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Home My WebLink AboutDWG 540-7C; SDP 2021-0029; IONIS PHARMACEUTICALS; 01-15TITLE SHEET SDP2021-0029GR2023-0016 1. CABLE TENSION 2. CABLE CONNECTION 3. WELD PLATE 4. CONNECTION TO ABUTMENT 5. ABUTMENT EXCAVATION 6. STRUCTURAL CONCRETE FOR ABUTMENT 7. BAR REINFORCING STEEL FOR ABUTMENT 8. CONTINUOUS SPECIAL INSPECTION FOR ALL GROOVE WELDS AND FILLET WELDS OF 116" AND LARGER, AND PERIODIC SPECIAL INSPECTION FOR ALL FILLET WELDS OF 14" AND SMALLER THE OWNER OR ENGINEER IN RESPONSIBLE CHARGE, ACTING AS OWNER'S AGENT, SHALL EMPLOY ONE OR MORE AGENCIES OF THE BRIDGE AND ABUTMENTS DURING CONSTRUCTION. SPECIAL INSPECTIONS DESCRIPTION DWG.NO.SYMBOL RIGHT-OF-WAY LOT LINE EXISTING CONTOUR LIMIT OF GRADING R/W SETBACK LINE 293 LEGEND xx CHAD S. McDONALD 1962 HOWELL MILL RD NW, STE 210, ATLANTA GA. 30318 (866) 258-3401 2024-06-13 2024-06-13 Lauren Krause 6/3/2024 NFNF JW 15 APPROVED: JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 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/CATIONS 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. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM SCATES OF BN BUILDERS AT /858) 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 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE 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 CONSTRUCT/ON 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 IN CORPORA TED 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 GE RMI NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. REFERENCE DRAWINGS CITY OF CARLSBAD ORA WINGS: -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 -No. 540-7 -IONIS PHARMACEUTICALS IMPROVEMENT PLANS -No. 540-7 A -IONIS PHARMACEUTICALS LOTS 21 & 22 GRADING -No. 540-7 B -IONIS PHARMACEUTICALS CONFERENCE CENTER REVISIONS 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 AUTHORIZA T/ON LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STA TING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE FIRE PREVENTION ORD/NATION, 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. POTHOLE NOTE!!! CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION OF PROPOSED UTILITIES ..... I e Know what's below. Call before you dig. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THECITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: BRIDGE BROTHERS BY: __ ____;,__(P_)/i_rD_Jl __ _ DATE: _____ _ CHAD S. McDONALD R.C.E. NO. 73479 REGISTRATION EXP/RATION DATE: SOILS ENGINEER'S CERT/FICA TE I, EMILIO ALVARADO, A REGISTERED CIVIL ENGINEER OF THE STA TE 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 DA TE OF 10/2021 AND 0 1/2023 TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: EMILIO ALVARADO DA TE 03-05-2024 FIRM: GE OCON, INCORPORATED 6960 FLANDERS DR SAN DIEGO, CA 92121 (858) 558-6900 R.C.E. 66915 OWNER'S CERT/FICA TE . I HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR GEOLOGIST HAS BEEi/ OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACnVITY AND ADVISE ON mE COMPACTION AND STABILITY OF mis SITE. IF THIS PROJECT/ DEYELOPMENT IS SUBJEC; TO A STA TE-REGULA TED SWPPP. I ALSO AGREE A QUAUFIEDSWPPPPRAC 7fONEn -)HASBEENORl~iLLBERJTAINEDTO SUPERVI E IMPLEMENTATION OF THE SWPPP IN A CO! JANCE ~ 'THE CALJFORNIJ, •cpnu ""DER~D M Nl~AL 'ER.14!,T, LA TEST VERSION.. _/ _ -,"I I • ~ --• ..,. r OWNER'S NAME I TE Lots 21 & 22 (DE) LLC. 450 PARK AVE, 9TH FLOOR NEW YORK, NY 10022 /646) 376-3100 (PRINTED NAME) EARTHWORK QUANTITIES CUT QUANTITIES 330 CY FILL QUANTITIES 80 CY EXPORT 250 CY NOTE: DATE THE GRADING QUANTITIES ABOVE ARE AN EST/MA TE FOR PERMITTING PURPOSES ONLY. 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 DRAWINGS & IN CONFORMANCE WITH THE PROJECT'S GEOTECHNICAL REPORT & SUBSEQUENT UPDATE LETTERS. POST-CONSTRUCTION BMP TABLE STORM.WATER REQUIREMENTS THAT APPLY: □ STANDARD STORMWATER REQUIREMENTS IZI PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMODIFICATION? □ YES (SEE SWQMP FOR DOCUMENTATION) IZI NO TYPE I DESCRIPTION I OWNERSHIP EXEMPT FROM TRASH CAPTURE? DYES IZI NO I MAINTENANCE I SHEET AGREEMENT NO. MAINTENANCE FREQUENCY REFERENCE DRAWING 540-7A FOR BMPs ON LOTS 21122 REFERENCE DRAWING 514-7A FOR BMPs ON PARCEL 1 OF MAP 21705 (CONFERENCE CENTER) CHAD S. McDONALD, PE CALIFORNIA PE NO. 73479 ENGINEER OF WORK ..