90 T C 429.40 F L / T G 436.01 T C 435.51 F S 416.25 T C 415.75 F L 415.66 T C 415.16 F L / T G 415.48 T C 414.98 F L 414.93 T C 414.43 F L / T G 414.20 T C 413.70 F L / T G 414.31 T C 413.81 F L / T G 414.81 T C 414.3 1 F L 436.31 T C 435.81 F L 434.00 F F 434.00 F F 418.00 F F 418.00 F F 418.00 F F 418.00 F F 433.77 T C 433.27 F L 430.53 T C 430.03 F L 434.00 F F 429.54 T C 429.04 F S 440.00 T W 437.59 B W 441.33 T W 434.90 B W 440.00 T W 434.95 B W 438.6 7 T W 434.64 B W 432.67 T W 432.00 B W 433.89 T C 433.39 F S 438.67 T W 438.62 B W 421.39 T C 420.89 F S BIOFIL T R A T I O N B A S I N 4 STRUC T U R A L B M P I D # 4 408.50 F G 2,030 S F BIOFIL T R A T I O N B A S I N 3 STRU C T U R A L B M P I D # 3 414.83 F G 1,294 S F BIOFIL T R A T I O N B A S I N 1 STRU C T U R A L B M P I D # 1 424.50 F G 2,000 S F EXIST . 4 8 " R C P S D P E R D W G . N O . 4 1 5 - 9 J EXIST . 8 " P V C S E W E R P E R D W G . N O . 4 1 5 - 9 J EXIST. 1 6 " 1 0 G A . S T E E L WATER P E R D W G . N O . 4 1 5 - 9 J EXIST . 1 6 " 1 0 G A . S T E E L WATER P E R D W G . N O . 4 1 5 - 9 J EXIST . 8 " P V C R W PER D W G . N O . 4 1 5 - 9 J EXIST . 4 8 " R C P S D P E R DWG. N O . 4 1 5 - 9 J EXIST . 8 " P V C S E W E R PER D W G . N O . 4 1 5 - 9 J LOT 2 2 MAP 1 6 1 4 5 LOT 2 1 MAP 1 6 1 4 5 PARC E L 2 MAP 2 1 7 4 2 NEW B U I L D I N G PAD EL E V A T I O N = 4 1 7 . 3 3 1ST LE V E L F . F . = 4 1 8 . 0 0 2ND LE V E L F . F . = 4 3 4 . 0 0 3RD LE V E L F . F . = 4 5 0 . 0 0 LOT 2 2 MAP 1 6 1 4 5 LOT 2 1 MAP 1 6 1 4 5 439.33 T W 438.50 B W 435.46 T C 434.96 F S 441.33 T W 434.80 B W 440.67 T W 435.46 B W 441.33 T W 436.08 B W 432.67 T W 430.87 B W / F S 433.67 T W 429.67 F S 433.67 T W 429.67 F S 431.22 T C 430.72 F S 433.95 T C 433.45 F L 433.83 T C 433.33 F L 434.00 F F 436.00 T W 431.28 B W 430.67 T W 428.23 B W 432.16 T C 431.66 F S 418.00 F F 417.91 T C 417.41 F S 417.16 F S 417.50 F S BIOFIL T R A T I O N B A S I N 2 STRUC T U R A L B M P I D # 2 428.00 F G 1,795 S F 6 433.33 F G 434.00 F F 433.33 F G 434.00 F F 433.33 F G 434.00 F S 434.50 T C 434.00 F L 433.9 2 F S 434.15 T C 433.65 F S 432.84 T C 432.34 F L / L P 436.20 T C 435.70 F S 435.40 T C 434.90 F S 434.75 T C 434.25 F S 436.15 T C 435.65 F S 434.00 F S 434.8 8 T C 434.3 8 F S 433.34 T C / F S 435.85 T C 435.35 F L 438.30 T C 437.80 F S 436.88 T C 436.38 F S 429.58 FS/LP 435.80 T C 435.30 F S 435.77 T C 435.27 F L 434.5 0 T C 434.00 F S 434.05 T C 433.55 F S 434.61 T C 434.11 F S 431.51 T C 431.01 F S 431.18 T C 430.68 F S 433.30 T C 432.80 F S 433.61 T C 433.11 F S 430.63 T C 430.13 F L 427.41 T C 426.91 F L 431.90 F S 432.7 8 T C 432.28 F S 417.70 T C 417.20 F S 417.61 T C 417.1 1 F S 418.47 T C 417.97 F S 417.36 T C 416.86 F S 417.90 T C 417.40 F S 417.43 T C 416.93 F S 416.31 T C 415.81 F S 416.87 T C 416.37 F S 415.27 T C 414.77 F S 416.65 T C 416.15 F S 417.98 T C 417.48 F S 425.59 T C 425.09 F L 423.98 T C 423.4 8 F L 433.2 6 T C 432.76 F S 432.62 TC/FS 432.54 TC/FS 432.94 T C 432.44 F S 416.58 T C 416.08 F S 415.68 T C 415.1 8 F S 415.73 T C 415.23 F S 414.01 T C 413.51 F S 414.46 T C 413.96 F S 414.37 T C 413.87 F S 413.70 T C 413.20 F S 404.33 T C 403.83 F S 409.60 T C 409.10 F L 412.32 T C 411.82 F S 412.63 T C 412.13 F L 413.4 0 T C 412.90 F S 15 423.23 T C 422.73 F S 429.80 T C 429.30 F S SEE D E T A I L ' B ' SHEET 4 SEE D E T A I L ' B ' SHEET 4 430.00 T C 429.50 F S 402.14 T C 401.31 F L 402.97 T C 402.47 F L 405.43 T C 404.93 F L 409.12 T C 408.62 F L 413.42 T C 412.92 F L 413.97 T C 412.74 F L / T G 414.67 T C 414.17 F L 415.51 F S 415.54 F S 417.33 T C 416.8 3 F S 403.0 3 T C 402.53 F S 404.83 T W 403.26 B W 407.50 T W 406.00 B W 417.33 T C 416.83 F S 418.63 T C 418.13 F S 420.04 T C 419.54 F S 420.81 T C 420.31 F L 422.44 T C 421.61 F L 426.58 T C 426.08 F L 429.40 T C 428.90 F L 424.4 0 T C 423.90 F S 424.18 T C 423.68 F S 427.18 T C 426.68 F S 426.19 F S 430.00 T W 427.0 6 B W 432.93 T C 432.43 F L 433.97 T C 433.47 F S 423.44 T C 422.94 F S 424.58 T C 424.08 F S 427.99 T C 427.49 F S 423.08 T C 422.58 F S 425.8 1 T C 425.31 F S 424.53 T C 424.03 F S 434.74 T C 434.24 F S 434.00 F S 433.44 T C 433.55 T C 433.05 F L 433.23 T C 432.73 F L 433.43 F S 434.00 T W 433.50 F S 428.00 B W 433.50 F S 434.00 T W 433.60 F S 428.00 B W 433.85 F S 410.00 F L 409.00 F L 408.00 F L 407.00 F L 406.00 F L 405.00 F L 404.00 F L 402.90 F L BIOFI L T R A T I O N B A S I N 1 STRUC T U R A L B M P I D # 1 424.50 F G 1,811 S F 436.83 T C 436.33 F S 436.13 T C 436.63 F S 436.25 T C 435.75 F L 431.2 1 F S 432.90 F S 427.31 T C 426.81 F S 426.06 T C 425.56 F S SEE D E T A I L ' A ' SHEE T 4 428.91FS 429.05 F S 425.50 T W 425.17 F S 409.00 B W 430.1 4 F S 425.50 T W 425.17 F S 412.50 B W 425.50 T W 424.22 F S 421.00 B W 425.50 T W 424.24 F S 417.50 B W 430 431.38 T C 430.88 F S 431.32 T C 430.82 F S R/W C/L R/W N52° 4 6 ' 2 1 " W 3 8 6 . 3 1 ' N52° 4 6 ' 2 1 " W 3 8 6 . 3 1 ' P/L P/L P/L N20 ° 3 4 ' 1 1 " E 1 2 0 . 9 9 ' P/L N47°0 8 ' 3 6 " E 4 0 6 . 0 9 ' L =6 8 3 .8 3' R =7 8 6 .0 0 Δ =4 9 .8 5 L =6 8 3 .8 3 ' R =7 8 6 .0 0Δ=4 9 .8 5 L=68 3.83' R =7 86.00Δ=49.85 P/L P/L P/L R/W C/L R/W R/ W C/ L R/ W 436.25 T W 436.09 F S 434.00 B W 436.25 TW/BW 433.00 FL/HP 437.97 T C 437.47 F S 433.67 T W 433.17 F S 433.67 T W 433.17 F S 434.00 F F EXIST. 8 " P V C S E W E R PER D W G . N O . 4 1 5 - 9 J SEE D E T A I L ' C ' SHEET 4 SEE DE T A I L ' D ' SHEET 4 433.26 F S 433.37 T C 432.87 F L 433.16 T C 433.34 F S 433.90 T C 433.40 F S 417.84 F S 414.81 F S 417.92 F S 417.8 4 F S MWS- 2 STRU C T U R A L B M P I D # 6 VEGE T A T E D M O D U L A R WETLA N D , 4 ' X 8 ' 400.50 R I M MWS-1 STRUC T U R A L B M P I D # 5 VEGET A T E D M O D U L A R WETLA N D , 4 ' X 4 ' 421.00 R I M 419.50 I E I N 414.70 T C 414.20 F L 415.33 T C 414.83 F S 415.38 T C 414.88 F S 432.44 T C 431.94 F S 430.6 7 F S 431.31 F S 431.85 T C 431.35 F S 431.20 F S SEE D E T A I L ' B ' SHEET 4 431.74 T C 431.24 F S 431.12 T C 430.62 F S 430.5 0 T W 429.5 6 F S 427.00 B W 431.77 F S 431.80 F S 433.69 F S 433.58 T C 433.08 F S 436.44 T C 435.94 F S 3. 2 % 437.67 T C 437.17 F S BRIDG E P E R S E P A R A T E P E R M I T EXIST. 8 " P V C R W PER D W G . N O . 4 1 5 - 9 J EXIST. 3 6 " R C P S D PER DW G . N O . 4 1 5 - 9 J EXIST . 1 2 " P V C W A T E R PER D W G . N O . 4 1 5 - 9 J EXIST . 3 0 " R C P S D PER D W G . N O . 4 1 5 - 9 J EXIST. 8 " P V C S E W E R PER D W G . N O . 4 1 5 - 9 J 414.50 1 S T F F 414.5 0 1 S T F F 424.75 F F (2ND) 415.36 F S 415.27 F S 434.08 F S 417.66 T C 417.07 T C 416.57 F S 418.42 F S 417.85 F S 417.80 F S RETAIN I N G W A L L ' A ' RETAI N I N G W A L L ' A ' RETAI N I N G W A L L ' A ' RETAIN I N G W A L L ' B ' RETAI N I N G W A L L ' B ' RETA I N I N G W A L L ' B ' RETAI N I N G W A L L ' C ' RETAIN I N G W A L L ' D ' RETAI N I N G W A L L ' E ' RETAI N I N G W A L L ' F ' RETAI N I N G W A L L ' G ' RETAIN I N G WALL ' H ' RETAIN I N G WALL 'I ' RETAI N I N G W A L L ' J ' RETAI N I N G WALL ' K ' 433.05 TC/FS 433.15 T C 432.65 F S 433.23 T C 432.73 F S 433.37 TC/FS 431.65 T C 431.15 F S 431.31 T C 430.81 F S 430.47 T C 429.97 F S 410.00 T B 410.00 T B 410.00 T B 417.33 T B 417.33 T B 417.50 T B 417.68 F S 417.65 F S PUBLIC I M P R O V E M E N T S P E R S E P A R A T E P E R M I T ( D W G N O . 5 4 0 - 7 ) 421.40 T W 414.00 B W 424.41 T W 414.00 B W 423.40 T C 422.90 F S 423.20 T C 422.70 F S 431.32 T C 430.82 F S 401.11 T C 400.28 F L 421.71 T C 420.87 F L PROP . L O T 1 ( 8 . 3 7 A C ) EXIST I N G L O T L I N E T O B E REMOV E D P E R L O T L I N E ADJUS T M E N T C O C 2 0 2 2 - 0 0 1 1 EXIST I N G L O T L I N E T O B E REMO V E D P E R L O T L I N E ADJUS T M E N T C O C 2 0 2 2 - 0 0 1 1 PRO P . L O T 1 ( 8 . 3 7 A C ) NEW B U I L D I N G PAD EL E V A T I O N = 4 3 3 . 3 3 2ND L E V E L F . F . = 4 3 4 . 0 0 3RD LE V E L F . F . = 4 5 0 . 0 0 439.8 0 F L / H P 439.20 F L / L P 439.80 F L / H P 438.50 F L 434.80 3 R D F F 435.00 3 R D F F 438.60 F L 437.50 F L 431.00 F L 437.66 F L / L P 437.67 F L 431.50 F L 431.42 T C 430.92 F S 6 435.00 F L 434.50 F L 429.20 F L 438.00 F L 423.00 F L 418.50 F S 418.43 F S 416.17 T W 415.33 B W 415.50 T W 411.60 B W 423.00 T W 422.40 B W 430.83 T W 430.07 F S 427.0 0 B W 423.83 T W 432.00 B W 408.83 T W 404.76 B W 407.30 F L 430.50 T W 430.00 B W 426.00 T W 426.00 B W 424.00 T W 421.67 B W 402.90 F L 405.40 F L 426.0 0 T B 426.00 T B 436.31 T C / F S 436.25 TW/FS 434.0 0 F F 433.33 F G 432.67 F L / T G 432.67 F L / T G 435.42 T S 433.92 B S 433.78 F S / G B 434.00 F S 433.05 F S 434.00 F S 433.50 F S 433.50 F S 433.09 F S 434.00 F S 433.70 F L / L P 434.00 F S 417.33 F G 417.40 T C 416.90 F S 417.33 T G 417.62 T C 417.12 F S 417.40 T C 416.90 F S 416.55 T C 416.05 F S 416.43 T C 415.93 F S 416.50 T C 416.00 F S 416.32 T C 415.82 F S 416.07 T C 415.57 F S 416.85 T C 415.35 F S 415.26 T C 414.76 F S 415.10 T C 414.60 F S 5.3% 405.5 0 F L 417.33 T B 417.33 T B 415.70 T C 415.20 F L 415.01 T C 414.51 F L 433.85 F S 434.00 T W 433.50 F S 428.00 B W 433.17 T G / L P 433.92 F S 434.00 F S 433.17 F S 433.80 F S 433.75 F S 433.83 F S 432.75 T G / L P 433.16 T G / L P 433.33 F S 433.23 TG/LP 435.46 T S 433.96 B S 423.82 T G 420.74 T G 400.33 T G 420.67 F L / T G 423.91 F L / T G 427.33 F L / T G 430.44 F L / T G 415.84 T C 415.34 F S 433.33 F G 433.33 F G 433.00 T G 432.72 T G 418.00 F F 418.00 FG/TW PEDES T R I A N B R I D G E PER A R C H I T E C T 433.94 F S 418.00 F S 417.85 F S 417.20 T G 2ND L E V E L B A L C O N Y PER A R C H I T E C T 2ND LE V E L B A L C O N Y & 1ST LE V E L W A L K W A Y PER A R C H I T E C T 418.00 F G / T W 418.00 F G / B W 418.00 F G / T W 424.73 T G 414.67 T G 432.00 T G 413.79 T C 413.29 F L / H P 430.50 F G 433.33 T W 433.08 F S 428.00 B W 432.84 T G / L P SHADE S T R U C T U R E PER LA N D S C A P E BUILT - I N S E A T I N G PER L A N D S C A P E 404.00 T W 399.14 B W 404.00 T W 399.25 B W 400.67 T W 399.20 B W 400.00 T W 399.00 B W 412.35 T G 412.53 T G 412.85 T G 413.00 T G 414.00 F F ( 1 S T ) 413.33 F G 413.67 F F ( 1 S T ) 413.00 F G 413.50 F F ( 1 S T ) 414.33 F F ( 1 S T ) 414.67 F F ( 1 S T ) 414.6 7 F F ( 1 S T ) 414.0 0 F G 414.67 F F ( 1 S T ) 414.00 F G 424.75 2 N D F F 413.85 T G 413.85 T G 413.85 T G 413.8 5 T G 433.40 F G 413.2 0 F F ( 1 S T ) 412.53 F G 413.08 F L 413.85 T G 427.75 F G 418.00 FG/TW 418.00 F G 398.00 T W 397.00 B W 400.67 T W 397.25 B W 401.33 T W 397.8 3 B W 398.67 T W 397.83 B W RETAI N I N G WALL ' L ' RETAI N I N G W A L L ' M ' xxx.xxTG 423.00 T W 419.50 B W 413.94 T C 413.44 F S 414.27 T C 413.77 F S SITE PLAN VIEW REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR 2022-0049 SDP2021-0029 540-7A 47 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 06/01/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 9685 VIA EXCELENCIA - SUITE 104, SAN DIEGO, CA 92126 TEL: (760) 929-2851 SOIL NAIL WALL 29 WHIPT A I L L O O P W G A Z E L L E C O U R T SEE SHEET ES1.1 SEE SHEET ES1.2 OVERALL PLAN VIEW NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 ---. , - ------ -· .>,:::- ,_ ""~---- .. (, \ -✓ SCALE: 1 " DRAWINGS PREPARED FOR: EARTH SUPPORT SYSTEMS MALCOLM , -30' "DECLARATION Of RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER Of WffiK Fal THIS PRO.ECT (SHEETS 29-35), THAT I HAI/E EXEROSED RESPONSIBLE CHARGE Of THE DESIGN OF THE PROJECT AS DEFNED IN SECTION 6703 Of THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK Of PROJECT DRAl'llNGS AND SPECIFICATION BY THE CITY Of CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER Of WffiK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN.~ FlRM 9685 VIA EXCELENCIA, SUITE 104 ADDRESS SAN DIEGO CALIFORNIA 92126 CITY, STATE, ZIP 760 929 2851 TELEPHONE RJORDANGEARTHSUPPORTSYS.COM EMAIL RICARDO JORDAN BY 03/27/2023 DATE 68436 9-30-23 R.C.E.# EXP. DATE GENERAL YDWJY NOTES; 1. ALL EXISTING UNUSED WATER SERVICES SHALL BE KILLED AT MAIN BY CONTRACTOR. 2. ALL EXISTING UNUSED SEWER LATERALS SHALL BE PLUGGED AT PROPERTY LINE OR FACE OF SHORING BY CONTRACTOR. 3. ALL SEWER LINES THAT ARE OF UNKNOWN SIZE SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR AT TIME OF CONSTRUCTION AND NOTED ON THE FINAL RECORD DRAWING. 