-.:-:·: CITY OF OCEANSIDE HIGHWAY 78 ~ ~ "' ';l- NOTTO SCALE PACIFIC OCEAN ) • VICINITY MAP CITY OF ENCINITAS .. , .... ,,,,,,,,, .. , .... ,,,,,,,,, .. , .... ,,,,,,,,, .... --- ------- ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. ' CITY OF CARLSBAD STANDARD ORA WINGS. " AS MODIFIED BY CITY OF CARLSBAD STANDARD DRAWINGS. NOTE: ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY; THE CONTRACTOR 7S'RESPONSIBLE FOR THEIR OWN INDEPENDENT QUANTITY & MATERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS INDICATED ON THESE DRAWINGS. WORK TO BE DONE THE PROJECT CONSISTS OF THE CONSTRUCTION OF BRIDGE ABUTMENTS, PLACEMENT OF THE PREFABRICATED BRIDGE, PLACEMENT OF THE CONCRETE DECK SURFACE, INSTALLATION ON GUARDRAILS, PLACEMENT OF CONDUITS BETWEEN FACILITIES TO BE PLACED UNDER THE BRIDGE DECK AND BRIDGE LIGHTING. OTHER PROJECT WORK SHALL BE PER THE APPROVED GRADING PLANS AND LANDSCAPE PLANS FOR LOTS 21 & 22 AND THE IMPROVEMENT PLANS AND LANDSCAPE PLANS FOR 2850 GAZELLE COURT.. ALL 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 DA TED 06/22/2023. LETTERS & RESPONSES DA TED 9/25/2023 & 12/20/2023 7. SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN, PREPARED BY PLSA DA TED JANUARY 2023. WDID NO. 9 C 9 37C401066. 9. STORM WATER QUALITY MANAGEMENT PLAN, PREPARED BY PLSA DATED APRIL 2023. 10. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL INDEX OF SHEETS 1 ........... TITLE SHEET 2 ........... SITE PLANS AND STREET ELEVATION 3 ........... COVER PAGE 4 ........... SHIPPING LIST 5 .......... .PROJECT OVERVIEW I SHIPPING 6 ........... SPLICE DETAILS 7 ........... BOM 8 ........... TRUSS LAYOUT PROJECT ADDRESS INTERSECTION OF WHIPTAIL LOOP & GAZELLE COURT CARLSBAD, CA 92010 OWNER Lots 21 & 22 (DE) LLC. 450 PARK A VE, 9TH FLOOR NEW YORK, NY 10022 (646) 376-3100 9 ........... FLOOR LAYOUT 10 ......... RAILING LAYOUT 11... ...... DECKING LAYOUT 12 ......... SPLICE LAYOUT 13 ......... BEARING LAYOUT 14 ........ ABUTMENT DETAILS PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S): 209-120-23--00, 209-120-24-00, 209-120-27--00 LEGAL DESCRIPTION LOTS 21 & 22 LOTS 21 & 22 OF CARLSBAD TRACT NO. 97-13-03, LEGAL DESCRIPTION LOT 25 PARCEL 1 OF PARCEL MAP 21705, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA, ON AUGUST 1, 2019 AS DOCUMENT 2019•7000285 OF OFFICIAL RECORDS. 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 BENCHMARK THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COO RD I NA TE SYSTEM, NAO 83 (CCS83), EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STA T/ONS 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 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) IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. DESCRIPTION EXISTING IMPROVEMENTS DWG.NO. SYMBOL EXISTING WATER.,,, .. , ....... ,,,,,, .. , ......................... ,, ----W- EXISTINGRECYCLED WATER ....................................... __ _ RW EXISTING SEWER..,.,.,,,, . ., ..... .,,.,,,, . ., ..... .,,.,,,, . ., ..... _ -s - EXISTING STORM DRAIN. , , , . , .... , ...... , , , . , .... , ...... , , , . , .... , , __ _ SD EXISTING SEWER MANHOLE,,,,,,,,, .... , .. ,,,,,,,,, .... , .. ,,,,,,,,----< EXISTING WATER METER ........................................... . ~ EXISTING FIRE HYDRANT.,.,.,,,,,,,, ... .,.,.,,,,,,,, ... .,.,.,,,,,,, IXXI EXISTING WATER VALVE. ...... ,,,,,,,,,, ...... ,,,,,,,,,, ...... ,,,,,, ® EXISTING STREETLIGHT,,,, ....... ,,,,,,,,, ....... ,,,,,,,,, ....... ,, ~ EXISTING MONUMENT (PROTECT IN PLACE) .. , .... , .. , , , , , , .. , .... , .. , • EXISTING IRRIGATION WATER SERVICE .... , .. , , , , , , , , , .... , .. , , , , , , , _____ _ - CD •~s BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE f---+--+--------------+----1---1----1---11 stt tE.ET l __ c_,_T-'v"'-=o=F=C=A::..:_R::..:.:L=s::c..:___a_A_o___JI SHEETS I ENGINEERING DEPARTMENT DATE DATE INITIAL DATE INITTAL DATE INJTTAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL BRIDGE PLANS FOR: JONIS PHARMACEUTICALS OWNBY: CHKDBY: RVWDBY: LOTS 21 & 22 RCE63912 EXPIRES 9130/24 PROJECT NO. SDP2021--0029 DATE DRAWING NO. 540-7C MI N I M U M C L E A R A N C E MINIMUM CLEARANCE VANVAN I I P R O P O S E D 3-L E V E L P A R K I N G S T R U C T U R E U N D E R S E P A R A T E P E R M IT PROPOSED 3-LEVEL LAB / OFFICE BUILDING EXISTING CONFERENCE CENTER G A Z E L L E C O U R T W H I P T AI L LOOP 38'-0" LOT 24 LOT 20 PARCEL 1 MAP 21705 LOT 21 LOT 22 2 2 PROPOSED BRIDGE. SEE ENLARGEMENT 2 3 SEE ATTACHED SHEETS FOR BRIDGE CONSTRUCTION INFORMATION SEE CIVIL GRADING PLANS 540-7B FOR RETAINING WALLS, GRADING, UTILITY INFORMATION SEE CIVIL GRADING PLANS 540-7A FOR RETAINING WALLS, GRADING, AND UTILITY INFORMATION CENTERLINE OF BRIDGE 1 0'- 3 7 / 8 " 8'- 0 " 2 3'-0 " 9'- 1 2 1 5 / 2 5 6 " 1 0'- 0 " W H I P T A I L L O O P EXISTING CONFERENCE CENTER PROPERTY PARCEL 1 MAP 21705 LOT 21 & 22 PROPERTY 4 2 EXTENT OF ABUTMENT BELOW EXTENT OF ABUTMENT BELOW EXISTING 36" RCP SD PER DWG. NO. 415-9J PROPERTY LINE PROPERTY LINE EXISTING UTILITY TO BE RELOCATED. SEE CIVIL GRADING PLANS 540-7B 415 420 410 405 410 415 420 425 G A Z E L L E C T R / W 7 2 ' - 0 " 9 '- 0 " 8'- 6 1 / 8 " EXISTING 8" PVC RW PER DWG. NO 415-9J EXISTING 8" PVC SEWER PER DWG. NO 415-9J EXISTING 16" 10 GA STEEL WATER PER DWG. NO 415-9J EXISTING IRR CABINET. REMOVE AND REPLACE EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK TO REMAIN SITE DISTANCE CORRIDOR PER MAP 21705 EXISTING IRR BOXES TO REMAIN S D ABUTMENT DRAIN. CONNECT TO STORM PER DWG 540-7B S D CONNECT TO STORM PER DWG 540-7A 41 0 41 5 42 0 WHPTAIL LOOP STA 30+39.08 (44.79' LT) WHPTAIL LOOP STA 30+41.38 (0.06' LT) WHPTAIL LOOP STA 30+43.97 (44.66' RT) LIMIT OF REMEDIAL GRADING LIMIT OF REMEDIAL GRADING x x x x x x x x x x x x x x x x x x x x x x x xxx x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x WHIPTAIL LOOP PROPERTY LINE AT LOT 22 PROPERTY LINE AT CONFERENCE CENTER BRIDGE ABUTMENTBRIDGE ABUTMENT MULTI-COLOR CMU TO MATCH EXISTING CAMPUS. PROPOSED PRIVATE PREFABRICATED PEDESTRIAN BRIDGE PAINTED TO MATCH METAL TRIM ON BUILDING WHIPTAIL LOOP EXISTING CONFERENCE CENTER PROPERTY LOT 21 & 22 PROPERTY PROPERTY LINE AT LOT 22 PROPERTY LINE AT CONFERENCE CENTER RIGHT OF WAY 72' - 0" BRIDGE ABUTMENT BRIDGE ABUTMENT PLAN PER PLAN PER 92'-2 7/8" PARCEL 1 MAP 21705 429.20 424.89 LI P O F G U T T E R 17 . 0 5 ' @ EXISTING ASPHALT PAVED STREET EXISTING CURB AND GUTTER EXISTING PLANTER STRIP EXISTING SIDEWALK 2' - 0 " DEPTH OF BEDROCK UNDERCUT (IF NEEDED) 1:1 SLOPE MAX, OR AS REQUIRED TO CONSTRUCT BRIDGE WING WALLS DEPTH OF BEDROCK UNDERCUT (IF NEEDED) 1:1 SLOPE MAX, OR AS REQUIRED TO CONSTRUCT BRIDGE WING WALLS 2' - 0 " 3' - 0" . REMEDIAL GRADING . REMEDIAL GRADING 2' MIN. FROM EXISTING GROUND SURFACE 3' - 0"REMEDIAL GRADING REMEDIAL GRADING 2' MIN. FROM EXISTING GROUND SURFACE 1:1 LINE OF INFLUENCE 1:1 LINE OF INFLUENCE EXISTING 36" RCP SD PER DWG. NO. 415-9J EXISTING 8" PVC RW PER DWG. NO 415-9J EXISTING 16" 10 GA STEEL WATER PER DWG. NO 415-9J EXISTING 8" PVC SEWER PER DWG. NO 415-9 EXISTING UTILITY TO BE RELOCATED. SEE CIVIL GRADING PLANS 540-7B 2 5 2 5 WATERPROOFING BY OTHERS BRIDGE ABUTMENT BY OTHERS 1' - 0" 4" PERF PVC MIRAFI 140N OR EQUAL 3/4" CRUSHED ROCK 1 CF/FT TOP OF FOOTING 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 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: SDP2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 GR2023-0016 SDP2021-0029 540-7C 15 OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" 2 CHAD S. McDONALD, P.E. CALIFORNIA P.E. NO. DATE ENGINEER OF WORK SCALE:1" = 100'-0"1 OVERALL SITE PLAN SCALE:1" = 10'-0"2 ENLARGED BRIDGE SITE PLAN SCALE:1" = 10'-0"3 BRIDGE ELEVATION SCALE:1" = 10'-0"4 BRIDGE SECTION SCALE:1 1/2" = 1'-0"5 DRAIN DETAIL AT BRIDGE ABUTMENT 73749 DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A 2024-04-03 NFNF JW JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 A ,j q " " q q ,j· " A <l q q A A J A q <l q q 4 A • q q □ 11 A •• q ' <l q / •. .. _,. r----... - 1- / / 1=F'-1~~===~~~--;--J-~· s" .... ~/ / 7/✓ ____ , / ,'.···••·····•·•·= 0 0 L 0 /' I I I I I I I I I I ,; ~ \ \ \ \ \ --~-----+-~~□ D ~===-===========--===::::; t-----+--------------+----jf--1---l-----11 =r""'""--"'e....,.....,,,,,.,,..a'lf'/o= .. --------__ _ t-----+---------------l-------l----1-----1----l =--=--=--=--=--=--=--=-=-=-=-=--~=======~-=-=-=-=-=-=-=-~ PROJECT # 10660 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: ,1,7,$/'$7( SHEETS APPROVED: DWN BY:CHKD BY:352-(&712DRAWING NO.'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/REVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE ENGINEER OF WORK SDP2021-0029 IONIS PHARMACEUTICALSLOTS 21 & 22 GR2023-0016 SDP2021-0029 540-7C $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" 2,824 10,7925,396 2,535 1,151 - WIND (@45.8 PSF) SEISMIC LOAD LIVE LOAD (@90 PSF) WALKWAY UNFACTORED REACTIONS THERMAL DEAD LOAD -16,560 -1,918 - Y(LBS)X(LBS) 1,151 --14,118 1,918 Z(LBS) - BRIDGE INSTALLED WEIGHT=~56,472 LBS; STEEL WEIGHT=~17,415 LBS THERMAL EXPANSION BASED ON SEASONAL TEMPERATURE VARIATION OF 120°F Y = VERTICAL LOAD @ EACH BEARING PLATE (4 TOTAL); POSITIVE Y VALUE REPRESENTS UPLIFT Z = HORIZONTAL LOAD @ EACH BEARING PLATE (4 TOTAL) X = LONGITUDINAL LOAD @ EACH FIXED BEARING PLATE (2 PER BRIDGE) VEHICLE LOAD (10000 LBS) - - -5,000 - -- OVERTURNING WIND (@20PSF)6,383 2,128 -- GENERAL NOTES 1. THE PRIMARY FUNCTION OF THIS STRUCTURE IS TO CARRY PEDESTRIANS, BICYCLISTS, & UP TO OCCASIONAL H-5 VEHICLES AS SPECIFIED IN AASHTO’S LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES 2. THIS STRUCTURE NOT DESIGNED FOR FLOOD LOADINGS 3.BRIDGE SHALL BE FABRICATED BY AISC CERTIFIED FABRICATOR; NO SPECIAL INSPECTION OUTSIDE OF AWS CODE REQUIREMENTS SHALL BE REQUIRED WITHIN THE SHOP 4. TAKE DISCRETION WHEN USING DE-ICING AGENTS ON BRIDGE STRUCTURES SO NOT TO VOID MANUFACTURER’S WARRANTY 5. BRIDGE BEARINGS SHALL BE CONSTRUCTED AT SAME LEVEL 6. ALL ITEMS SHOWN IN LOOSE-ITEM BOM ON S-2 SHALL BE SHIPPED LOOSE 7. ALL MECHANICAL SPLICE CONNECTIONS DESIGNED FOR SLIP-CRITICAL ; FIT UP SHALL BE TURN-OF-NUT PER AISC 348-14 DEFINITION. 