4. FOR REMOVAL OF: STREET LIGHT RELATED: TRANSFORMER RELATED: TELEPHONE RELATED: CONTACT JESSICA MIMS @ (858)636-5713 CONTACT KEENON HOLMES @ (858)654-8602 CONTACT KRISTINE ESCALLE @ (951)452-3913 CAUTION· ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS. DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE RETAINING WALL CONSTRUCTION BEGINS. STATE Of CALJfORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/EXCAVATION PERMIT NO. ____ _ YDWDES NODBEP· SDG&E LEVEL THREE COMM. Underground Service Alert SD CENTRAL COOLING ICG TELEPHONE GROUP SDG&E ELEC. TRANSMISSION UTI -PAC BELL -COX CABLE COX COMMUNICATIONS WEST PACK PIPELINE CITY OF SAN DIEGO TRAFFIC STREET LIGHTS WATER LEGEND TW = TOP OF WALL EG = EXISTING GRADE FG = FINISH GRADE (BEHIND WALL) BW = BOTTOM OF WALL DBG = DEPTH BELOW GRADE (P) = PROPOSED (E) = EXISTING TEMPORARY SHOTCRETE FACE TEMPORARY SOIL NAIL (PLAN) TEMPORARY SOIL NAIL (ELEVATION) VER/FICA TION TEST NAIL (2 TOTAL) PERFORMANCE TEST NAIL (2 TOTAL) PROOF TESTING (12 TOTAL) PERMANENT SOIL NAIL (ELEVATION) PERMANENT SHOTCRETE FACE PERMANENT SOIL NAIL (PLAN) DETAIL/SECTION CALLOUTS SCOPE OF of Southern California CALL: TOLL FREE 800-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS TICKET # ________ _ DATE CALLED: ______ _ = = 0 _oJ @ 19 WORK THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND THE SPECIFICATIONS IN PLAN. INCLUDING THE INSTALLATION OF TEMPORARY & PERMANENT SOIL NAILS & SHOTCRETE. ES1 .0 L _J PN P7 P6 P5 PMPLPKPJPIPHPG P2 P1 PE PD PC PB PA PF 4 4 5 44 0 4 4 0 43 5 4 3 0 42 5 42 0 41 5 410 S D S D S D S D S D S D F F F F FFFFFFFFFFFFFFF F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD F F F F NEW 3-LEVEL PARKING STRUC T U R E PAD ELEVATION = 413.80 1ST LEVEL F.F. = 414.50 2ND LEVEL F.F. = 424.75 3RD LEVEL F.F. = 435.00 425.42 TC 424.92 FS 425.42 TC 424.92 FS 424.18 TC 423.68 FS 421.29 TC 420.79 FS 427.86 TC 427.36 FS 430.72 TC 430.22 FS 435.42 TC 434.92 FS 435.22 TC 434.72 FS 415.17 TC 414.67 FS 431.05 TC 430.55 FS 434.15 TC 433.65 FS 433.91 TC 433.41 FS 420.17 TC 419.67 FS 419.76 TC 419.26 FS 418.14 TC 417.64 FS 417.60 TC 433.77 TC 433.27 FL 433.89 TC 433.39 FS 433.95 TC 433.45 FL 417.91 TC 417.41 FS 434.61 TC 434.11 FS431.18 TC 430.68 FS 430.63 TC 430.13 FL 427.41 TC 426.91 FL 425.59 TC 425.09 FL 423.98 TC 423.48 FL 423.23 TC 422.73 FS 418.63 TC 418.13 FS 420.04 TC 419.54 FS 420.81 TC 420.31 FL 423.44 TC 422.94 FS 424.58 TC 424.08 FS 423.08 TC 422.58 FS 425.81 TC 425.31 FS 424.53 TC 424.03 FS 434.74 TC 434.24 FS 427.31 TC 426.81 FS 426.06 TC 425.56 FS 414.50 1ST FF 424.75 FF (2ND) 421.40 TW 414.00 BW 424.41 TW 414.00 BW 423.40 TC 422.90 FS 423.20 TC 422.70 FS 431.32 TC 430.82 FS 434.80 3RD FF 435.00 3RD FF 420.67 FL/TG 423.91 FL/TG 427.33 FL/TG 430.44 FL/TG 418.00 FG/TW 424.73 TG 414.67 TG BUILT-IN SEATING PER LANDSCAPE413.67 FF (1ST) 414.67 FF (1ST) 414.67 FF (1ST) 414.00 FG 414.67 FF (1ST) 414.00 FG 424.75 2ND FF 413.85 TG 413.85 TG 413.85 TG 413.85 TG 433.40 FG 413.20 FF (1ST) 412.53 FG 413.85 TG ELEVATION VIEW - LOOKING NORTH PLAN VIEW - NORTH REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR 2022-0049 SDP2021-0029 540-7A 47 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 06/01/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 9685 VIA EXCELENCIA - SUITE 104, SAN DIEGO, CA 92126 TEL: (760) 929-2851 SOIL NAIL WALL 30 SOIL NAIL WALL PLAN VIEW & ELEVATION NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 1 ES2.0 / 11'-0" / 62'-9" 450.00' 3'-o" - 5'-o" I 2'-8" 3'-Q" / 440.00' 430.00' 420.00' 410.00' 400.00' NOTES: 1. FIELD LOCATE PROPOSED & EXISTING STRUCTURES & UTILITIES PRIOR TO ANY SHORING INSTALLATION. 2. TOP OF WALL IS 6-IN ABOVE FINISH GRADE BEHIND WALL. =~ /~-- SPECIAL NOTES: I_ I • ----~1. WITHIN A DISTANCE OF 25-FT FROM FACE OF WALL, OPEN TRENCHES BEHIND THE WALL ARE NOT ALLOW TO REMAIN OPEN FOR MORE THAN 12 HOURS. ESSI SHALL BE NOTIFIED IF A TRENCH REQUIRES TO REMAIN OPEN OVER A PERIOD OF 12 HOURS, ESSI WILL ANALYZE THE PARTICULAR CASE AND PROVIDE RECOMMENDATIONS. 2. FOR ANY TEMPORARY TRENCH FOR TREE INSTALLATION CLOSER THAN 3-FT TO A NAIL, THE NAIL TOTAL LENGTH SHALL BE EXTENDED BY 5-FT. ----------r· -----I ----- ~ I -:s;:> -,~---• DRAWINGS PREPARED FOR: EARTH SUPPORT SYSTEMS MALCOLM \ \\ ' ' ' / 8'-3" { Cl z w CD I I 01 r:51 col I I I ~ ----- 12'-9" / Cl z w CD \-- \_ SCALE: 1" 1 Q' SCALE: 1" = 10' 162'-3" SKEW 5· AS SHOWN . (TOP 2 ROWS) II SKEW NAIL 5-DEG AS SHOWN IN PLAN VIEW I I I I I I I 1 I I I I I I I I 1, I I ' I I I I I I I I ' I I I I I I I I I I 11 I I ' I I I ' I I I ES1 .1 \ I\ Cl z w CD ' ' I, • 450.00' 440.00' 430.00' 420.00' ' ' I , I 1-----+-----+--------------+-----f--------t I ~r .... ~-~(}~-~« ... ~~------------ PN PM PL 45 5 45 0 445 445 440 440 440 435 435 435 430 430 430 425 425 425 420 420 415 F F F F F F F F F F F SD SD W W W W W SD SD F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSD F F F F F F F F F 43 5 . 4 2 T C 43 4 . 9 2 F S 43 5 . 2 2 T C 43 4 . 7 2 F S 43 1 . 0 5 T C 43 0 . 5 5 F S 43 4 . 1 5 T C 43 3 . 6 5 F S 43 3 . 9 1 T C 43 3 . 4 1 F S 43 1 . 6 3 T C 43 1 . 1 3 F S 43 4 . 7 5 T C 43 4 . 2 5 F S 43 4 . 9 8 T C 43 4 . 4 8 F S 43 3 . 7 7 T C 43 3 . 2 7 F L 43 8 . 6 7 T W 43 4 . 6 4 B W 43 3 . 8 9 T C 43 3 . 3 9 F S NE W B U I L D I N G 43 3 . 9 5 T C 43 3 . 4 5 F L 41 8 . 0 0 F F 43 4 . 6 1 T C 43 4 . 1 1 F S 43 1 . 5 1 T C 43 1 . 0 1 F S 43 3 . 6 1 T C 43 3 . 1 1 F S 43 4 . 7 4 T C 43 4 . 2 4 F S 43 4 . 0 0 F S P/ L RE T A I N I N G W A L L ' A ' 43 1 . 3 2 T C 43 0 . 8 2 F S PR O P . L O T 1 ( 8 . 3 7 A C ) EX I S T I N G LO T L I N E T O B E RE M O V E D P E R L O T L I N E AD J U S T M E N T CO C 2 0 2 2 - 0 0 1 1 EX I S T I N G L O T L I N E T O B E RE M O V E D P E R L O T L I N E 43 4 . 8 0 3 R D F F 43 5 . 0 0 3 R D F F 43 7 . 5 0 F L 43 3 . 5 0 F S 43 3 . 1 7 T G / L P 43 0 . 4 4 F L / T G 41 8 . 0 0 FG / T W PE D E S T R I A N B R I D G E PE R A R C H I T E C T 43 3 . 9 4 F S 41 8 . 0 0 F S 41 7 . 8 5 F S 41 7 . 2 0 T G 2N D L E V E L B A L C O N Y PE R A R C H I T E C T 43 2 . 0 0 T G 43 2 . 8 4 T G / L P SH A D E S T R U C T U R E PE R L A N D S C A P E BU I L T - I N S E A T I N G PE R L A N D S C A P E 41 4 . 3 3 F F ( 1 S T ) 41 4 . 6 7 F F ( 1 S T ) 43 3 . 4 0 F G 42 7 . 7 5 F G 41 8 . 0 0 F G ELEVATION VIEW - LOOKING EAST PLAN VIEW - EAST REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR 2022-0049 SDP2021-0029 540-7A 47 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 06/01/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 9685 VIA EXCELENCIA - SUITE 104, SAN DIEGO, CA 92126 TEL: (760) 929-2851 SOIL NAIL WALL 31 SOIL NAIL WALL PLAN VIEW & ELEVATION NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 450.00' 440.00' 430.00' 420.00' 410.00' NOTES: 1. FIELD LOCATE PROPOSED & EXISTING STRUCTURES & UTILITIES PRIOR TO ANY SHORING INSTALLATION. 2. TOP OF WALL IS 6-IN ABOVE FINISH GRADE BEHIND WALL. I SPECIAL NOTES: -1. WITHIN A DISTANCE OF 25-FT FROM FACE OF WALL, OPEN TRENCHES BEHIND THE WALL ARE NOT , ALLOW TO REMAIN OPEN FOR MORE THAN 12 HOURS. ESSI SHALL BE NOTIFIED IF A TRENCH REQUIRES TO REMAIN OPEN OVER A PERIOD OF 12 HOURS, ESSI WILL ANALYZE THE PARTICULAR CASE AND PROVIDE RECOMMENDATIONS. 2. FOR ANY TEMPORARY TRENCH FOR TREE INSTALLATION CLOSER THAN 3-FT TO A NAIL, THE NAIL TOTAL LENGTH SHALL BE EXTENDED BY 5-FT. I \ . .. I' I I I I I , , I o I , , , I EARTH SUPPORT SYSTEMS . I l / // .·//,,/ )/ :ilrr DRAWINGS PREPARED FOR: MALCOLM I /\. /';/ . / / / _,_::------- • 5 ES2.0 !'-------------------69'-4" --------------~+'-----24'-11" ---~-----21'-10" ---oV SCALE: 1" 10' I I I I I I I I ---- -------- 450.00' 440.00' 430.00' 420.00' 41 o.oo· ----- ---- -------- ES1 .2 1-----+----+--------------i-------i-----. Ir._ {},..,,,,,ttfn- :======;-;:=======-;==== TEMPORARY SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION PERMANENT SOIL NAIL SECTION REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR 2022-0049 SDP2021-0029 540-7A 47 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 06/01/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 9685 VIA EXCELENCIA - SUITE 104, SAN DIEGO, CA 92126 TEL: (760) 929-2851 SOIL NAIL WALL 32 SOIL NAIL WALL SECTIONS NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 1-PROPOSED GRADE / ' ' ! --~ _____ _J ____ _ ' HORIZONTAL AND VERTICAL NAIL SPACING VARIES _ (SEE ELEVATION) -.~-,,,~,,,~,,,,, L2 =10', #6 GR 75 KSI, 4=15" -~"""'-~"""= ,c,~-=,=,cc,=,,,~ CB ED ~m1=ml1Fil1Fk'Rllm=1r , I ', BOTTOM OF _i -~ TEMPORARY SOIL NAIL WALL EXCAVATION (TYP., SEE 1/ES3.1 FOR DETAIL) 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUILT BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. N.T.S. 1-PROPOSED GRADE ' / ' ! --c,'~--~ -_J_ - - - -- HORIZONTAL AND VERTICAL NAIL SPACING VARIES - (SEE ELEVATION) 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUILT BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CIVIL. N.T.S. DRAWINGS PREPARED FOR: ~ EARTH SUPPORT SYSTEMS MALCOLM 1-PROPOSED GRADE ' ! ' / __ _j ____ _ HORIZONTAL AND VERTICAL NAIL SPACING VARIES (SEE ELEVATION) TEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUil T BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CIVIL. N.T.S. r-PROPOSED GRADE / ' ! ' ' ' -+---~~ -_J _ - - - -I' HORIZONTAL AND VERTICAL NAIL SPACING VARIES - (SEE ELEVATION) -:~"'-"'--,_,_.,,,_...,__,,,_ ~,,,_""'"'-- '""'"'~"''::::: --"-"'-::, L1 =20', #6 GR 75 KSI, 4=20" -~- . ;,:"'~-,::,:::,,,:::-,::,= ~-:,,,~_,,, L2 =18', #6 GR 75 KSI, 4=15" -~-,,, L3 =15', #6 GR 75 KSI, 4=15" .· ~~-~~-::::: ~-:::::-~-- --=-,ir~l "c,,__:, i:-, w-,c'=~:: :tJ--_ 1-ill'=-, ~-,11 , --,,,_,,,, L4 =15', #6 GR 75 KsI. 4=15· BOTTOM OF j / \ EXCAVATION ,/ -\_ PERMANENT SOIL NAIL WALL 1 (TYP., SEE 1 /ES3.D FOR DETAIL) \ ---TEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) ED 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUILT BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CIVIL. N.T.S. ; PROPOSED GRADE ' / ! ' ~'--~~ _ _j ____ _ - HORIZONTAL AND VERTICAL NAIL SPACING VARIES (SEE ELEVATION) BOTTOM OF _i / EXCAVATION / PERMANENT SOIL NAIL WALL 1 TEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.1 FOR DETAIL) (TYP., SEE 1/ES3.O FOR DETAIL) EB 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUil T BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CIVIL. N.T.S. / ' ' ! ! PROPOSED GRADE HORIZONTAL AND , __ _J ____ _ VERTICAL NAIL SPACING VARIES - (SEE ELEVATION) . ~~-~---~-----:--,,,_,,._ --.-,,,_,,, L1 =12', #6 GR 75 KSI, 4=20" ---=----:::,,,~-,:, L2 =10', #6 GR 75 KSI, 4=15" --~~-~~-- ----r,-"rr-'TT"-nr-rr---rl-', =,:, L3 =18', #6 GR 75 KSI, 4=15" 1~ngn~n~-~n=~l1 r= • =I l=I l=I l=I I lc:EI I= I~ \ ~~6r~~TI~ i / \\\ PERMANENT SOIL NAIL WALL ~' 1~ TEMPORARY SOIL NAIL WALL (TYP., SEE 1/ES3.O FOR DETAIL) (TYP., SEE 1/ES3.1 FOR DETAIL) ED 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUil T BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CIVIL. N.T.S. , PROPOSED GRADE ' / ' ' --~--~ _ _j ____ _ ' HORIZONTAL AND VERTICAL NAIL SPACING VARIES (SEE ELEVATION) EB TEMPORARY SOIL NAIL WALL (TYP., SEE 1 /ES3.1 FOR DETAIL) 1. UNDERGROUND UTILITIES MUST BE FIELD VERIFIED. POTHOLE AND AS-BUil T BEFORE SHORING CONSTRUCTION BEGINS. 2. VERTICAL & HORIZONTAL NAIL SPACING VARIES, SEE ELEVATIONS. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. 4. PERMANENT SHOTCRETE FINISH BY ARCHITECT OR CIVIL. N.T.S. I ES2.0 I BEARING PLATE DETAIL WEEP HOLE DETAIL GEOCOMPOSITE DRAIN & TOP OF WALL DETAIL WEEP HOLE DETAIL GEOCOMPOSITE DRAIN & PERMANENT SOIL NAIL DETAIL (TYPICAL) REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR 2022-0049 SDP2021-0029 540-7A 47 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 06/01/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 9685 VIA EXCELENCIA - SUITE 104, SAN DIEGO, CA 92126 TEL: (760) 929-2851 SOIL NAIL WALL 33 SOIL NAIL WALL DETAILS NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 ~--12" ± --------i (2) WWF 4 x 4 -W4.0 x W4.0, ----1-----11' USE 8" (MIN.) SPLICES FOR WELDED WIRE MESH 1" x 1 o" x 1 o" BEARING PLATE ¥/ X 6" STUDS 2" CLEAR. --i ANCHOR NUT WEDGE WASHERS 2 -#5 CONTINUOUS HORIZONTAL BARS @ 1' O.C. (GR. 60) L splice = 25 • 8" (MIN.) THICK PERMANENT ___/ SHOTCRETE FACE / ~//// • / .. / _/ .-4" THICK TEMPORARY SHOTCRETE / 2 -#4 VERTICAL BARS @ 1' O.C., L=4' (GR. 60) 2 -#4 CONTINUOUS HORIZONTAL BARS @ 1' O.C. (GR. 60) CORRUGATED SHEATHING NO MORE THAN 1.5" BEHIND BEARING PLATE PVC CORRUGATED /-SHOP CEMENT GROUT SHEA THING // (BETWEEN THREAD BAR & // CORRUGATED SHEA THING) __,.,//,/ CENTRALIZER @ 7' O.C. (TYP.) r CEMENT GROUT 6"vl DRILLED HOLE -/._ _j 3" CLEAR • ' -(MIN.) ·•~ VERT. GEOCOMPOSITE DRAIN 24" WIDE @ 6' O.C. (CENTERED BETWEEN NAILS) PERMANENT SHOTCRETE -- (SEE 1/ES3.0 FOR DETAIL) TEMPORARY SHOTCRETE ----------- (SEE 1/ES3.0 FOR DETAIL) FINISH GRADE IN -\ FRONT OF WALL 6"± CONNECT TO MAIN SUBDRAIN SYSTEM, AS REQUIRED (BY OTHERS) 2 VERT. GEOCOMPOSITE DRAIN 24" WIDE @ 6' O.C. (CENTERED BETWEEN NAILS) NEAREST SOIL NAIL /~ 3" DRAIN GRATE CONTINUOUS GEOCOMPOSITE DRAIN 24" WIDE (TYP.) ½====7'::-7=--''~ 3",1 PVC WEEP HOLE @ 6'-0" O.C.± (TYP.). MAY BE LOCATED 6"± ABOVE WWF 4 x 4-W4.0 x W4.0 USE 8" (MIN.) SPLICES FOR WELDED WIRE MESH BOTTOM OF WALL OR BELOW FINISH GRADE, AS REQUIRED TO CONECT TO MAIN DRAIN SYSTEM. NOTES: 1. SEE 2/ES3.0 & 5/ES3.0 FOR GEOCOMPOSITE DRAIN & WEEP HOLE DETAIL. 2. SEE 4/ES3.0 FOR TOP OF WALL DETAIL. 3. SEE 3/ES3.1 FOR TEMPORARY SAFETY RAILING DETAIL. 4. FOR FENCING AT MECHANICAL YARD REFER TO DETAILS 2/A203 & 2/A306 FROM ARCHITECTURAL SET . CB N.T.S. PROPOSED COLUMN ~ PERMANENT SHOTCRETE ~ (PER STRUCTURAL \ (SEE 1/ES3.0 FOR DETAIL) \ BUILDING PLANS) \ _j ' Tl ,c -v;-J· REFER TO /J STRUCTURAL I •7 I & CIVIL PLANS I f, "'" I I I PROPOSED SLAB -I I /', I ON GRADE I /', ,, " I (PER STRUCTURAL I BUILDING PLANS) I I I -, TEMPORARY SHOTCRETE \\ (SEE 1 /ES3.0 FOR DETAIL) \ ' VERT. GEOCOMPOSITE DRAIN 24" WIDE @ 6' O.C. (CENTERED BETWEEN NAILS) NEAREST SOIL NAIL NOTES: 1. REINFORCING STEEL & WATERPROOFING NOT SHOWN FOR CLARITY. I I {'; j f J < ' h- 1 =-,,--,,c=7rl ·•·: CONTINUOUS ·,:· I Lo ·::.J.------t'--"==-"" GEOCOMPOSITE 2. WEEP HOLE MIGHT BE LOCATED 6" ABOVE OR BELOW FINISH GRADES. COORDINATE WITH CIVIL PLANS FOR FINAL DRAIN LOCATIONS. 3. TEMPORARY SHOTCRETE BELOW BOTTOM OF PERMANENT SHOTCRETE / TOP OF FOOTING, MAY BE OMITTED IF SOIL CONDITIONS PERMIT, AND WITH THE APPROVAL OF THE ON SITE REPRESENTATIVE OF THE SOILS ENGINEER. b.l-----,r=ft·.·l I DRAIN 24• I ; 7 I WIDE (TYP.) TOP OF FOOTING ~\ I.& u CONNECT 'WEEPHdLE TO <i MAIN SUBDRAIN lYSTEM J L__f-DRAIN GRATE --+-3",1 PVC WEEP HOLE @ 6'-0" O.C. CENTERED BETWEEN NAILS (TYP.), (CONNECTED TO SUBDRAIN AS SEE NOTE 3 REQUIRED, PER SEPARATE PLAN) j ·~-1---BOTTOM OF PERMANENT ~ " _J -~'-'·/ -< ~/-_ / '-. / ··• PROPOSED FOOTING-" SHOTCRETE WALL ,...______, (PER STRUCTURAL BUILDING PLANS) 5 N.T.S. DRAWINGS PREPARED FOR: NOTE: REINFORCING STEEL NOT SHOWN FOR CLARITY. N.T.S. 1¼" (TYP.) ' ~-+-0 1¼" I ,/ -HOLE (SIZE TO ACCOMMODATE THREAD BAR) (TYP.) 4"vl SCHEDULE 40 TRUMPET X 2' CB TOP OF WALL-\ \ PERMANENT ---i SHOTCRETE WALL TEMPORARY ----+--t SHOTCRETE WALL NOTE: 1" X 10" x 10" BEARING PLATE ~----··-._ STUDS N.T.S. 6" FREEBOARD (PER CIVIL PLAN) (TYP., SEE 1 /ES3.0 FOR SIZE) 1 EXISTING/FINISHED I :~~~ ~~PC~E~E _J ________ _ REINFORCEMENT NOT SHOWN FOR CLARITY. ED N.T.S. ES3.0 EARTH SUPPORT SYSTEMS 1-----+--+----------------t-----,---. Ir ,.. ....... _c,l},,,,,...,..,...,.,tl4p= .. ~--------___ _ MALCOLM @ TOP OF SOIL NAIL WALL DETAIL TEMPORARY SAFETY RAILING DETAIL TEMPORARY SOIL NAIL DETAIL TEMPORARY SHOTCRETE (TYPICAL) WEEP HOLE DETAIL TOP OF WALL - EXPANSION JOINT DETAIL REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR 2022-0049 SDP2021-0029 540-7A 47 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 06/01/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 9685 VIA EXCELENCIA - SUITE 104, SAN DIEGO, CA 92126 TEL: (760) 929-2851 SOIL NAIL WALL 34 SOIL NAIL WALL DETAILS NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 r 7 4" (TYP.) TEMPORARY SHOTCRETE V" 8" 8" -,,4 X X ·, ---.,........_ BEARING PLATE ANCHOR NUT _// ,/ WEDGE WASHERS _; WWF 4x4-W4.0xW4.0 WELDED WIRE MESH • r-2 -#4 VERTICAL BARS @ 1' O.C., L=4' (GR. 60), /// 2 -#4 CONTINUOUS HORIZONTAL BARS @ 1' O.C. (GR. 60) (L splice =25") / 6"!1l MIN. DRILLED HOLE I L CENTRALIZER @ 8'-0" O.C. (TYPICAL) NOTES: 1~ GRADE 75 THREADED BAR / (SEE CROSS SECTIONS FOR BAR SIZES & LENGTHS) 1. FOR WEEP HOLE DETAIL SEE 2/ES3.1. 2. FOR SAFETY RAIL DETAIL SEE 3/ES3.1. 3. PERMANENT STRUCTURE NOT SHOWN FOR CLARITY. ED N.T.S. ,-EXPANSION JOINT (P) RAMP (REFER TO STRUCTURAL AND CIVIL PLAN FOR SLAB SPECS AND TOP OF SLAB ELEVATION). ' (PER STRUCTURAL PLAN). 15"± 3" (MIN.) ·-~ #5 CONTINUOUS HORIZONTAL BARS (GR. 60). \_ #5 BAR (GR. 60) @ 15" O.C. (2) WWF 4 x 4 -W4.0 x W4.0, -------1--,:► USE 8" (MIN.) SPLICES FOR WELDED WIRE MESH PERMANENT SHOTCRETE ----- (SEE 1/ES3.0 FOR DETAIL) DRAWINGS PREPARED FOR: EARTH SUPPORT SYSTEMS MALCOLM --~, ·---TEMPORARY SHOTCRETE (SEE 1/ES3.0 FOR DETAIL) ", '~ VERT. GEOCOMPOSITE DRAIN 24" WIDE CENTERED N.T.S. BETWEEN NAILS, OR CENTERED BETWEEN NAILS AND VERTICAL NAILS, WHERE VERTICAL NAILS OCCUR WWF 4 x 4-W4.0 x W4.0 USE 8" (MIN.) SPLICES FOR WELDED WIRE MESH '---J.L / --,'-L - r --✓• ' 1'-6" (MAXIMUM) TEMP. SHOTCRETE FACE 3"!1l WEEP HOLE FORMED IN SHOTCRETE FACE @ 6'± O.C HORIZONTALLY & 5'± O.C ~~ VERTICALLY , 6" (MINIMUM) CD 5' BOTTOM OF EXCAVATION N.T.S. I ~ NEAREST SOIL NAIL NOTE: REINFORCING STEEL NOT SHOWN FOR CLARITY. PROVIDE L 3"x 3"x 3/8" -, • .... SAFETY RAIL @ 8'-0" O.C. AROUND ENTIRE SHORING PROJECT ED ½"Ill CABLE TEMPORARY SHOTCRETE FACING EQ. EQ. --- 8" SQ. ---- N.T.S. 21" 44" 21" I ! 16" EMBEDMENT ' NOTE: GRADE BEHIND 1' SHORING OR TEMPORARY SLOPE WHERE APPLIES REINFORCING STEEL NOT SHOWN FOR CLARITY. ES3.1 1----+-----+--------------+-----f-------t I n~ .... ~~IJ~-~tt'-11',,,_,. ____________ _ · · · · · REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY:PROJECT NO.DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE PRECISE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT SDP-2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22GR 2022-0049 SDP2021-0029 540-7A 47 ESSI OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 06/01/2023RICARDO JORDAN R.C.E. NO. 68436 EXP. 09-30-23 DATE ENGINEER OF WORK 9685 VIA EXCELENCIA - SUITE 104, SAN DIEGO, CA 92126 TEL: (760) 929-2851 SOIL NAIL WALL 35 SOIL NAIL WALL NOTES NF DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 GENERAL NOTES AND DEFINITIONS 1. THE SHORING ENGINEER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. 3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SAFETY AND CONSTRUCTION CODES. 4. THE SHORING CONTRACTOR IS DEFINED AS THE ENTITY WHICH INSTALLS THE SUPPORT SYSTEM(S) SHOWN ON AND DESCRIBED WITHIN THE CONTRACT DOCUMENTS. 5. EARTH SUPPORT SYSTEMS, INC. IS NOT A GEOTECHNICAL ENGINEERING CONSULTANT, IT MAKES NO REPRESENTATIONS CONCERNING SOIL CONDITIONS AND IS NOT RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE PERFORMANCE OR FAILURE TO PERFORM SOILS INVESTIGATIONS, INSPECTIONS OR TESTING. 6. EARTH SUPPORT SYSTEMS, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF THE GENERAL CONTRACTOR OR THE SHORING SUB-CONTRACTOR OR ANY OTHER SUB-CONTRACTORS. 7. THE DESIGN OF THE SOIL NAIL WALL IS BASED ON THE GUIDELINES SET FORTH BY THE FHWA "MANUAL FOR DESIGN & CONSTRUCTION MONITORING OF SOIL NAIL WALLS" & MOST CURRENT CBC CODE. 8. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 9. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT & CRANES SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. 10. ALL SHORING DATA ON THESE SHEETS ARE THE EXCLUSIVE PROPERTY EARTH SUPPORT SYSTEMS INC. AND MALCOLM DRILLING INC., AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND/OR USED WITHOUT OUR WRITTEN CONSENT. 11. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SHORING ENGINEER. 12. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MAY BE IN CONFLICT WITH OR AFFECTED BY THE SHORING SYSTEM. 13. ALL INSPECTION SERVICES, MATERIAL TESTING OR NOTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR/AND OWNER. 14. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR OR/ AND OWNER. 15. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR OR/AND OWNER. 16. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND/OR MATERIALS MAY BE USED SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER AND THE BUILDING OFFICIAL. 17. THE GENERAL CONTRACTOR SHALL PERIODICALLY MONITOR THE FACE OF SHOTCRETE AS THE INSTALLATION PROGRESSESS. THE SURVEY DATA SHALL BE REDUCED, INTERPRETED AND TRANSMITTED TO THE SHORING ENGINEER. 18. IF IN THE OPINION OF THE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL SHORING WORK SHALL CEASE UNTIL THE SHORING ENGINEER INVESTIGATES THE SITUATION AND MAKES RECOMMENDATIONS FOR REMEDIATION OR CONTINUING. IN ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF THE SHORING FACE. PROCEDURE FOR SOIL NAILING 1. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER LOCATION OF SOIL NAIL ANCHORS. 2. EXCAVATED FACE SHALL BE TRIMMED UNIFORMLY TO A VERTICAL PLANE (OR AS SHOWN IN PLAN/SECTION) AT BACK FACE OF SHOTCRETE BY CONTRACTOR. START EXCAVATION AND SHOTCRETE IN LIFTS NOT TO EXCEED FIVE (5) FEET OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION PROCEDURE UNTIL ANCHOR LEVELS ARE REACHED. 3. THE GENERAL CONTRACTOR SHALL GRADE SAFE WORKING AND DRILLING BENCHES NOT MORE THAN TWO (2) FEET LOWER THAN THE ANCHOR LEVEL. BENCHES SHALL HAVE LENGTHS AND WIDTHS WHICH WILL ALLOW FOR SAFE AND PRODUCTIVE MOVEMENT OF THE ANCHOR DRILLING EQUIPMENT. 4. DRILL ANCHOR HOLES TO THE DEPTHS AND DIAMETERS INDICATED OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. IF CAVING OCCURS, CASING OR OTHER ALTERNATE DRILLING METHODS MAY BE USED AS AUTHORIZED BY THE SHORING ENGINEER. 5. INSERT THE ANCHOR TENDONS INTO THE DRILLED SHAFTS WHILE TAKING MEASURES TO ENSURE THAT THE TENDONS ARE CENTERED (I.E. BY THE USE OF CENTRALIZING DEVICES OR OTHER MEANS ACCEPTABLE TO THE SHORING ENGINEER) IN THE DRILLED SHAFT. 6. BACKFILL THE ANCHOR LENGTH WITH A CONCRETE GROUT MIX IDENTIFIED IN MATERIALS. 7. AFTER ANCHORS HAVE BEEN PLACED, REINFORCEMENT & SHOTCRETE SHALL BE APPLIED TO THE EXCAVATED FACE. A BEARING PLATE WILL THEN BE PLACED ON THE ANCHOR AND BOLTED DOWN WITH A BEARING NUT. 8. EXCAVATE TO NEXT DRILL BENCH LOCATION AFTER SHOTCRETE HAS CURED FOR TWO (2) DAYS MIN. 9. REPEAT STEPS 1 THROUGH 8 AS APPLICABLE FOR EACH ADDITIONAL LEVEL OF ANCHORS OR UNTIL BOTTOM OF EXCAVATION IS REACHED. 10. APPLY PERMANENT SHOTCRETE FACE PER THE DETAILS HEREIN. DRAWINGS PREPARED FOR: EARTH SUPPORT SYSTEMS MALCOLM MATERIALS (PERMANENT SOIL NAIL WALL) 1. WELDING: ELECTRIC ARC USING ELECTRODES E70-XX PLACED BY QUALIFIED WELDERS. 2. MISCELLANEOUS STEEL: STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A-36 (36 KSI) OR BETTER. 3. ANCHOR TENDON: PERMANENT NAILS: ANCHOR TENDON SHALL BE DOUBLE CORROSION PROTECTED (DCP) GRADE 75 ASTM A-615 THREADED BAR OR BETTER. SEE CROSS SECTIONS FOR BAR SIZES & LENGTHS. TEMPORARY NAILS: ANCHOR TENDON SHALL BE GRADE 75 ASTM A-615 THREADED BAR OR BETTER. SEE CROSS SECTIONS FOR BAR SIZES & LENGTHS. 4. ANCHOR CONCRETE/GROUT: ANCHOR PLUG FOR SOIL NAILS SHALL BE NEAT PORTLAND CEMENT WITH A MAXIMUM WATER-CEMENT RATIO OF 0.45 BY WEIGHT (TYPE I1/V CEMENT REQUIRED). IT MAY CONTAIN AN ADDITIVE TO CONTROL SHRINKAGE, SUCH AS INTRAPLAST-N BY SIKA CORP. AND SHALL HAVE SUFFICIENT STRENGTH TO INSURE LOAD TRANSFER BETWEEN THE THREADED BAR AND SOIL. AT THE SHORING CONTRACTOR'S OPTION, A 4500 PSI CONCRETE @ 28 DAYS COMPRESSIVE STRENGTH MAY BE UTILIZED. (MAX. W/C=0.45 BY WEIGHT) 5. SHOTCRETE: SHOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4500 PSI WITH A MAXIMUM WATER/CEMENT RATIO W/C=0.45; TYPE II/V CEMENT REQUIRED. PERMANENT SHOTCRETE FACE SHALL BE APPLIED BY A CERTIFIED NOZZLEMAN. SHOTCRETE CONSTRUCTION AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF THE CBC, CHAPTER 19 FOR ALL PERMANENT FACING. 6. REINFORCING STEEL: REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO REQUIREMENTS OF ASTM A615. 7. GEOCOMPOSITE DRAIN: GEOCOMPOSITE DRAINAGE BOARD SHALL BE MIRADRAIN 6000 BY MIRADRI (OR EQUAL). 8. WELDED WIRE FABRIC: STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-185. 9. WELDED STUDS: NELSON STUDS & WELDING PROCEDURE SHALL CONFORM TO THE MANUFACTURER REQUIREMENTS. PROCEDURE FOR SOIL NAIL TESTING 1. PERFORM A MINIMUM OF 2 PREPRODUCTION VERIFICATION TEST NAILS PRIOR TO THE START OF THE NAIL WALL INSTALLATION @ 150% OF THE ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.7." IF BARS FOR VERIFICATION NAILS ARE OVERSIZED ADEQUATELY, THEY MAY BE USED AS PART OF THE PRODUCTION NAILS. 2. PROOF TEST 5% OF TOTAL ANCHORS @ 150% OF ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.7." 3. PERFORMANCE TEST 2 ANCHORS MINIMUM IN EACH DIFFERENT ROCK/SOIL MATERIAL @ 150% OF ALLOWABLE PULL-OUT RESISTANCE IN ACCORDANCE WITH FHWA "GEOTECHNICAL ENGINEERING CIRCULAR No.4." 4. ALLOWABLE PULL OUT RESISTANCE EQUALS: 7.5 PSI (FILL) & 11 PSI (GRANITE ROCK). 5. ALL TESTING TO BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE. MONITORING (SOIL NAIL WALL) MONITORING OF THE SURROUNDING GRADE ADJACENT TO THE SHORED EXCAVATION AND EXISTING STRUCTURES SHALL BE PERFORMED AT REGULAR INTERVALS, NOT TO EXCEED FIVE DAYS OR WITH EACH LIFT OF THE EXCAVATION (WHICHEVER IS MORE FREQUENT), TO CONFIRM THAT SETTLEMENTS & LATERAL MOVEMENT AGREE WITH THOSE ESTIMATED. (MAXIMUM ESTIMATED SETTLEMENT & LATERAL MOVEMENT = 1.0 INCH) MONITORING MAY BE PERFORMED WEEKLY IF THE RESULTS OF PERFORMANCE MONITORING INDICATE STABLE CONDITIONS AND THE CONSTRUCTION MANAGER CONCURS THAT MONITORING FREQUENCY CAN BE REDUCED. A BASELINE SURVEY SHALL BE PERFORMED PRIOR TO THE BEGINNING OF CONSTRUCTION. SURVEY MONITORING POINTS SHALL BE PLACED AT SOIL NAIL LEVEL ONE AT APPROXIMATELY 30 FEET ON CENTER HORIZONTALLY. A SECOND SERIES OF MONITORING POINTS SHALL BE PLACED 10 FEET FROM THE FACE OF THE SHORING WALL ON THE ADJACENT GROUND BEHIND THE WALL LOCATION. SPECIAL INSPECTION NOTES 1. NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: BY USING THE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF CARLSBAD FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: BY USING THE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF CARLSBAD, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION AND SUPPLIED BY THE OWNER/DEVELOPER 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF CARLSBAD, FOR TESTING OF MATERIALS, SYSTIEMS, COMPONENTS AND, EQUIPMENT. 