8. BRIDGE SHALL BE CAMBERED PER THE CAMBER DIAGRAM 9. HSS SQUARE/RECTANGLE TUBE AND PIPE SHALL BE ASTM A500 GR B/C; MATERIAL SHALL BE DUAL CERTIFIED ASTM A500 GR B/C 10. ANGLE, BAR, CHANNEL, & FLAT PLATE SHALL BE ASTM A572 GR 50 11. W-SHAPES SHALL BE ASTM A992 12. DECKING SHALL BE 4500PSI-150PCF CONCRETE 5 IN. 13. SHOP WELDING SHALL CONFORM TO AWS D1.1-STEEL 14. DEBUR ALL EXPOSED WELDS WHICH MAY COME IN CONTACT WITH PEDESTRIANS 15. ALL ELECTRICAL AND LIGHT HARDWARE INSTALLATION AND DESIGN BY OTHERS IF REQUIRED 16. FRACTURE-CRITCAL PER AASHTO LRFD PEDESTRIAN MANUAL SECTION 8.2.3 SHALL BE WAIVED 17. ALL SEAMS SHALL BE SEAL-WELDED UNLESS OTHERWISE NOTED 18. ALL EXPOSED SURFACES SHALL BE BLAST CLEANED IN ACCORDANCE WITH SSPC-SP6 19. ALL EXPOSED SURFACES SHALL BE PAINTED USING TWO COAT SYSTEM, SW4008-SHERWIN WILLIAMS: MACROPOXY 646 ACROLON 218 20. ABUTMENT STRENGTH/DESIGN SHALL BE PERFORMED BY BRIDGE MANUFACTURER 21. SUPPLY OF ANCHORS & EPOXY SHALL BE BY OTHERS 22. ALL OPEN TUBE ENDS SHALL BE CAPPED 23. ALL STRUCTURAL JOINT SPACING MAY VARY PLUS/MINUS ONE INCH FROM THE DIMENSIONS SHOWN IN THIS DRAWING SET LOADINGS AND DESIGN CRITERIA 7+(3('(675,$1%5,'*(6+2:1+$6%((1'(6,*1('IN ACCORDANCE WITH THE FOLLOWING '(6,*167$1'$5'6$1' 63(&,),&$7,216:+(5($33/,&$%/('(6,*1&5,7(5,$127('0((7625(;&(('65(*8/$7,2162)7+(&$/,)251,$ %8,/',1*&2'( 1. AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2009 2. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2020, 9TH EDITION 3. AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, 2015, 1ST EDITION 4. AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN, 2011, 2ND EDITION 5. STEEL DECK INSTITUTE (SDI), C-2017 STANDARD FOR COMPOSITE STEEL FLOOR DECK-SLABS 6. AISC PART 16.1-2010 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 7. AISC 303-16 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES 8. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 9. AWS D1.1, STRUCTURAL WELDING CODE-STEEL, 2020 10. GUIDE TO STABILITY DESIGN CRITERIA FOR METAL STRUCTURES, 2010, 6TH EDITION 11. SEE CALCULATIONS PACKAGE FOR COMPLETE DESIGN CRITERIA; THIS STRUCTURE HAS NOT BEEN DESIGNED FOR FLOOD LOADING 90 PSF PEDESTRIAN LIVE LOAD 10000 LBS VEHICLE LOAD (H-5) 50 PLF RAIL LIVE LOAD; 200 LB RAIL POINT LOAD 96 MPH WIND LOAD 20 PSF OVERTURNING WIND SEISMIC DESIGN PER: 3*$ 6V 6 THIS TABLE FOR INTERNAL USE ONLY FINISH DECK SPLICE RAIL HANDRAIL SET PLT SCOPE PAINTED CONC YES CABLE NO UHMW DESIGN 0' 23'- 0" 46'-0" 69'-0" 92'-0" 1 5/16" 1 3/4" 1 5/16" BRIDGE CAMBER DIAGRAM 90 PSF 10,000 LBS 10660 LOAD PLATE SHALL BE PLACED RIGHT SIDE, EACH END SHEET DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 ILUW IL©JM Wl=IHIUtlLI= IL@til.@ I W¥AYJiYA'!/clbJlf'DcdJ\S]@lbJlf'@JtlhJ@!f'~c©@[liJi) I i----------+-----+---------+-------+-------+---------~□:::::::'...=I ========================:::::'...=I I~~ 1-----+---+-------------+----+--+-----+------1 I =r...,=e==...._ttfi,.._., _________ _ I-----------L------+----------------1 l-.---= -=JI ...__I _ ____.l .. 1 _____. ISOMETRIC VIEW EXPLODED VIEW WT (LBS/EA)QTYGRADESIZEMARKITEM 83102N/AN/ABRIDGE SECTION S1 2.44UHMW, BLKPLATE, 1/2"SETTING PLATES2 25.38N/AN/ASPLICE ASSEMBLYS3 .6137A325 HDG7/8" X 2"7/8" HEAVY HEX BOLTS4 .1146A436 HDG7/8"7/8" FLAT WASHERS5 8.726SS316 (Fy=4.5 k, 200lb Req. Tension)3/16"CABLE RAILS6 203ULTRABOND HYB-2CCN/AEPOXYS7 PROJECT # REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE 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 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE SDP2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 GR2023-0016 SDP2021-0029 540-7C 1 ADS OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" SHIPPING NOTE • ALL S ITEMS LISTED IN BOM ON SHEET S-2 ARE SHIPPED LOOSE S1 3 S2 S6 S6 S2 SHIPPING WEIGHT =~8,707 LBS SHIPPING WEIGHT=~8,707 LBS S3 Ø 10660 SHEET ENGINEER OF WORK 6+,33,1*/,67 DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 CII 1 ==II 11 ELEVATION VIEW DETAIL AA SETTING PLATE END VIEW AA PROJECT # 10660 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: ,1,7,$/'$7( SHEETS APPROVED: DWN BY:CHKD BY:DRAWING NO.'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/REVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE IONIS PHARMACEUTICALS LOTS 21 & 22 SDP2021-0029 540-7C $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" 92'-1" BRIDGE OVERALL LENGTH S2 S2 46'- 1/2" BRIDGE SECTION 46'- 1/2" BRIDGE SECTION 2'- 6" BACKWALL 1" TYP EXP GAP S1 S2 0'2 3/4" 8 3/4" 11 1/2" 0' 2" 1'- 1/2" 7'- 4" OVERALL BRIDGE HEIGHT P1 1/4" TYP TRANSITION PLATE PROVIDED BY OTHERS NEED DIRT/ROCK PROTECTION AT EXPANSION JOINT (DM SYSTEM HAS BEEN USED IN THE PAST- RATED FOR VEHICLE & PEDESTRIAN TRAFFIC) S1 S16'-6 7/8"S 6'-6 7/8"STYP 8' CLEAR 2" 4'-10" TOP OF DECK 7'-3 1/2" SHIPPING HEIG HT (DOES NOT INCLUDE SETTING PLATE) 2'- 6" 1'' DIA. A193-B7 ALL-THREAD ROD & ULTRABOND HYB-2CC EPOXY W/DOUBLE A563 HEAVY HEX NUTS AND AN F436 WASHER. MIN 12'' EMBEDMENT & 4'' PROJECTION. ALL ANCHOR HARDWARE SHALL BE HDG & SUPPLIED BY OTHERS 9'-8" S OF ANCHORS 10' BRIDGE WIDTH 3'-6" 352-(&712 SHEET ENGINEER OF WORK SDP2021-0029GR2023-0016 352-(&729(59,(: 6+,33,1* DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NF NF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 .