5. FABRICATOR MUST BE APPROVED BY THE CITY FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. 6. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 7. FABRICATOR SHALL SUBMIT A "CERTIFICATE OF COMPLIANCE FOR OFF-SITIE FABRICATION" TO THE CONSTRUCTION, MANAGEMENT AND INSPECTION DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 8. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S INSPECTOR. 9. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE CITY INSPECTOR, OWNER, AND UPON REQUEST, TO THE RESPONSIBLE DESIGN ENGINEER. STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION A. PERMANENT SHOTCRETE FACE 1. Inspection of reinforcing steel and placemen\. 2. Verifying use of required design mix. 3. Strength tests, sampling & panel criteria 4. Inspection of sho\cre\e placemen\ for proper applico\oin techniques. 5. Inspection of maintenance of specified curing temperature and techniques. 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and de\enmine the temperature of the concrete. B. TEMPORARY SHOTCRETE FACE 1. Inspection of reinforcing steel and placemen\. 2. Verifying use of required design mix. 3. Verifying strength design mix. CONTINOUS PERIODIC X X X X X X X X X CBC REFERENCE 1913.4 1904.2, 1913.2, 1913.3 1913.10, 1913.10.1, 1913.10.2 1913.10 1913.6, 1913.7, 1913.8 1913.9 1913.10 1913.4 1913.2, 1913.3 VERIFICATION AND INSPECTION (OTHER ITEMS) 1. 2. 1. Observe drilling operations and maintain complete and accurate records for each element. 2. Verify placement locations and plumbness, confirm element diameters, lengths and and embedment. Record concrete/grout values. 3. Verify excavations ore extended to the proper depth. 4. Verify testing & record lock off loads for anchors. 5. Mul\iposs fillet welds (field welds) X X X X X 1704.3.1 ITEMS REQUIRING SPECIAL INSPECTION PLACEMENT OF SOIL NAILS 4,500 PSI SHOTCRETE DESIGN CRITERIA PLACEMENT OF REINFORCEMENT FIELD WELDING TESTING OF SOIL NAILS SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: A. UPDATE GEOTECHNICAL REPORT, IONIS LOTS 21 & 22 CARLSBAD OAKS NORTH BUSINESS PARK, CARLSBAD, CALIFORNIA PREPARED BY: GEOCON INC. PROJECT NO. 06442-32-31A DATED: OCTOBER 19, 2021 B. GEOTECHNICAL RECOMMENDATIONS SOIL NAIL RETAINING WALL AND PRELIMINARY CONCRETE PAVER PAVEMENT IONIS PHARMACEUTICALS LOTS 21 & 22, CARLSBAD OAKS NORTH BUSINESS PARK, CARLSBAD, CALIFORNIA PREPARED BY: GEOCON INC. PROJECT NO. 06442-32-31A DATED: JANUARY 18, 2023 DESIGN PARAMETERS: DESCRIPTION COHESION (PSF) FRICTION ANGLE {degrees) ESTIMATED ULTIMATE BOND STRESS (psi)' COMPACTED FILL 200 30 15 WEATHERED GRANITE ROCK 300 38 35 PEAK GROUND ACCELERATION: kh=0.21 PGA=0.403 (PROBABILITY OF EXCEEDANCE 10% IN A 50 YEAR PERIOD). (PSEUDOSTATIC DESIGN SEISMIC COEFFICIENT, kh=0.21, FHWA EQN 5.20). SOIL DESIGN PARAMETERS USED FOR SOIL NAIL WALL DESIGN ARE BASED IN THE RECOMMENDATIONS CONTAINED IN THE REFERENCED GEOTECHNICAL REPORTS. ES4.0 >-----+--+-----------+-----+---------< I r.~ .... ~0~""""'~tt7T,.~ .. --------1 GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. DO NOT SCALE THE DRAWINGS. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN CASE OF CONFLICT, MORE COSTLY REQUIREMENTS GOVERN FOR BIDDING. SUBMIT CLARIFICATION REQUEST PRIOR TO PROCEEDING WITH WORK. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. STRUCTURAL DRAWINGS INDICATE INFORMATION SUFFICIENT TO CONVEY DESIGN INTENT. IF ERRORS, INCONSISTENCIES OR OMISSIONS ARE DISCOVERED, THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH WORK. DEVIATION FROM THE APPROVED SET OF CONTRACT DOCUMENTS SHALL ONLY BE MADE AFTER WRITTEN APPROVAL BY THE ENGINEER OF RECORD. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. UNLESS NOTED OTHERWISE, DETAILS IN STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED BY CUTS, REFERENCES OR TITLES. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: LOCAL BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. E. FLOOR AND ROOF FINISHES. F. DIMENSIONS AND ELEVATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES. D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 7. SEE CIVIL DRAWINGS FOR THE FOLLOWING: A. BUILDING PAD AND FINISH GRADE ELEVATIONS AT ALL STRUCTURAL FOUNDATIONS. B. TOP OF WALL ELEVATIONS AT SITE AND RETAINING WALLS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. ALL REFERENCED STANDARDS (i.e. ACI, AISC, ASTM, ETC.) SHOWN IN THESE DOCUMENTS SHALL BE PER THE LATEST ADOPTED EDITION AS LISTED IN CHAPTER 35 OF THE CODE. 10. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 11. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 12. ALL CONSTRUCTION MEETING OR CROSSING EXPANSION OR SHRINKAGE CONTROL JOINTS IN FRAMED FLOORS OR ROOFS MUST HAVE PROVISIONS TO ACCOMMODATE THE MOVEMENT OR MUST BE DELAYED UNTIL THE JOINT IS CLOSED. 13. CONTRACTOR TO PROVIDE A LIST OF ALL PROPOSED SUBSTITUTIONS, WITH APPLICABLE MANUFACTURER'S ICC/IAPMO REPORTS, TO ARCHITECT, ENGINEER OF RECORD AND GOVERNING JURISDICTION FOR REVIEW AND APPROVAL BEFORE FABRICATION. 14. CONTRACTOR SHALL SUBMIT A WRITTEN "STATEMENT OF RESPONSIBILIT3/8" TO THE ARCHITECT OF RECORD AND GOVERNING JURISDICTION PRIOR TO CONSTRUCTION OF THE LATERAL FORCE RESISTING SYSTEM. THIS CONTRACTOR'S "STATEMENT OF RESPONSIBILIT3/8" SHALL COMPLY WITH CODE SECTION 1704.4. DESIGN CRITERIA SCOPE: NEW CONSTRUCTION CODE: 2022 CALIFORNIA BUILDING CODE, REFERRED TO AS "THE CODE" GOVERNING JURISDICTION: CARLSBAD SEISMIC CRITERIA: SITE CLASSIFICATION............................................ = C RISK CATEGORY..................................................... = II SEISMIC DESIGN CATEGORY................................= D SS = 0.928 g SDS= 0.742 g S1 = 0.341 g SD1 = 0.341 g STRUCTURAL OBSERVATIONS STRUCTURAL OBSERVATION PER THE REQUIREMENTS OF THE CODE IS REQUIRED. THE STRUCTURAL ENGINEER WILL VISIT THE PROJECT AT THE FOLLOWING STAGES OF CONSTRUCTION: 1. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE INSPECTIONS REQUIRED BY THE CODE. 2. ALL OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, AND CONTRACTOR. A. THE CONTRACTOR SHALL ENSURE THAT ALL DEFICIENCIES NOTED BY THE STRUCTURAL ENGINEER IN STRUCTURAL OBSERVATION REPORTS ARE CORRECTED. SUCH COMPLIANCE SHALL BE REPORTED IN WRITING TO THE ENGINEER OF RECORD. B. THE SPECIAL INSPECTOR SHALL ENSURE THAT ALL DEFICIENCIES, RELATED TO SPECIAL INSPECTION TABLES, NOTED BY THE STRUCTURAL ENGINEER IN STRUCTURAL OBSERVATION REPORTS ARE CORRECTED. SUCH COMPLIANCE SHALL BE REFERENCED IN SPECIAL INSPECTOR REPORT. C. THE STRUCTURAL OBSERVER SHALL SUBMIT A FINAL WRITTEN STATEMENT TO THE GOVERNING JURISDICTION THAT SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT HAVE NOT BEEN RESOLVED. THE STRUCTURE WILL NOT BE IN COMPLIANCE UNTIL THE DESIGNER HAS NOTIFIED THE GOVERNING JURISDICTION THAT ALL DEFICIENCIES ARE RESOLVED. MEP COORDINATION 1. THE STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS THE RELATED FRAMING NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT PROVIDED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS AND MANUFACTURERS. 2. THE FOLLOWING IS A LIST OF ITEMS THAT THE GENERAL CONTRACTOR NEEDS TO COORDINATE WITH THE MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS. THIS LIST IS INTENDED TO BE AN AID TO THE CONTRACTOR AND IT IS NOT NECESSARILY ALL-INCLUSIVE. A. PENETRATIONS ARE NOT ALLOWED THROUGH RETAINING OR SITE WALLS, UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS. FOR OTHER PENETRATIONS, SUBMIT A LAYOUT PLAN TO THE STRUCTURAL ENGINEER FOR REVIEW. B. SEE THE POST-INSTALLED CONCRETE ANCHORS NOTE SECTION FOR ATTACHMENT INTO CONCRETE. FOUNDATION 1. FOUNDATION DESIGN BASED ON THE FOLLOWING SOILS REPORT: COMPANY: GEOCON. PROJECT NO: 06442-32-31A. DATE:OCTOBER 19, 2021. 2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION: ALLOWABLE BEARING * = 2500 PSF (4000 PSF MAX WITH WIDTH AND DEPTH INCREASES) ACTIVE EQUIVALENT FLUID PRESSURE = 35 PCF: UNRESTRAINED LEVEL BACKSLOPE ACTIVE EQUIVALENT PRESSURE = 52 PCF: UNRESTRAINED 2:1 BACKSLOPE WALLS 0' TO 8' HIGH = 35 PCF + 7H: RESTRAINED WALLS 8+'= 35 PCF + 13H: RESTRAINED PASSIVE EARTH PRESSURE = 300 PCF COEFFICIENT OF FRICTION = 0.4 SEISMIC SOILS PRESSURE = 17H (H = HEIGHT OF RETAINING WALL) * ALLOWABLE BEARING MAY BE INCREASED BY 1/3 FOR WIND AND SEISMIC LOAD CASES. 3. FOOTINGS SHALL BEAR ON APPROVED COMPACTED FILL PER THE SOILS REPORT. VERIFY FOOTING ELEVATION WITH THE CIVIL DRAWINGS. MINIMUM DEPTH AND DIMENSIONS OF FOOTINGS SHALL BE AS FOLLOWS: MINIMUM DEPTH BELOW LOWEST ADJACENT GRADE............ 2 FT MINIMUM WIDTH.............................................................................. 2 FT 4. SLABS ON GRADE SHALL BEAR ON APPROVED SUBGRADE PER THE RECOMMENDATIONS OF THE SOILS REPORT. 5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER SURFACE WATER, GROUND WATER, OR SEEPAGE, IF REQUIRED. 6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. 7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT IN THE WALLS AND SLABS RESTRAINING THE WALLS HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHED FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING. 8. FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE INSPECTOR OR SOILS ENGINEER, FOUNDATION ELEVATIONS WILL BE ALTERED. 9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT AND APPROVED BY THE SPECIAL INSPECTOR. 10. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. 11. DO NOT DE-TENSION SOIL TIEBACKS UNTIL ALL ATTACHED SLABS, CLOSURE STRIPS AND PERPENDICULAR CONCRETE AND CMU WALLS ARE IN PLACE AND HAVE CURED. 12. REMOVE CONTAMINATED SOILS AS REQUIRED PER THE SOILS REPORT. 13. SOIL REMOVAL AND RECOMPACTION SHALL BE PER THE SOILS REPORT AND APPROVED CONTRACT DOCUMENTS. 14. ALL ROOF AND AREA DRAINAGE SHALL BE DIRECTED AWAY FROM FOUNDATIONS. 15. FOUNDATION EXCAVATIONS SHALL BE CHECKED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACING STEEL AND CONCRETE. "DECLARATION OF RESPONSIBLE CHARGE" (SHEETS 36 - 47) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OF THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARD. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ________________________________________________________ FIRM ________________________________________________________ ADRESS ________________________________________________________ CITY, STATE, ZIP ________________________________________________________ TELEPHONE ________________________________________________________ EMAIL ________________________________________________________ BY R.C.E.# EXP. DATE ________________________________________________________ DATE KPFF CONSULTING ENGINEERS 3131 CAMINO DEL RIO NORTH, SUITE 1080 SAN DIEGO, CA, 92108 1080 CAMINO DEL RIO NORTH AARON.PEBLEY@KPFF.COM AARON PEBLEY S5383 09/30/2024 3/27/2023 SPECIAL INSPECTION 1. ALL SPECIAL INSPECTIONS AND TESTING SHALL BE IN CONFORMANCE WITH CHAPTER 17 OF THE CODE. THE OWNER IS RESPONSIBLE FOR RETAINING AN APPROVED AGENCY TO PERFORM SPECIAL INSPECTIONS FOR THIS PROJECT. 2. THE SPECIAL INSPECTION TABLES LISTED BELOW ARE PARTIAL EXCERPTS OF THE TABLES LISTED IN THE CODE AND ADDITIONAL SPECIAL INSPECTION REQUIREMENTS OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE SPECIAL INSPECTOR TO CONFORM WITH ALL ASPECTS OF OF THE CODE AND STANDARDS REFERENCED BY CHAPTER 17. 3. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS: A. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORD B. WHEN WAIVED BY THE GOVERNING JURISDICTION 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS. 5. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF AN INSPECTOR FROM THE GOVERNING JURISDICTION IS SUBJECT TO REMOVAL OR EXPOSURE. 6. FOR CONTINUOUS INSPECTION, WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT ALL WORK IS INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS. 7. PERIODIC INSPECTION SHALL OCCUR FREQUENTLY ENOUGH TO INSPECT ALL OF THE INSTALLED ITEMS AND TO PERIODICALLY WITNESS THE INSTALLATION OF THE ITEMS. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. 9. THE SPECIAL INSPECTOR SHALL PROVIDE WEEKLY REPORTS AND A FINAL REPORT TO THE STRUCTURAL ENGINEER. 10. THE SPECIAL INSPECTOR SHALL ENSURE THAT ALL DEFICIENCIES RELATED TO THE SPECIAL INSPECTION TABLES NOTED BY THE STRUCTURAL ENGINEER IN STRUCTURAL OBSERVATION REPORTS ARE CORRECTED. SUCH COMPLIANCE SHALL BE REFERENCED IN SPECIAL INSPECTOR REPORT. CONCRETE SPECIAL INSPECTION KEYNOTES: 1. THE SPECIAL INSPECTOR FOR ADHESIVE ANCHORS SHALL VERIFY THE DRILLING OF ANY HOLES, THE CLEANLINESS OF THE HOLE, THE MOISTURE IN THE HOLE, MIXING THE ADHESIVE, THE BRAND OF ADHESIVE, AND THE PROPER MATERIAL FOR ASSEMBLY. X-FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBERS BEING FORMED9. X-MAINTENANCE OF THE SPECIFIED CURING TEMPERATURE AND TECHNIQUES8. -XINSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES7. -XAT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.6. X-VERIFYING USE OF REQUIRED DESIGN MIX.5. X-POST INSTALLED ANCHORS IN HARDENED CONCRETE MEMBERS (SEE KEYNOTE 1).4. X-INSPECTION OF BOLTS AND EMBED PLATES TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE.3. X-D. OTHER REINFORCING STEEL. -XC. SHEAR REINFORCEMENT. -XB. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS IN THE X-A. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. INSPECION OF REINFORCING STEEL WELDING:2. X-INSPECTION OF REINFORCING STEEL, PRESTRESSING TENDONS, SHEAR STUDS, AND PLACEMENT.1. PERIODICCONTINUOUSCONCRETE: SPECIAL INSPECTION TASK X-PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.5. -XVERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.4. X-PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.3. X-VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.2. X-VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.1. PERIODICCONTINUOUSSOIL: SPECIAL INSPECTION TASK SFRS. G E N E R A L S T R U C T U R A L N O T E S (G.S.N.) No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:22 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-001 GENERAL STRUCTURAL NOTES SHEET LIST - SITE WALLS Sheet Number Sheet Name CS-001 GENERAL STRUCTURAL NOTES CS-002 GENERAL STRUCTURAL NOTES CS-100 SITE WALL OVERALL PLAN CS-100A SITE WALL PARTIAL PLANS AREA A CS-100B SITE WALL PARTIAL PLANS AREA B CS-100C SITE WALL PARTIAL PLANS AREA C CS-100D SITE WALL PARTIAL PLANS AREA D CS-600 CONCRETE TYPICAL DETAILS CS-700 MASONRY WALL TYPICAL DETAILS CS-705 MASONRY RETAINING AND SITE WALLS CS-706 MASONRY RETAINING AND SITE WALLS CS-707 MASONRY RETAINING AND SITE WALLS JPR TMc 540-7A JASON S. GELDERT 4736 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 ~ __ _LI =I D I T .,,,_ {J,.,,,,,, tt P-"- I I I I I MASONRY SPECIAL INSPECTION KEYNOTES: 1. THE SPECIAL INSPECTOR FOR ADHESIVE ANCHORS SHALL VERIFY THE DRILLING OF ANY HOLES, THE CLEANLINESS OF THE HOLE, THE MOISTURE IN THE HOLE, MIXING THE ADHESIVE, THE BRAND OF ADHESIVE, AND THE PROPER MATERIAL FOR ASSEMBLY. X-C. LOCATION OF REINFORCEMENT AND CONNECTORS. X-B. CONSTRUCTION OF MORTAR JOINTS X-A. PROPORTIONS OF SITE PREPARED MORTAR. AT THE BEGINNING OF THE MASONRY CONSTRUCTION, THE FOLLOWING SHALL BE VERIFIED4. -XVERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF-CONSOLIDATING GROUT.3. X-VERIFICATION OF f'm PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY CODE.2. X-COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED.1. PERIODICCONTINUOUSMASONRY: SPECIAL INSPECTION TASK (LEVEL B) PER ACI 530 TABLE 1.19.2 ENGINEERING NOTE: THIS A VERY CONDENSED VERSION OF THE FULL STEEL INSPECTION TABLE; USE ON SMALL PROJECTS. X-E. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°) OR HOT WEATHER (TEMPERATURE ABOVE 90°) -XD. WELDING OF REINFORCING BARS. X-C. SPECIFIED SIZE, GRADE, AND TYPE OF REINFORCEMENT -XB. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. X-A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY5. X-B. PLACEMENT OF REINFORCEMENT AND CONNECTORS. X-A. GROUT SPACE IS CLEAN. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED:6. -X7. X-C. CONSTRUCTION OF MORTAR JOINTS. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. X-POST-INSTALLED ANCHORS (SEE KEYNOTE 1).9. -XPREPARATION OF ANY REQUIRED GROUT AND MORTAR SPECIMENS AND/OR PRISMS.8. CONCRETE SPECIAL INSPECTION KEYNOTES: 1. THE SPECIAL INSPECTOR FOR ADHESIVE ANCHORS SHALL VERIFY THE DRILLING OF ANY HOLES, THE CLEANLINESS OF THE HOLE, THE MOISTURE IN THE HOLE, MIXING THE ADHESIVE, THE BRAND OF ADHESIVE, AND THE PROPER MATERIAL FOR ASSEMBLY. X-FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBERS BEING FORMED9. X-MAINTENANCE OF THE SPECIFIED CURING TEMPERATURE AND TECHNIQUES8. -XINSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES7. -XAT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.6. X-VERIFYING USE OF REQUIRED DESIGN MIX.5. X-POST INSTALLED ANCHORS IN HARDENED CONCRETE MEMBERS (SEE KEYNOTE 1).4. X-INSPECTION OF BOLTS AND EMBED PLATES TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE.3. X-D. OTHER REINFORCING STEEL. -XC. SHEAR REINFORCEMENT. -XB. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS IN THE X-A. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. INSPECION OF REINFORCING STEEL WELDING:2. X-INSPECTION OF REINFORCING STEEL, PRESTRESSING TENDONS, SHEAR STUDS, AND PLACEMENT.1. PERIODICCONTINUOUSCONCRETE: SPECIAL INSPECTION TASK X-PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.5. -XVERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.4. X-PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.3. X-VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.2. X-VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.1. PERIODICCONTINUOUSSOIL: SPECIAL INSPECTION TASK SFRS. MASONRY 1. ALL MASONRY CONSTRUCTION SHALL CONFORM WITH THE CODE AND WITH THE PROVISIONS OF TMS 402 AND TMS 602. 2. CONCRETE BLOCK SHALL BE ASTM C90 HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS CONFORMING TO CODE SECTION 2103.1, MEDIUM WEIGHT DOUBLE OPEN END UNITS WITH A MAXIMUM LINEAR SHRINKAGE OF 0.065%. 3. MORTAR SHALL BE ASTM C270 TYPE 'M' OR 'S' CONFORMING TO CODE SECTION 2103.2 4. GROUT SHALL BE ASTM C476 COMFORMING WITH CODE SECTION 2103.3 5. ALL CELLS SHALL BE GROUTED SOLID, U.N.O. 6. MINIMUM STRENGTH REQUIREMENTS: 7. COMPLIANCE WITH COMPRESSIVE STRENGTH REQUIREMENTS SHALL BE DETERMINED USING UNIT STRENGTH METHOD OR PRISM TESTING PER CODE SECTION 2105. 8. REINFORCING BARS - PROVIDE 1/2" CLEAR BETWEEN REINFORCING AND WALL OF MASONRY UNITS. SEE NOTES UNDER REINFORCING STEEL FOR ADDITIONAL REQUIREMENTS. 9. VERTICAL BARS IN WALLS ARE TO BE PLACED IN CENTER OF CELLS UNLESS OTHERWISE SHOWN. VERTICAL BARS ARE TO BE TIED OR OTHERWISE FIXED INTO POSITION PRIOR TO GROUTING WITH WIRE POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. 10. VERTICAL BARS IN WALLS AND PILASTERS SHALL HAVE DOWELS OF EQUAL SIZE AND SPACING IN ALL FOOTINGS. DOWELS TO BE FIELD CHECKED BY THE MASONRY CONTRACTOR BEFORE PLACEMENT OF CONCRETE. 11. HORIZONTAL BARS SHALL BE PLACED IN BOND BEAM BLOCKS. 12. NO MORE THAN TWO BARS SHALL BE PLACED IN ANY ONE CELL. WHERE PLAN CALLS FOR MORE THAN TWO, DIVIDE EQUALLY AMONG ADJACENT CELLS. 13. WHEN MULTIPLE BARS ARE LAPPED IN A CELL, LAP REBAR 65 BAR DIAMETERS MIN. AND STAGGER LAPS 24 IN. U.N.O. 14. PIPES OR CONDUITS SHALL NOT BE EMBEDDED IN ANY MASONRY UNLESS SPECIFICALLY DETAILED ON THE APPROVED STRUCTURAL DRAWINGS. NOTIFY ENGINEER WHERE OTHERS SHOW PIPES OR CONDUITS EMBEDDED IN MASONRY THAT ARE NOT SHOWN ON THE APPROVED STRUCTURAL DRAWINGS. 15. SEE DRAWINGS FOR LOCATIONS OF MASONRY CONTROL JOINTS, (MCJ). CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 25 FEET. 16. HORIZONTAL CONTROL JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR NOT LESS THAN 1/2", NOR MORE THAN 2" BELOW THE TOP OF THE UPPER MOST UNIT GROUTED. HORIZONTAL REINFORCEMENT SHALL BE FULLY EMBEDDED IN GROUT. UNIT STRENGTH f'm (psi) BLOCK STRENGTH (psi) GROUT STRENGTH (psi) 2,000 2,000 2,500 NOTES CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH THE CODE AND WITH THE PROVISIONS OF ACI 318. 2. SCHEDULE OF STRUCTURAL CONCRETE PERFORMANCE REQUIREMENTS: 3. CONCRETE MIXES: A. MIX SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. B. MIX DESIGN METHODS (TEST HISTORY OR TRIAL BATCH METHOD) PER THE CODE SHALL BE USED TO PROPORTION CONCRETE. SUBMIT MIX DESIGN METHOD DATA FOR REVIEW. C. MIX DESIGNS SHALL SATISFY EITHER THE SHRINKAGE CRITERIA OR THE W/C RATIO AND TOTAL WATER CONTENT CRITERIA SPECIFIED. D. MIX DESIGNS FOR SLABS ON GRADE, ELEVATED SLABS AND BEAMS MUST MEET SHRINKAGE CRITERIA, REGARDLESS OF THE W/C RATIO SPECIFIED. E. MIX DESIGNS SHALL MEET THE MINIMUM REQUIREMENTS FOR EXPOSURE CATEGORIES F0, S0, W0, AND C0 AS DEFINED IN CHAPTER 19 OF ACI 318 UNLESS OTHERWISE SPECIFIED IN THE TABLE ABOVE. F. FOR SHOTCRETE APPLICATIONS, PROVIDE MIX DESIGNS FOR COMPRESSIVE STRENGTH AS WELL AS TEST PANEL RESULTS FOR STRENGTH AND CORE GRADES PER THE SHOTCRETE GENERAL STRUCTURAL NOTES. G. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II, UNLESS NOTED OTHERWISE. H. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. I. AGGREGATE FOR LIGHTWEIGHT CONCRETE (MAX DENSITY < 120 PCF) SHALL BE THE EXPANDED SHALE TYPE CONFORMING TO ALL REQUIREMENTS AND TESTS OF ASTM C330 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 4. SHRINKAGE TESTS: A. CONCRETE SHRINKAGE FOR MIX DESIGNS SHALL BE DETERMINED AT 28 DAYS PER ASTM C157. 5. CONCRETE INSTALLATION: A. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C94. B. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 318 AND PROJECT SPECIFICATIONS. C. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE ISTO BE PLACED. D. ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 6. PENETRATIONS IN CONCRETE: A. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING CONCRETE IS NOT PERMITTED EXCEPT AS OUTLINED IN THE M.E.P. COORDINATION NOTES. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, AT DROP PANELS OR BEAMS UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC. LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE M.E.P. COORDINATION NOTES FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS. B. PIPES LARGER THAN 1 1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. PIPES SHALL NOT BE PLACED IN COLUMN DROP HEAD AREA OR STUDRAIL ZONE. SPACE EMBEDDED PIPES AT A MINIMUM OF 3 DIAMETERS. SIZE OF PIPE SHALL BE ONE THIRD OF SLAB THICKNESS MAX. SEE THE M.E.P. COORDINATION NOTES FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF PIPES IN STRUCTURAL CONCRETE. 7. CONCRETE FORMWORK AND SHORING: A. FOAM USED AS STAY-IN-PLACE FORMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5.8 PSI AT 1% DEFORMATION AND A MINIMUM COMPRESSIVE MODULUS OF 580 PSI PER ASTM D6817. 8. ALL EXTERIOR CRACKS TO BE SKIM COATED. MEMBER COMPRESSIVE STRENGTH 28 DAY U.N.O. (PSI) MAX DENSITY (PCF) MAX W/C RATIO MAX SHRINKAGE (%) (NOTE 4) ALL FOOTINGS 3000 150 0.5 0.060 ALL OTHER SUBSTRUCTURE WALLS, PIERS, PILES AND CAPS 3000 150 0.5 0.060 * LIMIT TOTAL WATER CONTENT TO A MAXIMUM OF 300#/C.Y ** ADDITIONAL TEST CYLINDERS ARE REQUIRED FOR 56 DAY STRENGTHS. REINFORCING STEEL 1. BAR SPECIFICATIONS: A. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE, ASTM A615 (A706 WHERE NOTED ON PLANS), GRADE 60 U.N.O. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE SUPPORTED ON APPROVED CHAIRS. 2. INSTALLATION: A. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. B. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. C. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. D. UNLESS SPECIFICALLY NOTED OTHERWISE: THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE AT LEAST db, BUT NOT LESS THAN 1". WHERE PARALLEL REINFORCEMENT IS PLACED IN TWO OR MORE LAYERS, THE UPPER LAYERS SHALL BE PLACED DIRECTLY ABOVE THE BARS IN THE BOTTOM LAYER WITH A CLEAR DISTANCE BETWEEN BARS NOT LESS THAN 1". 3. SPLICES: A. REINFORCING BAR SPLICES SHALL, IN CONCRETE, CONFORM TO THE PROVISIONS OF ACI 318, AND IN MASONRY, CONFORM TO THE PROVISIONS OF ACI 530. B. #14 AND #18 BARS SHALL NOT BE LAP SPLICED. C. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. D. DOWEL ALL VERTICAL REBAR TO FOUNDATIONS. E. ALL SPLICE LOCATIONS ARE SUBJECT TO APPROVAL BY STRUCTURAL ENGINEER. PROVIDE REQUIRED SHOP DRAWINGS AND FABRICATE AFTER ENGINEER'S REVIEW. F. MECHANICAL BAR SPLICES (COUPLERS) SHALL BE USED WHERE SPECIFIED ON PLANS. THEY MAY ALSO BE USED AT THE CONTRACTOR'S OPTION IN LIEU OF LAP SPLICES AND WHERE REINFORCING IS SHOWN CONTINUOUS THROUGH CONSTRUCTION JOINTS. THE MINIMUM COVER ON THE COUPLER OF 3/4" SHALL BE MAINTAINED. UNLESS NOTED OTHERWISE, ALL MECHANICAL BAR SPLICES SHALL BE "TYPE 2" AS DEFINED BY ACI 318 AND BE ONE OF THOSE LISTED BELOW AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS: • HRC 500 SERIES MECHANICAL COUPLERS (ICC ESR-2764) • LENTON A2 SERIES MECHANICAL SPLICES (IAPMO ER-0129) G. MINIMUM LAP SPLICES SHALL BE AS FOLLOWS: • DEFORMED BARS IN CONCRETE: 12" • DEFORMED BARS IN MASONRY: THE GREATER OF 24" OR 48 BAR DIA. 4. WELDING REBAR: A. WELDING OF REINFORCING MUST BE APPROVED BY THE STRUCTURAL ENGINEER. B. ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND AWS D1.4. SEE SPECIAL INSPECTION SECTION FOR WELDING INSPECTION REQUIREMENTS. C. ALL REINFORCING BARS TO BE WELDED SHALL BE ASTM A706, U.N.O. D. ALL WELDS SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE FOLLOWING ELECTRODES, U.N.O: 5. REBAR DETAILING: A. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. B. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH SPECIFICATIONS AND APPLICABLE CODES. THESE APPROVED DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. C. REBAR SPACINGS GIVEN ARE MAXIMUM ON CENTER WHETHER STATED AS "O.C." OR NOT. UNLESS A SPECIFIED LENGTH IS GIVEN, ALL REBAR IS CONTINUOUS WHETHER STATED AS "CONT." OR NOT. 6. MILL TEST REPORTS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE. 7. CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL. 8. CONCRETE PROTECTION FOR REINFORCEMENT: (i) CAST-IN-PLACE CONCRETE (NON-PRESTRESSED). THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT, U.N.O.: ASTM A706 E80XX ASTM A615 E90XX CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 5 BAR, W31 OR D31 WIRE AND SMALLER SLABS, WALLS, JOISTS: BEAMS, COLUMNS: C. NO. 11 BAR AND SMALLER NO. 14 AND NO. 18 BAR NO. 6 THROUGH NO. 18 BAR B. A. TOLERANCES + OR - SHELLS, FOLDED PLATE MEMBERS: NO. 6 BAR AND LARGER NO. 5 BAR, W31 OR D31 WIRE AND SMALLER PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 3" MINIMUM COVER CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 3/8" 2"3/8" 1 1/2"3/8" 1 1/2"3/8" 3/4"1/4" 1 1/2"3/8" 3/4"1/4" 1/2"3/16" CONSTRUCTION JOINTS 1. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318 SECTION 6.4 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. 2. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN AND ROUGHENED TO 1/4" MINIMUM AMPLITUDE (UNLESS KEYWAYS ARE PROVIDED PER DETAILS ON THE STRUCTURAL DRAWINGS) PRIOR TO PLACING ADJACENT CONCRETE. 3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS FOR APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION. 4. SEE REINFORCING STEEL NOTE 3 FOR MECHANICAL SPLICES. (G.S.N. CONTINUED) No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:22 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-002 GENERAL STRUCTURAL NOTES JPR TMc 540-7A JASON S. GELDERT 4737 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 I I I I I I I I I I D D 1~ -r--------f/ .. ---_·· ..... I // ··• ... :\ ' . -I I, I .. ,,/_~l1 /.------~i '- I I, / i .' ' ___ //\ /\\ /1 '/ .. ///Y,\ I 1/. I/ i/ /1/ I I .-'-'{ ,1 /., ,'/ IJ' l:,_,i,\/. , .. I : /_.., \ \ ,/IJ 1,., i ... \, //,I I Tim (j_,.,.,.,,,tt F'-"- ~ "~ / / i/ >-...._ __ ----------_,//::; {/ I .. -----I I I I MINIMUM CLEARANCE MINIMUM CLEARANCE VAN BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BSBS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BSBS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BSBS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC ECEC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC DOMES EC DOMES EC DOMES EC DOMES EC SCORE EC SCORE EC SCORE EC SCORE EC GROOVES EC GROOVES EC GROOVES EC GROOVES EC SCORE EC SCORE EC SCOREEC SCORE EC GROOVES EC GROOVESEC GROOVES EC GROOVES EC SCORE EC SCORE EC SCORE EC SCORE EC GROOVESEC GROOVES EC GROOVESEC GROOVES EC GROOVES EC SCORE EC SCORE EC SCOREEC SCORE EC BOV PAD EC BOV PAD EC BOV PAD EC BOV PAD EC EC EC EC EC EC EC EC EC EC ECEC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC ECEC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC FH FH FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GS GT GT GT GT GT GT GT GT GT GT GT GT GT GT GT GT GT GT GT GT GTGT GT GT GT GT GT GT GT GT GT GT GT GT GTGT GT GT GT GT GT GT GT GT GT GT LP MDMD MD MD MD MD MD MS MS MS PBE ST LIGHT PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS RE IRRIG CONTROL RE IRRIG MET RE IRRIG TC TC TC TC TC TC TCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCTC TC TC TC INLET TC INLET TC TC TC TC TC TC TC TC TCTC TC TC TC TC TC TC TCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC 12"TC 5"TD 5"TD 5"TD 5"TD 6"TD 6"TD 6"TD 5"TD 5"TD 5"TD 5"TD 5"TD 5"TD 5"TD 5"TD 10"TD 10"TD 10"TD 6"TD 6"TD 5"TD 5"TD TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS WK WK WM RECLAIM WM WM WATR RISER WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV RECLAIM WV WV IRR WPED PB M WD IRR PB WPED 46512395.06EVLT55.CS 46507395.59EVLT55 PB PB 46535392.29TELMHT WPED D 45460385.09CVLT1.CS 45459385.15CVLT1 45458384.98CVLT1 45457384.95CVLT1 PB PB MW MW CS-100A A CS-100B B CS-100C C CS-100D D PROPERTY LINE, SEE CIVIL DRAWINGS PROPERTY LINE, SEE CIVIL DRAWINGS HATCHED REGION BUILT UNDER SEPARATE PERMIT No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:23 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-100 SITE WALL OVERALL PLAN SCALE:1" = 40'-0" SITE WALL PLAN OVERALL NORTH JPR TMc 540-7A JASON S. GELDERT 4738 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 \ ·---- ' ' I, ' ' \ \\ ,, --------...._ / -I'_-{ {~-1~1 -----------,, -------------. __ _ 11 I D D I ,, ~· ... tt h1-c r..,,, '"= F I I I I MINIMUM CLEARANCE BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BSBS BS EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC FL FL FL FL FL FL FL FL FL FL GS GS GS GS GS GS GS GS GS GS GS GS GS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS S S 8 CS-705 TYP 5 CS-705 TYP 6 CS-705 TYP PERMANENT SHORING WALL SEE SHEETS 30 -36 CMU RETAINING WALL PER PARKING GARAGE PERMIT WALL 'C' WALL 'D' WALL 'A'SEE CIVIL FOR TOPO GRADIENTS AND SLOPES, TYP FOUNDATION NOTES: 1. SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN. 2. SEE CIVIL DRAWINGS FOR: a. FINISHED GRADE ELEVATIONS b. TOP OF WALL ELEVATIONS c. WALL PROFILES d. DESIGN FOR PAVEMENT FLATWORK, CURBS AND WALLS RETAINING LESS THAN 3'-0" OF SOIL e. TOP OF FOOTING ELEVATIONS WHERE NOT SHOWN 3. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER 5 CS-700 PLAN LEGEND: TOP OF WALL ELEVATION RELATIVE TO MSL. TOP OF WALL ELEVATIONS PROVIDED FOR REFERENCE ONLY. EXACT TOP OF WALLS ARE PER CIVIL DRAWINGS. T.O.W. +X'-X" TOP OF FOOTING ELEVATION RELATIVE TO MSLT.O.FTG +X'-X" FULLY GROUTED MASONRY WALL PER SECTIONS FOOTING STEP PER 8 CS-600 No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:23 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-100A SITE WALL PARTIAL PLANS AREA A SCALE:1" = 20'-0"A ENLARGED PLAN AREA A NORTH JPR TMc 540-7A JASON S. GELDERT 4739 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 \ I '-<::<' /,c.> ! I ------------ ------- -_______ ,,_---- -_.c:-- --::--~"""" - -- ------- --____,,.,-_:'__----'-;,:-~--~---- --~•----:-----_-__ --__ O---~ I ---\ ,i;-_: ______ :·\;\ __ -- \ ,/• - I I -I I I .,____,, ------------------------------------------------------------- _,_-----"-c---r-- ----:--~~:_-'[_~~;~~-~-::_~-----=-----_.,--__ _ ' I ' / / --;'.-:,--"-<~---',> _._,, :;:.~/ 1 / / I I .J,-_-c.-.:---_J-_-:,_· I ,---j ,_ I 'e--------- ~ I I I I I I I I I I I ,H _J - -_J H ------ I I I I I I L---'- I H I I I r ~ I 'i, I ' I I_ r _} ~ H H D D Ir~ {J,.,,,,,, tt P-"- I I I I I MINIMUM CLEARANCE VAN BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS EC EC EC EC EC EC EC EC EC EC EC EC FL FL FL FL FL FL GS GS GS GS GS GS GS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS S S 6 CS-705TYP 6 CS-705 TYP W ALL 'A' WALL 'B' SEE CIVIL FOR TOPO GRADIENTS AND SLOPES, TYP WALL 'M' 7 CS-705 FOUNDATION NOTES: 1. SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN. 2. SEE CIVIL DRAWINGS FOR: a. FINISHED GRADE ELEVATIONS b. TOP OF WALL ELEVATIONS c. WALL PROFILES d. DESIGN FOR PAVEMENT FLATWORK, CURBS AND WALLS RETAINING LESS THAN 3'-0" OF SOIL e. TOP OF FOOTING ELEVATIONS WHERE NOT SHOWN 3. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER 5 CS-700 PLAN LEGEND: TOP OF WALL ELEVATION RELATIVE TO MSL. TOP OF WALL ELEVATIONS PROVIDED FOR REFERENCE ONLY. EXACT TOP OF WALLS ARE PER CIVIL DRAWINGS. T.O.W. +X'-X" TOP OF FOOTING ELEVATION RELATIVE TO MSLT.O.FTG +X'-X" FULLY GROUTED MASONRY WALL PER SECTIONS FOOTING STEP PER 8 CS-600 No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:24 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-100B SITE WALL PARTIAL PLANS AREA B SCALE:1" = 20'-0"B ENLARGED PLAN AREA B NORTH JPR TMc 540-7A JASON S. GELDERT 4740 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 r--L ----------l --✓ / D D / Ir~ {J,.,,,,,, tt P-"- I .____., .____., I I I I BS BS BS BS BS BS BS BS BS BS BS BS BS BS EC EC EC EC EC EC EC EC EC EC EC EC EC SCORE EC SCORE EC SCORE EC SCORE EC GROOVES EC GROOVES EC GROOVES EC GROOVES EC SCORE EC SCORE EC SCORE EC SCORE EC EC EC EC EC EC EC EC EC EC EC EC EC FH FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL GS GS GS GT GT GT GT GT GT GT GT GT GT GT GT GT GT GT GT MDMD MD MD MD RE IRRIG CONTROL TC TC TC TC TC TC TC TC TC TCTC TC TC TC INLET TC INLET TC TC TC TC TC TC TC TC TC 12"TC 6"TD 5"TD 5"TD 5"TD 6"TD 6"TD 5"TD 5"TD TS TS TS TS TS TS TS TS TS TS TS WM RECLAIM WATR RISER WPED WPED S S S S S SSSS S S S S S S SS S S S S S S S 6 CS-705 TYP 6 CS-705 TYP 6 CS-705TYP 5 CS-706 8 CS-705 TYP 8 CS-706TYP 5 CS-705 TYP T.O.F. 424'-6" T.O.F. 418'-6" T.O.F. 411'-10" T.O.F. 423'-2" T.O.F. 410'-6" T.O.F. 409'-2" T.O.F. 415'-10" T.O.F. 416'-6" T.O.F. 417'-10" T.O.F. 419'-2" T.O.F. 420'-6" T.O.F. 426'-0" T.O.F. 424'-6" T.O.F. 423'-2" PEDESTRIAN BRIDGE ABUTMENT WALL BY OTHERS T.O.F. 408'-6" 5 CS-707 7 CS-700 W AL L 'L ' WALL 'K' WALL 'G' WALL 'F' W A L L ' J ' W A L L ' E ' WA L L 'H ' WALL 'I' T.O.F. 417'-2" T.O.F. 415'-10" PEDESTRIAN BRIDGE ABUTMENT FOUNDATION BY OTHERS T.O.F. 416'-6" 3' - 0" 6' - 0" 5' - 0" 8' - 0" 7' - 0" 33'-0" 6' - 6 " 4' - 6 " 4 ' - 6" 4 ' - 6 " FOUNDATION NOTES: 1. SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN. 2. SEE CIVIL DRAWINGS FOR: a. FINISHED GRADE ELEVATIONS b. TOP OF WALL ELEVATIONS c. WALL PROFILES d. DESIGN FOR PAVEMENT FLATWORK, CURBS AND WALLS RETAINING LESS THAN 3'-0" OF SOIL e. TOP OF FOOTING ELEVATIONS WHERE NOT SHOWN 3. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER 5 CS-700 PLAN LEGEND: TOP OF WALL ELEVATION RELATIVE TO MSL. TOP OF WALL ELEVATIONS PROVIDED FOR REFERENCE ONLY. EXACT TOP OF WALLS ARE PER CIVIL DRAWINGS. T.O.W. +X'-X" TOP OF FOOTING ELEVATION RELATIVE TO MSLT.O.FTG +X'-X" FULLY GROUTED MASONRY WALL PER SECTIONS FOOTING STEP PER 8 CS-600 No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:24 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-100C SITE WALL PARTIAL PLANS AREA C SCALE:1" = 10'-0"C ENLARGED PLAN AREA C NORTH JPR TMc 540-7A JASON S. GELDERT 4741 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 \ I I \ ___ __,,/ ' i I I I / / I __ _:-_ _::::.::::--(- ! ---,/-- ' ' ' / / / / ! ___J / ' -' _, 7 I / I I I I _L --- : / I I i I I ----- ------~--------~- / / / ,/ I ---------- --, ',j~ccc_c====c_c====c_:-=="c:=·: __ -71===(:-~-c;f =--_:-_c== {;:':.~fl--------- ' I ' I ----~ ii ' I I \ 1------I / \ /\ I -~ ! . \ / / ---------- I I I I I \I I I \ I' -1 -t-:::---=-,-; --------,~ ,--- _j_ ~ ----------\ \ ~1 I !--\ 1-------="""-= ~~ ~~----~--=, :_-:_-,~~-<~ i --=- l I ---I <:J=--r= C-----_ __\ I.,, ---j I /.----1 I I I I I \ ____ ' ------+- ~.~-----L~ __ \------- " ~ -- ~ _ ____JI =I D D BS BS BS BS BS BS BS BS BS BS BS BS BS BS EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC GROOVES EC GROOVESEC GROOVES EC GROOVES EC SCORE EC SCORE EC SCORE EC SCORE EC GROOVES EC GROOVES EC GROOVESEC GROOVES EC GROOVES EC SCORE EC SCORE EC SCOREEC SCORE EC BOV PAD EC BOV PAD EC BOV PAD EC BOV PAD EC EC EC EC EC EC EC ECEC EC EC EC EC EC EC EC EC EC EC EC EC EC EC FH FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL GB GB GB GB GB GB GB GB GB GB GT GT GT GT GT GTGT GT GT GT GT GT GT GT GT GT GT MD MS PS PS PS PS PS PS PS PS PS PS RE IRRIG MET RE IRRIG TC TC TC TC TC TCTC TC TC TC TC TC TC TCTC TC TC TC TC TC TC TC TC TC 5"TD 5"TD 5"TD 10"TD 10"TD 10"TD TS TS TS TS TS TS TS TS WM WM IRRPB S S 6 CS-705TYP WALL 'B' 6 CS-705 TYP WALL 'O' FOUNDATION NOTES: 1. SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN. 2. SEE CIVIL DRAWINGS FOR: a. FINISHED GRADE ELEVATIONS b. TOP OF WALL ELEVATIONS c. WALL PROFILES d. DESIGN FOR PAVEMENT FLATWORK, CURBS AND WALLS RETAINING LESS THAN 3'-0" OF SOIL e. TOP OF FOOTING ELEVATIONS WHERE NOT SHOWN 3. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER 5 CS-700 PLAN LEGEND: TOP OF WALL ELEVATION RELATIVE TO MSL. TOP OF WALL ELEVATIONS PROVIDED FOR REFERENCE ONLY. EXACT TOP OF WALLS ARE PER CIVIL DRAWINGS. T.O.W. +X'-X" TOP OF FOOTING ELEVATION RELATIVE TO MSLT.O.FTG +X'-X" FULLY GROUTED MASONRY WALL PER SECTIONS FOOTING STEP PER 8 CS-600 No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:24 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-100D SITE WALL PARTIAL PLANS AREA D SCALE:1" = 20'-0"D ENLARGED PLAN AREA D NORTH JPR TMc 540-7A JASON S. GELDERT 4742 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 ----=--:::.