--------I I'--,_ • I ' - ' --- , ' I t ~-~ I L... L... • • • • • • • • • • • - .--------+-:_ _J I I ' ,r+--7 ,---I J l ,.---\ I ' i n 000 000 OCICI OOO r l / I • ' \ J . ' 'l~--- • • • • • • • • • • • • I - \ I l / 1 I \ • 1,----11 I ,,---7 ,--- ~ ~ ' ' I ~ n ....,, .. .,, = L_ L g .... ,o ::::7L ~ 7/----=~-~--7L "---=====:j ....,, ' ' ' ' L L -7/-----=1' ............. 7, f-----# 7/ - ....,, L..... CII 1 ==11 II TYP SECTION AT SPLICE SECTION BD-BD SECTION BC-BC DETAIL BB SECTION BA-BA BD BD BC BC BB BA BA PROJECT # 10660 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: ,1,7,$/'$7( SHEETS APPROVED: DWN BY:CHKD BY:DRAWING NO.'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/REVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE IONIS PHARMACEUTICALS LOTS 21 & 22 SDP2021-0029 540-7C $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" S4 S5 S4 S5 S3 S3 0'1' 4'- 2 1/2" 7'-5" 8'-5" 0' 1' 3' 5' 6' S6 S5 S5 S4 S4 S5 S6 S5 0'1 1/4" 3 7/8" 6 1/2" 9 1/8" 10 7/16" 11 3/4" 1'-2 3/8" 1'-5" 1'-7 5/8" 1'-8 7/8 " 2 1/2" 4" 0' 1 3/16" 3 13/16" 5" P1" TYP P1" TYP P1" TYP 352-(&712 SHEET ENGINEER OF WORK /2023 SDP2021-0029GR2023-0016 63/,&('(7$,/6 DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NF NF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 0 , ....,.__ n -f-~ -f-] -✓ -/""f""-/ ,r----._ f-~ ' ' ' ' ' ' -+--+--+--+-t--+--+ f--+--+ -+--+-f--~ ~ f-~ -' ' ' ' ' ' ' ' f-l= f---f-~ f-] -f-~ f--~ ~ f-~ - EB EB EB EB EB ffi EB -' +- ' " \_ ~ ,,--- ----------/ ' / ' I ' [ ~ I f ~ laCO I =~ [ I ~ [ f ~ ~ I I I .... \ I \ I / I ' --1-- / ', ---/ I I ~) --1) ~ ./ -I I I I I I I l J 0 I I -- I I Ci j • (1) • \ I I ' I I f--- I I ,r ' - I I C I I I I -~ ,.-\ I I ~ c6 :~ I I -------- --t-- -- -- - --------------- I .. , '., • .,, I I I "i ► I I I I [ I ~ f ~ f la"' ~ f =~ ~ DI ID 11<0FlSS10;" ,,,,,.,"',,,,;, 'f,'1~ ;: !i~ ~ w ' ::ft I r .... (j-_,,,.,.,,tt,,,.:1:. I {!) :,. 0 fT\ ~ 73749 gJ tLIMrDJJ ";. 3/ <o/i~ ~ -Y)'~ CN\t o<i:-~ I 11 II I DF GAU< QTYGRADESIZEMARKITEM 4A500 GR C (Fy=50 ksi)HSS 6x6x1/4TOP CHORD 1 4A500 GR C (Fy=50 ksi)HSS 6x6x1/4BOTTOM CHORD2 4A500 GR C (Fy=50 ksi)HSS 6x6x1/4END POST 3 24A500 GR C (Fy=50 ksi)HSS 5x5x1/4VERTICAL4 4A500 GR C (Fy=50 ksi)HSS 5x3x1/4END DIAGONAL 5 20A500 GR C (Fy=50 ksi)HSS 5x3x1/4DIAGONAL 16 4A500 GR C (Fy=50 ksi)HSS 5x3x1/4DIAGONAL 27 2A992W8x10END FLOOR BEAM8 12A992W8x10FLOOR BEAM9 2A500 GR C (Fy=50 ksi)HSS 2x2x3/16FLOOR BRACING 110 2A500 GR C (Fy=50 ksi)HSS 2x2x3/16FLOOR BRACING 211 4A572 GR 50PLATE, 1/2"BEARING PLATE12 4A572 GR 50C 5x6.7SPLICE POST13 2A572 GR 50C 8x11.5SPLICE FLOOR BEAM14 4A572 GR 50L5x3x1/4POUR STOP15 2A572 GR 50L2x2x1/8END RAIL POST16 30A572 GR 50L2x2x1/8RAIL POST17 8A572 GR 50PLATE, 3/4"SPLICE PLATE18 8A572 GR 50PLATE, 1/4"KEEPER PLATE19 8A572 GR 50PLATE, 1/8"BACKER PLATE20 24A3071/4" ALL THREAD RODSTUD21 24A3071/4"1/4" HEX NUT22 137A563 C/DH-III7/8"7/8" HEAVY HEX NUT23 4A572 GR 50C 5x6.7CHANNEL 124 4A500 GR C (Fy=50 ksi)HSS 2x2x3/16HORZ RAIL25 2A572 GR 50L5x3x1/4END POUR STOP26 6HDG2X20 GASUB DECK 127 6HDG2X20 GASUB DECK 228 32HDG1/4"1/4" SCREW29 26SS316 (Fy=4.5 k, 200lb Req. Tension) 3/16"CABLE RAILS6 PROJECT # REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE 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 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE SDP2021-0029 IONIS PHARMACEUTICALS LOTS 21 & 22 GR2023-0016 SDP2021-0029 540-7C 1 ADS OTHER APPROVAL CITY OF CARLSBAD "AS BUILT" BOM Ø 10660 SHEET ENGINEER OF WORK DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 CII Ir..., e IL ?119 t,,,, > I ==II I 11 DETAIL CA SECTION CB-CB SECTION CE-CE SECTION CC-CC SECTION CD-CD CA CB CB CE CE CCCC CDCD PROJECT # 10660 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: ,1,7,$/'$7( SHEETS APPROVED: DWN BY:CHKD BY:DRAWING NO.'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/REVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE IONIS PHARMACEUTICALS LOTS 21 & 22 SDP2021-0029 540-7C $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" NEAR AND FAR SIDE NEAR AND FAR SIDE 12 3 3 1 2 3 2 NEAR AND FAR SIDE 0'6'- 4 3/8" 12'- 11 3/16" 19'- 6 1/16" 26'- 15/16" 32'-7 13/16" 39'-2 5/8" 46' 52'-4 3/8" 58'-11 3/16" 65'-6 1/16" 72'- 15/16" 78'-7 13/16" 85'-2 5/8 " 92' 49°48°48°48°48°48°47°47°48°48°48°48°48°49° 3 1 5 4 6 4 6 4 212 6 4 6 4 6 4 7 13 13 7 6 4 4 6 1 2 4 6 4 6 4 6 4 5 3 12 5 1/4 GTYP EACH END POST 1/4 TYP EACH END POST 1/4 TYP EACH END POST 1/4 TYP END POST TO BEARING PLATE 0' 1/2" 2 3/4" 8 3/4" 11 1/2" 0' 2" 4" 1'- 1/2" P1 1/4" X 3" SLOT 1/4 TYP CHORD TO DIAGONAL 1/4 TYP CHORD TO VERTICAL 2"B1" TYP 6 4 1/4 TYP CHORD TO SPLICE POST 1/4 1/4 TYP CHORD TO SPLICE POST 1/4 TYP CHORD TO SPLICE POST 13 72 9" 1/4 TYP END POST TO BOTTOM CHORD 1/4 TYP END POST TO BOTTOM CHORD 12 352-(&712 SHEET ENGINEER OF WORK /2023 SDP2021-0029GR2023-0016 75866/$<287 75866(/(9$7,219,(: DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 oooo 000 oooo 000 CII 1 ==11 II SECTION DE-DE SECTION DC-DC SECTION DD-DD SECTION DB-DB SECTION DA-DA DE DE DCDC DD DDDBDB DA DA PROJECT # 10660 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: ,1,7,$/'$7( SHEETS APPROVED: DWN BY:CHKD BY:DRAWING NO.'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/REVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE IONIS PHARMACEUTICALS LOTS 21 & 22 SDP2021-0029 540-7C $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" 12 12 12 8 8 2 2 2 2 8 3 3 2 2 1'-9" 1'- 9" 10 11 9 11 10 9 14 14 15 15 15 15 4 2 9 15 10 2" TYP 1/4 TYP FLOOR BEAM TO FLOOR BRACING 4 15 9 6 1/4 TYP FLOOR BEAM TO VERTICAL 15 7 13 14 1/4 1/4 TYP FLOOR SPLICE BEAM TO SPLICE POST 1/4 TYP FLOOR SPLICE BEAM TO SPLICE POST 1/4 TYP FLOOR SPLICE BEAM TO SPLICE POST 2'- 1/2" 15 3 8 2 12 1/4 TYP FLOOR BEAM TO END POST 8'-4" 15 15 10 2' 4'- 3/16" (2) C5X6.7 CHANNELS WILL BE PROVIDED FOR COND 24 24 24 24 24 24 FLOOR LAYOUT 352-(&712 SHEET ENGINEER OF WORK /2023 SDP2021-0029GR2023-0016 BOTTOM VIEW DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NF NF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 ..- • fool. I& / ~ 0 I L ~ '\( I/ D = = 0 0 0 0 0 0 0 0 0 I ~ ■ -• ,, ' ~ ,......._ ~ I ,--------L-__J I I n -r n n ./ (l /1~ 0 )_) t io / '\I 1/b ~ r✓ n I ~ u ic~ CII I r .... fJem,ptt t,., 1 ==11 II SECTION DA-DA SECTION DB-DB SECTION DC-DC SECTION DD-DD DA DADB DB DC DC DD DD PROJECT # 10660 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: ,1,7,$/'$7( SHEETS APPROVED: DWN BY:CHKD BY:DRAWING NO.'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/REVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE IONIS PHARMACEUTICALS LOTS 21 & 22 SDP2021-0029 540-7C $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" 92' CABLE LENGTH 0' 1'-8" 1'-10" 2' 2'-3" 2'-6" 2'-9" 3' 3'-3" 3'-6" 3'-9" 4' 4'-3" 4'-6" 4'-9" 5' 5'-2" TOP OF DECK 9 4 15 17 0' 2'-5" 2'-7" 2'-9" 3' 3'-3" 3'-6" 3'-9" 4' 4'-3" 4'-6" 4'-9" 5' 5'-3" 5'-6" 5'-9" 5'-11" 12 3 8 16 TOP OF DECK S7 16 17 17 RAIL CONNECTION ANGLES FASTENED TO EACH TRUSS VERTICAL ON THE INSIDE FACE VIA (4) 1/4" HDG STRUCTURAL RIVETS AT A MAX. OF 12" O.C. 4 S7 3 17 S7 RAIL CONNECTION ANGLES FASTENED TO EACH TRUSS END POST ON THE INSIDE FACE VIA (4) 1/4" HDG STRUCTURAL RIVETS AT A MAX. OF 12" O.C. 6'-6 7/8"S 6'-6 7/8"S TYP 1 1/2" TYP 3" TYP 3" TYP 1" TYP P1/4" TYP P29/64" TYP 1" 1/2" 352-(&712 SHEET TYP +25,=217$/5$,/ 729(57,&$/6(1' 32676 ENGINEER OF WORK /2023 SDP2021-0029GR2023-0016 5$,/,1*/$<287 ,16,'((/(9$7,219,(: DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NF NF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 ,:::,_ l7 --~ ' "---- I= = ' 0 • ' • • ' j---.__ • • -... l ' " ' • '-I'--..._ • • • 1, 1~ I ,)) ' -------- • ' " -• ~ -------- -• j---.__ • ------._ • • --------" • I.JJ • ------._ r--..._ • • I~ -• ~1-.- t -L_ • : ~ • r I-- 1 I/ 1J ·~ I • ~ ~ " I ~ er - - -- -► n " '- - 00 oooooo •• oooooo n , n / -'\'\ ~ '\'\ '\'\ 1 "'-"-11~ I '\'\ I'\'\ // I // // I // I // I // // ,, '-., ,II "'-m ,, Ill "" Ill "" II ,· // 1111 // 7l 77 // I , // I // 7l // I: I :::. -+ ~ ill "' lllJ Ill! :It ' ,, ~ " ,. ' ' ' ' " , " TI ,, ~ , TI '-'-II '-'-11 "" n '\."-I "-"-/,-11 // 17 // I I // I I // It ~ .......... .... 0 ..... 0 7 ~ CII II~ S) 11<0FESS1o "',;;,, ,, iw ~,s w ~t " 73749 Ill ~ 3/ <o/i~ ; tLIMrDJJ )'~ CN\t [/;-~ DF C,>.\_11'0 I r .... (j-_,,,.,.,,tt P,.:Jt. I I 11 II I PLAN VIEW END VIEW PROJECT # 10660 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: ,1,7,$/'$7( SHEETS APPROVED: DWN BY:CHKD BY:DRAWING NO.'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/REVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE BRIDGE PLANS FOR: CHAD S. McDONALD, P.E CALIFORNIA PE# 739 DATE IONIS PHARMACEUTICALS LOTS 21 & 22 SDP2021-0029 540-7C $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" #4 @ 10" O.C. LONGITUDINAL #3 @ 12" O.C. TRANSVERSE TOP OF DECK 4500PSI - 150PCF CONCRETE 5" CONCRETE NOTES: DECK PAN NOTES 1. COMPOSITE DECK SHALL BE DESIGNED AS A COMPOSITE STEEL FLOOR DECK SLAB C-2017 STANDARD 2. STEEL DECK PAN TO BE GALVANIZED TO G60 3. COMPOSITE DECK PAN ENDS SHALL NOT BE OVERLAPPED; TRIM TO EACH FLOOR BEAM CENTER 4. DECK PAN ATTACHMENT SHALL BE AS FOLLOWS A. HILT X-U 52 MX W/DX BLACK CARTIDGE 6.8/11 M10 STD @ 12" O.C. TO EACH FLOOR BEAM; ALTERNATE TO DRILL & INSTALL USING #14 TEK SCREW OR PLUG WELD B. MINIMUM #10 X 3/4 SELF DRILLING SCREW @12" O.C. AT SIDE OVERLAP CONNECTION S8S8 3" TYP COLORED CONCRETE TO MATCH CONCRETE PROVIDED BY LANDSCAPE ARCHITECT COLOR TO BE COORDINATED BY OTHERS 352-(&712 SHEET ENGINEER OF WORK 68%DECK /2023 SDP2021-0029GR2023-0016 '(&.,1* DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 lii"ii1 q 0 I ... , ' , .. , "'--" - 0 0 -L_ IL , • • • • • • • • • I \ l I \ \ I ' I\ I \ I \ I I \ \ \ I\ t t - I== ~ CII II~ S) 11<0FESS1o ,,,v;,, ,, iw ~,s w ~t " 73749 Ill ~ 3/ <o/i~ ; tLIMrDJJ )'~ CN\t [/;-~ DF c,>.1.ll'o I r .... (j-_,,,.,.,,tt,,,.:1:. I I 11 II I ASSEMBLED VIEW EXPLODED VIEW PROJECT # 10660 5(9,(:('%< '$7(,163(&725 '$7( 59:'%< ,1,7,$/'$7( 6+((76 $33529(' ':1%<&+.'