-.:..ccec..._;---------_\ __ _ ' ' ------, -------r----- -I I I I I ' I ' I ' I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I ----- ------c_-_, I -------- I I I I I I I I I I I I ''J I _J / / --------- I I r I I I I I I I \~<-_::_:· -i - --------- 1·-;/ ·--. ("';:< I -·----. --.· 11 I D D I r .... (J,wu,{t ,,,,. I 3000 0'-7" 0'-9" 0'-11" 1'-2" 1'-4" 1'-6" 1'-8" 1'-11" 2'-1" CONCRETE STRENGTH psi #3 #4 #5 #6 #7 #8 #9 #10 #11 HEADED BAR EMBED, Ldt 4000 0'-6" 0'-8" 0'-10" 1'-0" 1'-2" 1'-4" 1'-6" 1'-8" 1'-10" 6000 0'-6" 0'-7" 0'-8" 0'-10" 0'-11" 1'-1" 1'-2" 1'-4" 1'-6" 3000 0'-9" 0'-11" 1'-2" 1'-5" 1'-8" 1'-10" 2'-1" 2'-4" 2'-7" CONCRETE STRENGTH psi #3 #4 #5 #6 #7 #8 #9 #10 #11 HOOKED BAR EMBED, Ldh 4000 0'-8" 0'-10" 1'-0" 1'-3" 1'-5" 1'-7" 1'-10" 2'-1" 2'-3" 6000 0'-6" 0'-8" 0'-10" 1'-0" 1'-2" 1'-4" 1'-6" 1'-8" 1'-10" TIES & STIRRUPS HOOKS ONLY 90° HOOK BAR SIZE D #3 1 1/2" #4 2" #5 2 1/2"135° HOOK BAR SIZE D #3 THRU #8 6db #9 THRU #11 8db #14 THRU #18 10db90° HOOK TYPICAL BAR OFFSET 180° HOOK 2 MAX 12 STANDARD HOOKS 3" MIN 6db db D 6d b Ddb db 2 1/2" MIN 4db db 12 d b Ddb D FIG. 1 CONCRETE JOINT TENSION DEVELOPMENT LENGTH TYPICAL LAP SPLICE NON-CONTACT LAP SPLICE NOTES: 1. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICES ARE CALCULATED PER ACI 318-14, SECTION 25.4 AND 25.5, RESPECTIVELY. 2. THESE TABLES ARE BASED ON UNCOATED GRADE 60 REBAR PLACED IN NORMAL WEIGHT CONCRETE. SEE KEYNOTES BELOW THE TABLES FOR ADJUSTMENTS TO TABLE VALUES. 3. THIS SCHEDULE IS NOT APPLICABLE TO DUCTILE MOMENT FRAME MEMBERS RESISTING SEISMIC FORCES. 4. ALL SPLICE LENGTHS SHALL BE PER "LAP" LENGTHS PER TABLE UNLESS NOTED OTHERWISE ON PLANS. 5. WHERE "CLASS A" SPLICE IS CALLED OUT ON PLANS, USE TENSION DEVELOPMENT LENGTHS "Ld" PER TABLE. 6. TOP BARS ARE HORIZONTAL SLAB, BEAM & FOOTING BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW THE BARS AND ALL HORIZONTAL WALL REINFORCEMENT. 7. BOTTOM BARS ARE ALL VERTICAL WALL REINFORCEMENT AND ALL HORIZONTAL SLAB BEAM & FOOTING BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW THE BAR. 8. COVER DESIGNATES CLEAR COVER FROM SPLICED BAR TO FACE OF MEMBER. SPACING DESIGNATES CENTER-TO-CENTER SPACING OF SPLICED BARS. 9. FOR NON-CONTACT LAP SPLICES, ADD THE DISTANCE BETWEEN THE BARS TO THE SPLICE LENGTH IN THE ABOVE TABLE. 10. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE LARGER OF "Ld" OF THE LARGER BAR OR THE "LAP" LENGTH OF THE SMALLER BAR. 11. WHERE #14 OR #18 REBAR IS CALLED OUT ON PLAN, USE TYPE 2 COUPLERS PER GSN. FIG. 2 'd b ' SPACING, 6" MIN CENTER TO CENTER (C-C) CO V E R CL E A R A B C PER TABLE LAP PER TABLE Ld 'S ' LAP + 'S' CASE 1 KEYNOTES: 1. IF THE DIMENSIONS SHOWN ON FIGURE 1 ARE NOT MET, REBAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL BE PER THE CASE 2 SCHEDULE. 2. INCREASE DEVELOPMENT AND SPLICE LENGTHS FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR: A. fy > 60 KSI:MULTIPLY LENGTH BY fy/60 B. EPOXY COATED REBAR: MULTIPLY LENGTH BY 1.2 C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33 CASE 2 KEYNOTES: 1. INCREASE DEVELOPMENT AND SPLICE LENGTHS FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR: A. fy > 60 KSI:MULTIPLY LENGTH BY fy/60 B. EPOXY COATED REBAR: MULTIPLY LENGTH BY 1.2 C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33 CONCRETE STRENGTH (PSI) 4000 CLEAR COVER (IN) BAR SIZE LAP CLASS 1.50 2.00 3.00 1.50 2.00 3.00 TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM #3 Ld LAP #4 Ld LAP #5 Ld LAP #6 Ld LAP #7 Ld LAP 1'-1" 1'-5" 1'-6" 2'-0"1'-10" 2'-5" 2'-2" 2'-10" 3'-7" 4'-8" 1'-0" 1'-4"1'-2" 1'-7" 1'-5" 1'-11" 1'-8" 2'-2" 2'-9" 3'-7" 1'-1" 1'-5" 1'-6" 2'-0" 1'-10" 2'-5" 2'-2" 2'-10" 3'-2" 4'-2" 1'-0" 1'-4" 1'-2" 1'-7" 1'-5" 1'-11" 1'-8" 2'-2" 2'-5" 3'-2" 1'-1" 1'-5" 1'-6" 2'-0" 1'-10" 2'-5" 2'-2" 2'-10" 3'-2" 4'-2" 1'-0" 1'-4" 1'-2" 1'-7" 1'-5" 1'-11" 1'-8" 2'-2" 2'-5" 3'-2" 1'-0" 1'-4" 1'-3" 1'-8" 1'-7" 2'-1" 1'-11" 2'-6" 3'-1" 4'-1" 1'-0" 1'-4" 1'-0" 1'-4" 1'-3" 1'-8" 1'-6" 2'-0"3'-2"2'-5" 1'-0" 1'-4" 1'-3" 1'-8" 1'-7" 2'-1" 1'-11" 2'-6" 2'-9" 3'-7" 1'-0" 1'-4" 1'-0" 1'-4" 1'-3" 1'-8" 1'-6" 2'-0"2'-9"2'-1" 1'-0" 1'-4" 1'-3" 1'-8" 1'-7" 2'-1" 1'-11" 2'-6" 2'-9" 3'-7" 1'-0" 1'-4" 1'-0" 1'-4" 1'-3" 1'-8" 1'-6" 2'-0"2'-9"2'-1" CASE 1* - BAR CENTER TO CENTER SPACING > 6" (NORMAL WEIGHT, GRADE 60, UNCOATED) BAR DESCRIPTION AND LOCATION IN STRUCTURE BAR SIZE LAP CLASS 3000 4000 TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM #3 Ld LAP #4 Ld LAP #5 Ld LAP #6 Ld LAP #7 Ld LAP 1'-10" 2'-5" 2'-5" 3'-2" 3'-0" 3'-11" 3'-7" 4'-8" 5'-3" 6'-10" 1'-5" 1'-10" 1'-10" 2'-5" 2'-4" 3'-1" 2'-9" 3'-7" 4'-0" 5'-3" 1'-7" 2'-1" 2'-1" 2'-9" 2'-7" 3'-5" 3'-1" 4'-1" 4'-6" 5'-11" 1'-3" 1'-8" 1'-7" 2'-1" 2'-0" 2'-8" 2'-5" 3'-2" 3'-6" 4'-7" 2'-9" 3'-7" 3'-7" 4'-8" 4'-6" 5'-11" 5'-5" 7'-1" 7'-10" 10'-3" 2'-1" 2'-9" 2'-9" 3'-7" 3'-6" 4'-7" 4'-2" 5'-5"7'-10"6'-0" 2'-4" 3'-1" 3'-1" 4'-1" 3'-11" 5'-2" 4'-8" 6'-1" 6'-9" 8'-10" 1'-10" 2'-5" 2'-5" 3'-2" 3'-0" 3'-11" 3'-7" 4'-8"6'-10"5'-3" CASE 2* - ALL OTHER BAR SPACING (NORMAL WEIGHT, GRADE 60, UNCOATED) CONCRETE STRENGTH (PSI) 3000 4000 BAR SPACING >2x'db' & CLEAR COVER > 'db' OR BEAM & COLUMN BAR SPCING > 'db' & CLEAR COVER > 'db' OTHER CASES 3000 STANDARD HOOK HEADED REINFORCEMENT PER PLAN AND G.S.N. PE R T A B L E Ld t NOTES: 1. INCREASE EMBED DEPTH FOR EACH OF THE FOLLOWING CONDITIONS WHEN THEY OCCUR: A. fy > 60 KSI:MULTIPLY LENGTH BY fy/60 B. EPOXY COATED REBAR: MULTIPLY LENGTH BY 1.2 C. LIGHTWEIGHT CONCRETE: MULTIPLY LENGTH BY 1.33 PE R T A B L E Ld h INTERSECTIONCORNER OPTIONAL CORNER NOTE: 1. L=30db OR 1'-6" MINIMUM HORIZ REINF TURNED VERT FOOTING L L LL TOP OF FTG (SEE PLAN) REBARS TO MATCH FOOTING REINF SIZE AND SPACING (2 BARS MIN) SEE PLAN FOR FOOTING REINF NOTES: 1. D = DEPTH OF FOOTING 2. S = 1'-6" MAX, U.N.O. 'S ' 'S ' ' D ' 'D ' ' S ' 'S ' D MIN 2 'S' MIN 2 'S' 2" CLR LAP PER LAP PER 3" CLR 6 CS-600 6 CS-600 6" ELEVATION PIPE THRU FTG, PLACE ABOVE MAIN REINF 1" PIPE WRAP OR SPACE AROUND PIPE, TYP FTG REINF OPTIONAL CONST JOINT 1 1 T.O.F. GROUND LINEPVC OR C.I. SLEEVE w/ INNER DIA = PIPE O.D. PLUS 2", SEE NOTE 3 NO EXCAVATION ALLOWED BELOW THIS LINECONCRETE FILL (SAME WIDTH AS FOOTING AND FULL LENGTH OF TRENCH). PLACE FILL AROUND SLEEVES BEFORE FOOTING IS POURED 2 1 WALL ABOVE WHERE OCCURS TRENCH FOR PIPE PARALLEL TO FTG SHALL BE LOCATED SO THAT FTG WILL NOT BE UNDERMINED BACKFILL PER SPECS SLAB ON GRADE OR EXTERIOR HARDSCAPE WHERE OCCURS2x LARGER PIPE DIA MIN CLEAR SPACING= TYP 6" MIN NOTES: 1. PIPE SHALL NOT PASS THROUGH OR BE PLACED UNDER COLUMN FOOTING. 2. FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTING, TRENCH MAY BE BACKFILLED WITH CONTROLLED, COMPACTED FILL PER SPECIFICATIONS OR LEAN CONCRETE. 3. PIPES LARGER THAN 6" O.D. SHALL NOT PASS THROUGH FOOTINGS WITHOUT BEING SPECIFICALLY DETAILED ON THESE PLANS OR APPROVED BY THE ENGINEER OF RECORD. 4. FOR PENETRATIONS IN STRUCTURAL WALL ABOVE (CMU OR CONCRETE) PROVIDE SLEEVE, SIMILAR AT FOOTING PENETRATION. WATERPROOFING AS REQUIRED PER DETAIL I/5 2SE E NO T E 6" M I N 3" MI N6" O. D . S L E E V E MI N6" 1'-6" MIN 6" M I N 6" M I N "D " FO O T I N G D E P T H A A SECTION SEE NOTE 4 WHERE PENETRATIONS OCCUR IN WALL ABOVE No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:25 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-600 CONCRETE TYPICAL DETAILS SCALE:1" = 1'-0"1 REINFORCING BAR BENDING DETAIL SCALE:1" = 1'-0"6 REBAR DEVELOPMENT LENGTHS AND LAP SPLICES SCALE:1" = 1'-0"5 HOOKED AND HEADED REBAR EMBEDMENT SCALE:3/4" = 1'-0"4 TYPICAL FOUNDATION INTERSECTIONS SCALE:1" = 1'-0"8 TYPICAL STEPPED FOOTING DETAIL NO SCALE9TYPICAL PIPE PENETRATIONS AT FOOTINGS JPR TMc 540-7A JASON S. GELDERT 4743 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 .I .I ~ ,A(~ ,, _=r '- ~·/ .I ' .I l( I I I { ~1----------------) -.. . ) / @ / / ' / / / / / / ' • • = (~ @ ' ' r\ --- - 0 0 0 / I I { V I I .r- / ,,. ... . . . . . . . .. '"-----<========!=\=====1 V v ' ' . '<::, Q' ~, ,f' ~ ,~ ""· // ,_ - A A A V V V I ~\..----------------,/ I r-'\\-------------------==================1, I\. ) I r A // I V r I / //1 I ..--.:=ri--c '=\l I=-" -, \ ~'¾ ---. ·--I:> ( ---- - - -r- ---------' r ru ~ 1---....,----".""""'.'" -+-~= .6:> :::= +---' . . ' I . -r---- L 0 n. n. { - - - - -::,__ - --~--------- ·. 1 ,. ,. I ◄-. ,._ 'I " I " I I, I Tim (J,,.,.,.,,,tt ,,,.,,, I I F '---' I I I REINF PER PLAN (2) #4 MIN SLOPED TOP OF WALL SIM HG T ON E B L K LAP 48d CHORD BAR LOCATED BELOW TOP OF WALL SEE ARCH 13 S700 (2) #4 VERT MIN STD 90° HOOK TYP STD 90° HOOK TYP (3) #4 VERT MIN PLAN-10" OR 12" CMU (2) #4 VERT MIN CORNER BAR TO MATCH HORIZ STEEL (2) #4 TYP STD 90° HOOK AND ALTERNATE PLAN 8" CMU INTERSECTION CORNER MI N L A P (2) #4 VERT MIN 1 S7 0 0 NOMINAL BLOCK SIZE BAR LOCATION EACH FACE OR STAGGERED MASONRY REINFORCING BAR DEVELOPMENT & LAP SPLICE LENGTH. (INCHES) FOR CMU STRENGTH f'm = 2000 PSI TRANSVERSE REBAR (SEE NOTE 5) MINIMUM COVER REINFORCING BAR SIZE CENTERED 8" EACH FACE OR STAGGERED CENTERED 10" EACH FACE OR STAGGERED CENTERED 12" 2" 3 1/4" 2" 4 1/4" 2" 5 1/4" NO YES NO YES NO YES NO YES NO YES NO YES #3 #4 #5 #6 #7 #8 16 22 35 54 63 72 16 18 23 27 32 72 16 16 23 44 61 72 16 16 23 27 32 51 16 22 35 54 63 72 16 18 23 27 32 71 16 16 18 33 45 72 16 16 18 27 32 38 16 22 35 54 63 72 16 18 23 27 32 71 16 16 16 26 36 55 16 16 16 26 32 36 NOTES: 1. COVER ≤ BAR SPACING ASSUMED. COVER IS DISTANCE FROM OUTSIDE FACE OF BLOCK TO EDGE OF BAR. 2. BARS SPLICED BY NON-CONTACT LAP SPLICES SHALL BE SPACED A DISTANCE APART NOT GREATER THAN 1/5 THE REQUIRED LENGTH OF THE LAP SPLICE OR MORE THAN 8". 3. #9 AND LARGER BARS SHALL BE SPLICED BY WELDING OR BY APPROVED MECHANICAL CONNECTORS THAT CAN DEVELOP 125% OF THE SPECIFIED BAR STRENGTH IN TENSION. 4. WHEN ADJACENT LAP SPLICES ARE SEPARATED BY 3" OR MORE, THE REQUIRED LAP LENGTH SHALL BE INCREASED BY 30%. 5. PROVIDE TRANSVERSE REINFORCEMENT AT BOTH ENDS OF LAP SPLICES AS SHOWN IN THE FIGURE BELOW IN ORDER TO USE THE REDUCED LAP SPLICE LENGTH. CO V E R CL E A R SEE NOTE 5 1/2" MIN 8" MAX TYP LAP PER SCHEDULE TRANSVERSE REINF WHERE OCCURS WHERE REBAR IS AT EACH FACE, STAGGER LAP SPLICE LOCATIONS D/A 810 D/A 811 D/A 812 NOTE: WIRE POSITIONERS SHALL BE PLACED NO MORE THAN 200 BAR DIAMETERS APART. DRYPACK OR GROUT CHORD BARS PER PLAN, (2) #5 MIN CONT HORIZ BAR OR MIN #4x2'-0" CTR'D ON BOLT BO L T S 1" C L R AR O U N D PE R S C H E D U L E VE R T E M B E D PER SCHEDULE HORIZ EMBED PER SCHEDULE MIN WALL THICKNESS PER SCHEDULE MIN WALL THICKNESS BOLT SIZE Ø MINIMUM EMBEDMENT LENGTH HORIZ EMBED VERT EMBED MINIMUM WALL THICKNESS 1/2" 4"6"6" 5/8"5"7"8" 3/4"6"8"8" 7/8"7"9"10" 1"8"10"12" CONDUIT BY OTHERS ( 1 1/2"Ø MAX) NOTES: 1. WHEREVER POSSIBLE, PLACE CONDUITS IN UNREINFORCED CELLS. 2. WHEN CONDUITS MUST BE PLACED IN THE SAME CELL AS REBAR, SEE DETAIL ABOVE. 3. CONDUITS SHALL NOT BE RUN HORIZONTALLY IN WALLS. 4. NO CONDUITS ARE ALLOWED WHERE TOW BARS ARE IN A CELL. 5. 'D' SHALL BE BASED ON THE LARGER DIAMETER OF THE TWO CONDUIT SIZES. M I N3D C L R 1 1 / 2 " D CMU WALL & REBAR PER PLAN 1" COMPRESSIBLE JT MATERIAL AND SEALANT PER SPECS BOUNDARY REINF PER -/- STOP REINF AT JOINTS WATERSTOP BELOW GRADE WATER PROOFING PER ARCH'L DWG'S NOTES: 1. SEE PLAN FOR LOCATION. 2. STACKED BLOCK AT JOINT FROM FOUNDATION TO TOP OF WALL. BOUNDARY REINF PER -/- AT CORNERS No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:26 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-700 MASONRY WALL TYPICAL DETAILS SCALE:1" = 1'-0"4 SLOPED CHORD REINFORCING AT TOP OF WALL SCALE:1" = 1'-0"3 TYP CMU WALL INTERSECTIONS AND CORNERS SCALE:1" = 1'-0"1 TYPICAL REINFORCING LAP SPLICE FOR MASONRY WALLS SCALE:1" = 1'-0"10 VERTICAL BAR POSITIONER SCALE:1" = 1'-0"7 TYPICAL BOLT EMBEDMENT IN CMU WALLS SCALE:1" = 1'-0"6 TYPICAL VERTICAL CONDUITS IN CMU WALLS SCALE:1" = 1'-0"5 CONTROL JOINT IN MASONRY RETAINING WALL JPR TMc 540-7A JASON S. GELDERT 4744 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 I, /////////// / / / / / / / / / / V / / /1/ / (\1----------------------------------------------J 1---------- "/////////////////////////////_// cc===~~ 0 0 I~~ v • i /;/////////////////////! // -1 -11-, '/ / .,-/ / / / / / / / / / / / / / / / / / / / / / / / / / / 0 0 ·~ 0 /.Y////)'./////////////////////// " _ _J IC _ =1 u=-1_l_LJ ~ ////////////////////////////// V o o I -------r n o I / V///VVVVVVVVVVVVVVVVVVVV;:vvvvvv ✓ / 7 -Vvf --, ' _fl/_: __ .--. ;:; r--~ ,;,, (\1------------------------J \ ,,..~\ \ \ , / \ /.,/ ,...~ I I / I / / J I \, 0, ,-...,,....,..../,t n ____________ _ J ,-/ -, .,,,,,,,,,- ; / / ..., ,.,.,,.---,,,-= / I I I I I I / A I..:... "'"--' // f ~-/1 -</ ~ ~ ii ~ ~ TIT~ 17 I ' l II I I r," I I I I I I / I I (\ -,, I/ I 'i-. / Li V -bL \__,) / / ' V V V I I I V I ' ~ ~ I ' / -I I/ ' / • ~ ' " I \ ",, ' , = I '•, .. - ~ ' I I A bJ V • ~ ,,. , I, ' -I / ! ol ', ,, ·r-i ~-! / ',\_ y ,/ I r / I I , I I / I / '/ I I • ' I I\ "' , u I r •• •. -. J" ' < ~ / CD V ,, I I / I / I I I / ', = ,, I / / / / ,/ " A / V n ______________ _ j /\,___ _____________ _ \.. j A / _V _, I/ / 'I/ :::..