%<'5$:,1*12'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/5(9,6,21'(6&5,37,21 (1*,1((5,1*'(3$570(17 5&((;3 (1*,1((5,1*0$1$*(55&( (;3,5(6 '$7( %5,'*(3/$16)25 &+$'60F'21$/'3( &$/,)251,$3( '$7( IONIS PHARMACEUTICALS LOTS 21 & 22 6'3& $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" 1'-8 7 /8" 5" 1 5/8" 18 23 23 20 22 DO NOT WELD NUTS 19 TACK WELD KEEPER PLATE TO SPLICE PLATE AS REQ'D SEAL STUD TO KEEPER PLATE 352-(&712 6+((7 (1*,1((52):25. SDP2021-0029GR2023-0016 63/,&(.,7 DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 CII I r .... e=« '91- I ==11 BEARING LAYOUT PROJECT # 10660 5(9,(:('%< '$7(,163(&725 '$7( 59:'%< ,1,7,$/'$7( 6+((76 $33529(' ':1%<&+.'%<'5$:,1*12'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/5(9,6,21'(6&5,37,21 (1*,1((5,1*'(3$570(17 5&((;3 (1*,1((5,1*0$1$*(55&( (;3,5(6 '$7( %5,'*(3/$16)25 &+$'60F'21$/'3( &$/,)251,$3( '$7( IONIS PHARMACEUTICALS LOTS 21 & 22 6'3& $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" GENERAL NOTES 1. ABUTMENT REQUIREMENTS (ABUTMENT DESIGNED BY MANUFACTURER) 2. ANCHOR BOLTS ARE DESIGNED BY MANUFACTURER FOR STEEL STRENGTH IN SHEAR AND TENSION OF ALL LOAD CASES 3. ALL ANCHORS & EPOXY BY MANUFACTURER 4. ANCHOR BOLTS TO BE 1" A193-B7 ALL THREAD RODS, HDG 5. ABUTMENT MUST CONTAIN REINFORCEMENT THAT MEET CONDITIONS AS DEFINED BY ACI 318-19 6. REINFORCEMENT BETWEEN THE ANCHOR AND EDGE MUST BE GREATER THAN OR EQUAL TO A #4 BAR 7. CONCRETE STRENGTH BY OTHERS 91'-1 11/16" S OF INNER ANCHORS 92'-1 5/8" S OF OUTER ANCHORS9' - 8 " S O ) AN C H O R S 92'-3"BACKWALL TO BACKWALL 92'-1" BEARING OUT TO OUT 91'-7 1/2" S OF OUTER ANCHORS 90'-7 1/2" S OF INNER ANCHORS 1" EXP GAP 1" EXP GAP 12 ' A B U T M E N T O U T T O O U T 10 ' B E A R I N G O U T T O O U T 8" 6((6+((7 1257+6(&7,21 8"1'-" 352-(&712 6+((7 (1*,1((52):25. 1257+6287+ ,620(75,&9,(:62)1257+$%870(176,7(:$//6 )255()(5(1&(21/< ϭΖͲϬΗD/E;KKZ͘tͬWWZK,t>>&d'Ϳ 1'-" 0,1 1" EXP GAP &08$3352$&+:$//6 81'(56(3$5$7( 3(50,7%<27+(56 8" 6((6+((7 6287+6(&7,21 6( ( & , 9 , / 6( ( & , 9 , / SDP2021-0029GR2023-0016 %($5,1*/$<287 $870(173/$1 DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 A V V A - - - - -_v~I I I -.-------------1-'----t------tt * * ~t===== ! I I + I I ~t=== = -'------~,---+--++<t * . . ~-------------- I • I I ,ii,. I ---------+ ~ ------~: I ====i-~ I i----------+-----+---------+-------+-------+---------~□:::::::'...=I ========================:::::'...=I I~~ 1-----+----+----------+----+-+----+-------l 1~=.;.,,,'-""'IJecn,,=lt-f11..___, ____ -- I-----------L------+----------------1 l-.---= -=JI ....__I _ ____.l .. 1 _____. PROJECT # 10660 5(9,(:('%< '$7(,163(&725 '$7( 59:'%< ,1,7,$/'$7( 6+((76 $33529(' ':1%<&+.'%<'5$:,1*12'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/5(9,6,21'(6&5,37,21 (1*,1((5,1*'(3$570(17 5&((;3 (1*,1((5,1*0$1$*(55&( (;3,5(6 '$7( %5,'*(3/$16)25 &+$'60F'21$/'3( &$/,)251,$3( '$7( IONIS PHARMACEUTICALS LOTS 21 & 22 6'3& $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" # VERTICAL DOWEL @ 6" OC : LEG TO FTG #7 DOWEL AT 12" OC EXTEND TO KEY AS SHOWN '-0"'2:(/ /(1*7+ 4# HORIZ 2'-6" # @ 12" HORIZ ($&+)$&( #7 VERTICAL @ 12" OC # VERT @ 12" OC :/(*#723 2'-0" MAX MIN EL 40 '-" 2'-0" '-"2'-"'-" 1'-0" # @" OC AT TOP AND BOTTOM DESIGN CRITERIA )227,1*6$5('(6,*1('%$6('217+()2//2:,1*62,/3$5$0(7(56 $//2:$%/(%($5,1* 36)36)0$;:,7+:,'7+$1''(37+,1&5($6(6 (48,9$/(17)/8,'35(6685( 3&)815(675$,1(' 6(,60,&35(6685( +(,*+736) 3$66,9(($57+35(6685( 3&) &2()),&,(172))5,&7,21 $//2:$%/(%($5,1*0$<%(,1&5($6('%<)25:,1'$1'6(,60,&/2$'&$6(6 FOUNDATIONS: ABUTMENT REQUIREMENTS ABUTMENT DESIGN IS BASED UPON REACTIONS NOTED ON BRIDGE DRAWINGS S-162,/3$5$0(7(5667$7('$%29( AND 5(&200(1'$7,216PER THE GEOTECH REPORT PROVIDED BY GEOCON INCORPORATED ON //202352-12$ ANCHOR BOLTS ARE DESIGNED BY MANUFACTURER FOR STEEL STRENGTH IN SHEAR AND TENSION OF ALL LOAD &ASES ALL ANCHORS & EPOXY SUPPLIED BY MANUFACTURER ANCHOR BOLTS TO BE 1" A193-B7 ALL THREAD RODS, HDG )227,1*6+$//%%($521$33529:a('&203$&7('),//3(57+(62,/65(32579(5,)<)227,1*(/(9$7,21:,7+7+( &,9,/'5$:,1*60,18080'(37+$1'',0(16,2162))227,1*66+$//%($6)2//2:6 $ 0,180'(37+%(/2:/2:(67$'-$&(17*5$'(2))7 % 0,1,080:,'7+2))7 ABUTMENT CONCRETE/SHOTCRETE: ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-LATEST APPROVED EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS REINFORCED CONCRETE DESIGN IS BY THE ULTIMATE STRENGTH DESIGN METHOD, ACI 318- (LATEST EDITION) ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 4,500 PSI. PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED FOR PLACEMENT OF REBAR CONCRETE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS $COMPRESSIVE STRENGTH AT AGE 28 DAYS AS SPECIFIED ABOVE. %LARGE AGGREGATE HARDROCK, ¾" MAXIMUM SIZE CONFORMING TO ASTM C-33 &CEMENT ASTMC-150, TYPE I OR II PORTLAND CEMENT 'MAXIMUM SLUMP 5-INCHES, MAX WATER CEMENT RATIO: 0.45 (AIR CONTENT: 3% - 7% CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 514 AND PROJECT SPECIFICATIONS. UNLESS NOTED OTHERWISE, CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS: $CONCRETE POURED DIRECTLY AGAINST EARTH-3 INCHES CLEAR %FORMED CONCRETE WITH EARTH BACK FILL - 2 INCHES CLEAR ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE PER CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 WHERE FOOTING IS PRECAST, CONTRACTOR TO ENSURE LEVEL BEARING SURFACE & FULL CONTACT BETWEEN FOOTING & SUPPORT BASE THIS BRIDGE ABUTMENT FOOTING IS TO BE POURED INTEGRAL WITH CMU APPROACH WALL FOUNDATIONS. CONTRACRORS SHALL COORDINATE ALL DIMENSIONS, ELEVATIONS AND REINFORCEMENT WITH CIVIL DRAEWINGS AS NEEDED )281'$7,21(;&$9$7,2166+$//%(&+(&.('%<7+(352-(&7*(27(&+1,&$/(1*,1((535,25723/$&,1*67((/$1' &21&5(7( APPROACH BY OTHERS COLORED CONCRETE TO MATCH CONCRETE PROVIDED BY LANDSCAPE ARCHITECT COLOR TO BE COORDINATED (DGA TO PROVIDE REQUIREMENTS) 8"1'-" 1" EXP GAP WATERPROOFING APPLIED TO BACKSIDE OF ABUTMENT DRAINAGE127%<%5,'*( %527+(565()(572&,9,/3/$16 3#6 CONT BACKFILL ON APPROACHIS TO %(GEOFOAM, ),// 92,'6:,7+3($*5$9(/ 6((&,9,/'5$:,1*6 352-(&712 6+((7 (1*,1((52):25. 2)62,/%$&.),// 217232)*(2)2$0 0,5$),1)$%5,&6+$// %(3/$&('%(7:((162,/ %$&.),//$1'*(2)2$0 9(5,)<:&,9,/ EL 41257+(1' 52$':$<$1' 6,'(:$/.(/9$5,(6 6((&,9,/':*6 '-" 0,1,080 )520)$&(2)6/23( ,)$33/,&$%/( #2&:/(*7<3 $3352$&+5(7$,1,1* :$//)7*681'(5 6(3$5$7(3(50,772%( 3285('0212/,7+,&:,7+ $%870(17)281'$7,21 # @" OC 723$1'%27720&/5 &/5 &/5 &/5 SDP2021-0029GR2023-0016 1257+$%870(17 6(&7,21 DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 - ~ I I I I I I _/I 0 I I 0 I a ~ I 0 I I l,,'o t _J, v" a I I I ' I ~~ I I I I I T----7 I I .. • • • +_I -I ~ -______ \\1----1,..-~-=-------=-=-......1.+--_----=-::::::::-_J.....:.A..,...--'I' -~ I u u u u ' u u u I n t n Lr-----~--~f----------~j-, p p h ,.V p p > h r : "'~-----------~------"'--- .1 u u ' ------i-...... :c___ _ _cn~_____Qjn i----------+-----+---------+-------+-------+---------~□:::::::'...=I ========================:::::'...=I I~~ ~==~~==:=====================:===~==:===:=~l=~=e===~~4p.._ _________ l 1-----------L------+---------L------I I == I ....__I _ ____.l .. 1 _____.I PROJECT # 10660 5(9,(:('%< '$7(,163(&725 '$7( 59:'%< ,1,7,$/'$7( 6+((76 $33529(' ':1%<&+.'%<'5$:,1*12'$7( ,1,7,$/ (1*,1((52):25. '$7( ,1,7,$/ &,7<$33529$/5(9,6,21'(6&5,37,21 (1*,1((5,1*'(3$570(17 5&((;3 (1*,1((5,1*0$1$*(55&( (;3,5(6 '$7( %5,'*(3/$16)25 &+$'60F'21$/'3( &$/,)251,$3( '$7( IONIS PHARMACEUTICALS LOTS 21 & 22 6'3& $'6 27+(5$33529$/ CITY OF CARLSBAD "AS BUILT" # VERTICAL DOWEL @ 6" OC : LEG TO FTG # DOWEL AT " OCEXTEND TO KEY AS SHOWN '-0"'2:(/ /(1*7+ 4# HORIZ 2'-6" # @ 12" HORIZ ($&+)$&( #7 VERTICAL @ 12" OC # VERT @ 12" OC :/(*#723 '-0" MAX MIN EL 40 '-" 2'-0" '-"2'-"'-" 1'-0" # @" OC AT TOP AND BOTTOM 127( 6((6+((7)25$%870(17127(67<3 APPROACH BY OTHERS COLORED CONCRETE TO MATCH CONCRETE PROVIDED BY LANDSCAPE ARCHITECT COLOR TO BE COORDINATED (DGA TO PROVIDE REQUIREMENTS) 8"1'-" 1" EXP GAP WATERPROOFING APPLIED TO BACKSIDE OF ABUTMENT 3#6 CONT BACKFILL ON APPROACHIS TO %(GEOFOAM, ),// 92,'6:,7+3($*5$9(/ 6((&,9,/'5$:,1*6 352-(&712 6+((7 (1*,1((52):25. 2)62,/%$&.),// 217232)*(2)2$0 0,5$),1)$%5,&6+$// %(3/$&('%(7:((162,/ %$&.),//$1'*(2)2$0 9(5,)<:&,9,/ (/6287+(1' 52$':$<$1' 6,'(:$/.(/9$5,(6 6((&,9,/':*6 '-" 0,1,080 )520)$&(2)6/23( ,)$33/,&$%/( #2&:/(*7<3 $3352$&+5(7$,1,1* :$//)7*681'(5 6(3$5$7(3(50,772%( 3285('0212/,7+,&:,7+ $%870(17)281'$7,21 # @" OC 723$1'%27720&/5 &/5 &/5 &/5 DRAINAGE127%<%5,'*( %527+(565()(572&,9,/3/$16 SDP2021-0029GR2023-0016 6287+$%870(17 6(&7,21 DocuSign Envelope ID: 6771B782-7414-4687-BEE2-DFBE04434A7A NFNF JASON S. GELDERT Docusign Envelope ID: FAC76846-A6E4-4EC0-B088-D14C23CDAE4C 9/25/2024 - ~ I I I I I I _/I 0 I I 0 I a ~ I 0 I I l,,'o t _J, v" a I I I ' I ~~ I I I I I T----7 I I .. • • • +_I -I ~ -______ \\1----1,..-~-=-------=-=-......1.+--_----=-::::::::-_J.....:.A..,...--'I' -~ I u u u u ' u u u I n t n Lr-----~--~f----------~j-, p p h ,.V p p > h r : "'~-----------~------"'--- .1 u u ' ------i-...... :,:,___ _ _o_n _ _____Qjn i----------+-----+---------+-------+-------+---------~□:::::::'...=I ========================:::::'...=I I~~ ~==~~==:=====================:===~==:===:=~lr.=w~a==-~~~'----------1 1----------L----+------'----------=1 == -~:::::;-;::I I ========::::;-;::::::11 ~I