-------" c- / I/ /// - ·v / - --~ ,' ,, 1,/1_ 1_1=.,,,~. =,:j::1) ~ \ / /· 0 / __ ,, I/ / / / I/ /, / / . I/ , , / / -· A ·' V r ' V V , -,, ' --,./ , , - I I n---------------------J r\1----------------------\. J I I D D ,. ,. I II , ., /~; ~~~- /// I <t.,:\\ •/ / / , 1 \' , f / / /' , ; ,I I I I•· • _•_·1 :1: I • I/ 1/ \.i::,:>1,, ' I i'./[.,-,·'(!Jif_'_'.,,·e ,,C,,,------+----------------------+----+---+----+---_, \ \, // Jlc1 f--------+-----------------------+----+----+----+----1 \~ " / • I ~"-~-~---:-~·___.,/:; {/ I Tim (j_,.,.,.,,,tt F'-"- I I I I I RETAINING WALL: E SCHEDULE H t W D "F1" "F2" W 6" D H LA P P E R "t" "0" BAR "F2" BAR "F1" BAR 3" 2 1/4" TO #4@24" @8" WALL #5@24" @10" WALL 3'-0"8" 2'-0"(3) #5 3" C L R #4 CONT T.O.W. PER CIVIL DRAINAGE REQUIREMENTS PER "0" BAR 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 8" 8" 8" 8" 8" 10" 3'-0" 3'-6" 4'-6" 5'-6" 6'-0" 6'-6" (3) #5 (3) #5 (4) #5 (5) #5 (6) #5 (7) #5 15" 15" 15" 18" 20" 20" 20" #4@12" #4@12" #4@12" #5@12" #5@12" #6@12" #6@12" "0" BARS #4@24" #4@24" #4@24" #5@24" #5@8" CL BAR (6" MIN) PER ARCH CMU, SOLID GROUT ENTIRE WALL EDGE OF TOE 1 CS -70 0 WHERE FOOTING DOWEL IS NOT ALIGNED WITH STEM (V) REINF, PROVIDE 1.3xLAP 1' - 0" MIN I 5 WATERPROOFING WHERE REQ'D PER ARCH GUARDRAIL PER ARCHITECT, WHERE OCCURS FLATWORK WHERE OCCURS ADD'L (2) #4 x 2'-0" @ 8" CNTR'D ON GUARDRAIL POSTS (CONTRACTOR TO COORD w/ POST LOCATIONS) d W D LAP PER "O" BAR (3) #5 CONT MIN 1' - 0" T.O.W. PER CIVIL 8" CMU, SOLID GROUT ENTIRE WALL DRAINAGE REQUIREMENTS PER B b "M" BAR (2) #4 CONT 1 CS -70 0 SCHEDULE H 3'-0" 4'-0" 5'-0" T 8" 8" 8" W 2'-6" 3'-0" 3'-0" D 15" 15" 18" b - - 12" d - - 12" "F1" (3) #5 (3) #5 (4) #5 F.G. PER CIVIL 2 1 B - - 1'-0" 1' - 0" KEY NOT REQUIRED AT RETAINED HEIGHTS ≤ 5'-0" #4@24" 7'-0" 8'-0" 9'-0" 8" 8" 10" 4'-6" 5'-6" 6'-6" 24" 24" 24" 12" 16" 16" 16" 20" 24" (5) #5 (6) #5 (7) #5 2'-0" 3'-3" 4'-2" 6'-0" 8" 3'-6"18" 12" 12"(4) #51'-6" STRAIGHTEN "F2" BAR WHEN KEY DOES NOT OCCUR WHERE CURB OCCURS OVER TOE, EXTEND CURB DOWN TO TOP OF FOOTING w/ #4 EPOXY DOWEL @32" w/ 4" EMBED (6" MIN) PER ARCH H "BROW DITCH" WHERE OCCURS. SEE CIVIL FOR LOCATIONS "O" #4@48" #4@48" #4@32" "M" #4@24" #4@16" #5@16" #4@16" #4@24" #5@16" #6@16" #5@8" #6@8" #4@32" #5@16" 2 1/4" CLR WHERE FOOTING DOWEL IS NOT ALIGNED WITH STEM (V) REINF, PROVIDE 1.3xLAP #6@12" TYP 3" CLR 3" CLR "F1" BAR FINISH GRADE PER CIVIL I 5 WATERPROOFING WHERE REQ'D PER ARCH GUARDRAIL PER ARCHITECT, WHERE OCCURS 10'-0"10"6'-6"27" 18" 27"(8) #54'-2"#6@16" #6@8" "t" ADD'L (2) #4 x 2'-0" @ 8" CNTR'D ON GUARDRAIL POSTS (CONTRACTOR TO COORD w/ POST LOCATIONS) . PIPE PENETRATION THROUGH KEY, WHERE OCCURS. SEE FOR ADDITIONAL INFO. 9 CS-600 d W D LAP PER "O" BAR (3) #5 CONT MIN 1' - 0" T.O.W. PER CIVIL 8" CMU, SOLID GROUT ENTIRE WALL DRAINAGE REQUIREMENTS PER B b "M" BAR (2) #4 CONT 1 CS -70 0 SCHEDULE H 3'-0" 4'-0" 5'-0" T 8" 8" 8" W 2'-0" 2'-6" 3'-0" D 15" 15" 18" b - - d - - "F1" (3) #5 (3) #5 (4) #5 FLAT WORK WHERE OCCURS B - - 1' - 0" KEY NOT REQUIRED AT RETAINED HEIGHTS ≤ 5'-0" #4@24" 7'-0" 8'-0" 9'-0" 8" 8" 8" 4'-0" 3'-9" 4'-3" 24" 24" 24" 12" 12" (5) #5 (6) #5 (7) #5 2'-9" 2'-3" 6'-0" 8" 3'-6"18"(4) #5 STRAIGHTEN "F2" BAR WHEN KEY DOES NOT OCCUR (6" MIN) PER ARCH H "O" #4@48" #4@48" #4@32" "M" #4@24" #4@24" #4@16" #4@24" #5@16" #5@16" #6@16" #5@8" #4@32" #5@24" 2 1/4" CLR WHERE FOOTING DOWEL IS NOT ALIGNED WITH STEM (V) REINF, PROVIDE 1.3xLAP #6@12" TYP 3" CLR 3" CLR "F1" BAR BOTTOM OF BIORETENTION BASIN WHERE OCCURS I 5 WATERPROOFING WHERE REQ'D PER ARCH GUARDRAIL PER ARCHITECT, WHERE OCCURS 10'-0"10"4'-10"27"(8) #52'-10"#6@16" #6@8" "t" ADD'L (2) #4 x 2'-0" @ 8" CNTR'D ON GUARDRAIL POSTS (CONTRACTOR TO COORD w/ POST LOCATIONS) . 11'-0"10"5'-4" - - - 3'-4"27" - - - - - - 12" 12" 12" 12" 12" 18" #4@24" #6@8"(8) #5 #6@16" PIPE PENETRATION THROUGH KEY, WHERE OCCURS. SEE FOR ADDITIONAL INFO. 9 CS-600 RETAINING WALL: D, H SCHEDULE H t W D "F1" "F2" W D H LAP PER "t" "0" BAR "F2" BAR "F1" BAR 3" #4@24" @8" WALL #5@24" @10" WALL 3'-0" 8" 2'-0"(3) #5 3" CLR #4 CONT T.O.W. PER CIVIL DRAINAGE REQUIREMENTS PER "0" BAR 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 8" 8" 8" 8" 8" 8" 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" (3) #5 (3) #5 (4) #5 (5) #5 (6) #5 (7) #5 15" 15" 15" 18" 20" 20" 20" #4@12" #4@12" #4@12" #5@12" #5@12" #6@12" #6@12" "0" BARS #4@24" #4@24" #4@24" #5@24" #5@16" #6@16" #6@8" CL BAR (6" MIN) PER ARCH CONCRETE WALL PER PLAN EDGE OF TOE 1 CS -70 0 WHERE FOOTING DOWEL IS NOT ALIGNED WITH STEM (V) REINF, PROVIDE 1.3xLAP MIN 1' - 0" I 5 2 1/4" TO 6" WATERPROOFING WHERE REQ'D PER ARCH GUARDRAIL PER ARCHITECT. WHERE OCCURS FLATWORK WHERE OCCURS ADD'L (2) #4 x 2'-0" @ 8" CNTR'D ON GUARDRAIL POSTS (CONTRACTOR TO COORD w/ POST LOCATIONS) . No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:27 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-705 MASONRY RETAINING AND SITE WALLS SCALE:N.T.S.8 MASONRY RETAINING WALL 1:1 BACKSLOPE SCALE:1" = 1'-0"6 MASONRY RETAINING WALL 2:1 BACKSLOPE WITH KEY SCALE:1" = 1'-0"7 MASONRY RETAINING WALL 1:1 BACKSLOPE RETAINING WALL: A,B,I,J,K,L,N SCALE:1" = 1'-0"5 CONCRETE RETAINING WALL 1:1 BACKSLOPE JPR TMc RETAINING WALL: C, M 540-7A JASON S. GELDERT 5'-6"3'-6"24" 5'-0"3'-0"24"14" 4'-6"2'-6"21" 4'-0"2'-0"21" 2'-6" 3'-2" 4'-0" #6@8" #6@16" 4745 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 ----...._ ------------ ------- \\ < < I r-I / 8 I / / I / ~ ~ 0 ~ I / / -i / / 0 0 . " / l f\,___ _____________ _ " ) ___ ,,,-- / / V / V V V /v ____ / I/ ~\ V \ V I/ - V I/ 11 ../.) ---- .,,.,,/ ,,,,.- /.,/ ,,,.,,/ r------- 8 ...__., f\1-----------------------J I --1 \ / / / \\ \ --1=-----~ 11 V v 11 V V --11 v V - V - 11 - I I /,,,--~ I I J L r I I / ----------7 0 r----------_J I ii / ~ I , / I /,... -/ [.,/ V I ii / /. _/_,, ;I /I .,,.,,.,,,.,- // I _,,,,/ ; I-"' 11 I ii ii /I / / ,,, . .--- / ~: / 1 ~0uo y / -'1 / '-' '·· '·"'--~ '" ---" --~ '"'-['. 8 ----e-----------~------e---------B------0----,.L/::::l==::t/ I / // // ,,..,. ./ ------- 11 11 I/ v. V V V / (\ _____________________ _ \. J (\,___ ___________ _ \. J I I ,. ,. I II --- /~; ~~~-"=====================::::: //ii <t,/\\ ,. f (; 1-/v ;y '1 C---------+-------------------+----+----+----+-----l I r.u ..... ~~a~--~tt",.~,,~-----------____ _ '""~'-----:: / j e----~--+--~---l L ____ -cc -cc _=_cc_c.JI '----------• cl ____ _,I 5' - 6" MAX 4' - 6" 2 1 4' - 0" 5' - 6" MAX 2 1 6' - 0" MAX 5' - 0" CMU RETAINING WALL PER DETIAL 8 CS-706 CMU RETAINING WALL PER DETIAL 8 CS-706 CMU RETAINING WALL PER DETIAL 8 CS-706 2 1 NOTE: FOR WALL AND FOOTING INFO NOT NOTED, SEE WALL 'G' WALL 'F' WALL 'E' 8 CS-706 GUARDRAIL PER ARCHITECT, WHERE OCCURS NOTES: 1. SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN. 2. SEE CIVIL DRAWINGS FOR: a. FINISHED GRADE ELEVATIONS b. TOP OF WALL ELEVATIONS c. WALL PROFILES d. TOP OF FOOTING ELEVATIONS WHERE NOT INDICATED ON CS SHEETS. 3. CONTRACTOR TO VERIFY THAT THE BOTTOM EDGE OF FOOTING IS A MINIMUM OF 7'-0" HORIZONTALLY FROM EDGES OF SLOPE. WHERE FOOTING ELEVATION NEEDS TO BE OWERED TO ACHIEVE AFOREMENTIONED "DAYLIGHTING" REQUIREMENT, KPFF SHALL BE CONTACTED FOR REVIEW PRIOR TO EXCAVATION OF FOUNDATIONS AND PLACEMENT OF STEEL. 4. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER 5 CS-700 WIDTH PER 6" #6@12" (4) #6 #4@24" (2) #4 CONT 1' - 6" 5 CS-706 5 CS -70 6 #6@16" T.O.W. PER CIVIL DRAINAGE REQUIREMENTS PER 2 1 CL BAR 8" CMU, SOLID GROUT ENTIRE WALL 2 1/4" TO RETAINING WALL: F, G "BROW DITCH"WHERE OCCURS. SEE CIVIL FOR LOCATIONS (6" MIN) PER ARCH MAX HEIGHT PER 1 CS -70 0 WHERE FOOTING DOWEL IS NOT ALIGNED WITH STEM (V) REINF, PROVIDE 1.3xLAP 3" CLR #6@16" EDGE OF TOE MIN 1' - 0" CLR 3" 1' - 0" 1' - 6" LAP PER I 5 GUARDRAIL PER ARCHITECT, WHERE OCCURS ADD'L (2) #4 x 2'-0" @ 8" CNTR'D ON GUARDRAIL POSTS (CONTRACTOR TO COORD w/ POST LOCATIONS) No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:27 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-706 MASONRY RETAINING AND SITE WALLS SCALE:1/2" = 1'-0"5 TERRACED RETAING WALLS SCALE:1" = 1'-0"8 MASONRY RETAINING WALL 2:1 BACKSLOPE JPR TMc 540-7A JASON S. GELDERT 4746 NF SDP2021-0029 DocuSign Envelope ID: CE84A1C8-57FB-45D4-8A8F-8F7164F21CEC 7/21/2023 A -.____,, Ill 111-• ~-I I -I I -111 _I _111~ 1-_-_I -11-1 =-I I · " 111, -Ii' 11-1 H -.____,, A '-----' H ~ - l,.....++- 1 ◄ Iii. t,,,,,11, I, I I, • I, H -.____,, h ' 11 ,,,-\ / \ II~ \ I I .- ', \ I I 1 \\ I I / \ /I 'JL1_ / v n'\ r. -/-- -,__ v ' - --~- -'c-' --------,~·J11. · ; w-1 $ :; :t:=~ "Lr"n-1 1F1 ~--__ _ , __ _ L, I,'---.,.--,,,- I/ r, .,,,,,,, -., I, r, __ ,,, ,,,,- , 1,, L _,/ \ L, _o r, ,,,., .. / \ r .. " \ I, r -L. ,/- L I, // ,_ ~\ \; /// ,_ / \ L / , ,_ I '-~/ \\,~ :; ·-. [; /r- 1 i .~ [)✓ I /J; _o :; I ,,,./ -,I, / -. //11--1!/ -[; A -I I IW-It;·_.·· !: r! . I --.. L . -+-------+-----·-,i'---__J;;l ,o I, . ...--.!L.J· I/ / I I 0 H '-----' 8 ' -. . -; / -- -- ~ __ _LI =I _____t F==~===t=±=============tl=f=+=l----i~==t=t-□ f~~.---~=-~~\ t=F=~=+±=================-t-F=l=++~~-= r=='-=====~D= I(! /!/\11 \ f---- 1 /. I•/ i/;'r/ '1 1 ;\i ,1,/'"! , ,/ 1/ \\*\,_/ ,., I i ) _,-,··i? f1/4 1 , \ \ ,/ IJ 1,./ / ,,, \ '-// /,;I ~ "-~ / / // ~"------~~----~-~-//~ {/ I r..., eMMla ,,,,, I I I I I HARDSCAPE SLAB BEYOND 8" CMU, FULLY GROUTED WALL PER PLAN PEDESTRIAN BRIDGE ABUTMENT BY OTHERS PERPENDICULAR RETAINING WALLS PER TYP5 CS-706 2 1 2 1 EXTEND FOOTING TOE AS REQUIRED SUCH THAT HEEL SIDE OF KEY ALIGNS WITH PERPENDICULAR WALL END FOOTING DOWEL MATCH VERT BAR AND SPACING #4@24" FINISHED GRADE PER CIVIL, TYP #5 (V) @16", 2" CLEAR TO NEAR SIDE FACE OF WALL 8 CS-706 PROVIDE DOWELS AT FOOTING INTERSECTION PER 4 CS-600 PREFAB BRIDGE BY OTHERS #5 @ 12" ADHESIVE DOWEL TO TOP OF ABUTMENT FOUNDATION w/ MIN 6" EMBED 1' - 6" 1' - 6" (2) #4 CONT 8" C.I.P. CONC WALL, TYP #4 @ 24", TYP #5 @ 12" w/ STD HOOK T&B DOWEL TO MATCH VERT WALL REINF SIZE AND SPACING TYP #5 @ 12", TYP #5 @ 12" #5 @ 8" TERRACED WALL FOOTING PER PLAN AND SHEET CS-706, TYP NOTES: 1. SEE GENERAL NOTES AND TYPICAL DETAILS FOR INFORMATION NOT REFERENCED. TYPICAL DETAILS SHALL BE FOLLOWED WHERE APPLICABLE, WHETHER OR NOT REFERENCED ON PLAN. 2. SEE CIVIL DRAWINGS FOR: a. FINISHED GRADE ELEVATIONS b. TOP OF WALL ELEVATIONS c. WALL PROFILES d. TOP OF FOOTING ELEVATIONS WHERE NOT INDICATED ON CS SHEETS. 3. CONTRACTOR TO VERIFY THAT THE BOTTOM EDGE OF FOOTING IS A MINIMUM OF 7'-0" HORIZONTALLY FROM EDGES OF SLOPE. WHERE FOOTING ELEVATION NEEDS TO BE OWERED TO ACHIEVE AFOREMENTIONED "DAYLIGHTING" REQUIREMENT, KPFF SHALL BE CONTACTED FOR REVIEW PRIOR TO EXCAVATION OF FOUNDATIONS AND PLACEMENT OF STEEL. 4. PROVIDE CONTROL JOINTS AT EVERY 100'-0" PER 5 CS-700 T.O.W. PER CIVIL T.O.F. PER PLAN T.O.W. PER CIVIL T.O.F. PER PLAN GEOFOAM PER NOTE 7 OF CONCRETE NOTES, SEE SHEET CS-002 (FILL VOIDS w/ PEA GRAVEL) 8" CMU, FULLY GROUTED WALL, REINF PER 7 CS-700 FINISH GRADE PER CIVIL SOIL OVER TOP OF FOAM, 1'-0" MIN, w/ MIRAFI 140N FILTER FABRIC BARRIER PER GEOTECH HARDSCAPE PER CIVIL CMU WALL PER PLAN FOUNDATION PER PLAN, SEE PLAN FOR FOOTING STEP PER WALL CORNER DOWELS PER 3 CS-700 8 CS-706 PERPENDICULAR RETAINING WALL PER PLAN AND 5 CS-706 DOWELS INTO FOOTING TO MATCH FOOTING REINF SIZE #4 DOWEL @18", CNTR'D IN WALL AND SLAB, TYP 18" "t" + 24" 8 CS-600 DRAINAGE REQUIREMETS PER I 5 TYP WATERPROOFING PER ARCH, TYP NOTES: 1. CONTRACTOR TO PROVIDE BRACING OF THE RETAINING WALLS CONTAINING GEOFOAM FILL, DESIGNED BY OTHERS, UNTIL GEOFOAM AND PEA GRAVEL HAVE BEEN PLACED. CONTRACTOR TO BACKFILL SOIL RETAINED SIDE OF WALLS WITH COMPACTED FILL IN 4'-0" LIFTS (MAX) AFTER GEOFOAM AND PEA GRAVEL HAVE BEEN PLACED AT BACKFILL HEIGHT ON NON-SOIL RETAINED SIDE OF WALL GEOFOAM. No. S5383 ST A TE OF CA L I F O R NIA REGISTE R E D P R OFESSIONAL E N G IN EER S TRUCT U R A L AARON PEBLEY "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE CITY OF CARSLBADSHEET GR2022-0049 SDP 2021-0029 APPROVED:JASON S. GELDERT LOTS 21 & 22 IONIS PHARMACEUTICALS ENGINEERING DEPARTMENT SHEETS ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 PROJECT NO.DRAWING NO.DWN BY: CHKD BY: RVWD BY: PRECISE GRADING PLANS FOR: 3131 Camino Del Rio North Suite 1080 San Diego, CA 92108 Tel 619.521.8500 Fax 619.521.8591 KPFF PROJECT #2100173 SHEET DWG 514-7A DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL CITY APPROVALOTHER APPROVAL 6/2/2023 12:51:28 PM Autodesk Docs://Ionis - Cold Shell/2100173 - Ionis Site Plan_S22.rvt CS-707 MASONRY RETAINING AND SITE WALLS SCALE:3/8" = 1'-0"5 WALL ELEVATION SCALE:3/8" = 1'-0"7 SECTION @ BRIDGE RAMP JPR TMc 540-7A JASON S. 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