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Home My WebLink AboutDWG 519-5A; CT 16-02; OCEAN CONDOMINIUMS; 01-10OCEAN CONDOMINIUMSTITLE SHEET12tgiCIVILNo. 58274Exp. 06.30.2022No. 3114Exp. 12.31.2021G EOTECHNICALCIVILNo. 58274Exp. 06.30.2022GRADING 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 COD[, 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 DISCOVERfD DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITT[D TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQU/R[D FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA ff OF INSURANCE AS WELL AS ADDITIONAL INSURfD ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA \If A RA TING OF "A-" OR BUTER ANO A SIZE CATEGORY OF CLASS VII OR BUTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. 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 BffN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENG/NffR, NOT[D WITHIN THE REVISION BLOCK, ON THE APPROPRIA ff SHEET OF THE PLANS ANO THE TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. 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. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 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. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCT[D IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTfD TO THE PROJECT INSPECTOR. 13. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE A TTENDfD BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST F/Vf(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. ALL INSPECTION RFOUESTS OTHER THAN FOR PRECONSTRUCT/ON 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 PM 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 SCHfDULED FOR TWO FULL WORK DAYS LATER. 15. 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 FfDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNfD 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 PREPARfD FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA 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. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHfDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERA T/ONS WILL CEASE IMMEDIATELY AND THE PERMITTEE l\1LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTfD 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.) 20. ALL OFF-SIT£ HAUL ROUT£S SHALL BE SUBMITT£0 BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MA TERI AL SHALL BE OBTAINED FROM, AND WAST£ MA TERI AL 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. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTfD ON THE PLAN. 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 24. 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. 25. 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 OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVfD OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAl\1NG NO. 5/9-51 , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVfD WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGfD WITH CONCRETE OR REMOVfD AS APPROVED BY THE CITY ENGINEER. 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND ANO 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. 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E 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 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 * OL/VENHAIN WATER DISTRICT * BUENA SAN/TA TION DISTRICT {760)726-1340 x1330 'AS APPROPRIATE 32. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLL[D GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND /OR GEOLOGIST TO GIVE TECHNICAL AD VICE, OBSERVf AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8/ 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 STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALL[D 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 [XPANSIV[ 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 TH[ PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT STRUCTURAL BMP INSTALLATION CERT/FICA TE. (6) PERMITT£0 WALL FINAL INSPECTION REPORT. 33. 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 REQU/R[D FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDfD TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDfD TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: TAYLOR GROUP INC. ---~-~~-~----ADDRESS: 301 MISS/ION A \If STE 201 CITY, STATE: ~0C=f~A=N5=1D~f~GA~2~Zo=5~4 __ _ TELEPHONE.-r7cn 1 SOILS ENGINEER'S CERTIFICATE I, MICHAEL A. CAZENEUVE, A REGISTERfD GEOTECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SIT£ SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF APRIL 5, 2019 AND APRIL 24, 2020. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDA T/ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ~v.ofESS t O,i,c ,,,., .. \. • . "•~t•< ~~~ ~~&~ ~.-~~ %' " m w m ... ,. SIGNED.~ ~ Q_ t?/11/?&Zf MICHAEL A. ~ EUVE G.£. NO. 3114, EXPIRES 12/31/2021 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVfR-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF HE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. 1 /} u . RICHARD WOOLSEY SOURCE OF TOPOGRA DATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GA THERfD ON MARCH 21 ANO APRIL 3, 2019 BY M. C. SPIRO & ASSOC/A T£5. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATfD WITHIN ASSESSORS PARCEL NUMBER 155-200-10-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 205 [ __ <""-"-7'7A"-----EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROD ANDREW AT (760) 759-2260 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAILABL[ AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SIT£ AT CONVfNIENT LOCA T/ONS TO FACIL/TA ff RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPOA TE ANO MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPOA TED 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 APPROVfD 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 REQU/R[D BY THE CITY ENGINEER DUE TO UNCOMPLET£0 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 fXCffDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERM/NATION OF HYOROSEEO[D SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES {90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABIL/Z[D BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED ANO MAINTA/N[D AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO. 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THRE.[ FE.ET OR MORE. IN HE.IGHT AND ADJACENT TO A PUBLIC WALL OR STRE.[T b. ALL SLOPES 4 FEET OR MORE IN HEIGHT 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: EXIST.-a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIF/[D BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA T£ TREATMENT B. HYDROSEEDfD AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR ST£EPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPfD LESS THAN 6.· 1 SHALL BE /RR/GA Tm AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSffDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEM EN TS OF THE THE PROPOSfD SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVfL FOR THE GROWTH OF THE HYDROSEEOfD 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 CLOVfR b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PfR ACRf OF OIMORPHOLfCA g. /T£MS 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 OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE H YDROSffDING. ,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ;. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDfD TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RAT£ OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRA UL/CALLY APPL/fD FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORfD TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6.· 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVfRING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. VICINITY MAP CITY OF OCEANSIDE PROJECT SITE HIGHWAY, _?s PACIFIC OCEAN CITY 0 iS < "' -1'--.f"s=-.4 OF ENCINITAS~ TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION (CONTINUED) F. ALL SLOPES SHALL HAVE /RR/GA TION INSTALLED AND BE STABIL/ZfD, PLANT£D AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TP GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GERM/NATION OF HYDROSEED FAIL TO PROVIDE EFFICIENT COl/fRAGE {NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQU/R[D BY THE CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS 0/RECTfD BY THE CITY ENGINEER OR CITY PLANNER. LEGAL DESCRIPTION NORTHWESTERLY 100 FEET OF THE SOUTHEAST 185 FEET OF LOT 18 OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921, THE NORTHWESTERLY AND SOUTHEASTERLY LINES THEREOF BEING PARALLEL WITH THE DIVIDING LINE BETWEEN LOTS 17 AND 18 IN SAID SEASIDE LANDS. ALSO THAT PORTION OF THE SOUTHWESTERLY HALF OF STATE HIGHWAY" AS SHOWN ON SAID MAP ADJOINING THE ABOVE DESCRIBED PARCEL OF LAND ON THE NORTHEAST, CLOSED TO PUBLIC USE ON NOVEMBER 9, 1931 BY ORDER OF THE BOARD OF SUPERVISORS OF SAID COUNTY, A CERTIFIED COPY OF WHICH ORDER WAS RECORDED NOVEMBER 16, 1931 IN BOOK 69, PAGE 23 OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. EXCEPTING THEREFROM THAT PORTION OF SAID LAND LYING WEST OF THE EAST LINE OF THAT CERTAIN RIGHT OF WAY CONVEYED TO THE STATE OF CALIFORNIA BY DEED DA TED MAY 14, 1934 AND RECORDED AUGUST 20, 1934 IN BOOK 316, PAGE 309 OF OFFICIAL RE.CORDS. BENCH MARK DESCRIPTION: STATION NUMBER 129 "BM C-155" LOCATION: FD 3" SAN DIEGO CO DISK ON TOP OF CONCRETE SIGNAL BASE 500' N QF CQA5T HIGHWAY 101 INTER5FGVQN WITH RAIIRQAD RECORDED: "-5~1:1"-8~ /2;~0=01~---------------ELEVA TION: 20.04 DA TUM: NGVD 29 REFERENCE DRAWINGS DWG. NO. 519-5 IMPROVEMENT PLANS FOR OCEAN CONDOMINIUMS DWG. NO. 409-9 STREET IMPROVEMENT PLANS FOR STATE STREET DWG. NO. 484-2 IMPROVfMENT PLANS FOR STA TE SffiEET TOWNHOMES DWG. NO. 484-2A GRADING PLANS FOR STA TE STREET TOWNHOMES EARTHWORK QUANTITIES CUT: 5,406 FILL: 2,874 IMPORT.-2,874 EXPORT: 5,406 REMfDIAL: 3,328 INDEX OF SHEETS SHEET 1 Tl TL[ SHEET SHEET 2 SHORING & INTERIM/ROUGH GRADING PLAN SHEET 3 SHORING NOTES AND PROFILES SHEET 4 SHORING DETAILS SHEET 5 PRECISE GRADING PLAN SHEET 6 GRADING CROSS-SECTIONS SHEET 7 GRADING DETAILS PROJECT ADDRESS 2501 STA TE STREET CARLSBAD, CA 92008 DEVELOPER CARLSBAD 17 GP, LLC ATTN.· RICK WOOLSEY 234 VENTURE STREET, SUITE 100 SAN MARCOS, CA 92079 TEL: 760.759.2260 SHEET 8 BMP LOCATIONS ANO DETAILS SHEET 9 BUILDING DRAINAGE AND BMP DETAILS SHEET 10 SWPPP fROS/ON CONTROL PLAN-NOTES SHEET 11 EROSION CONTROL PLAN SHEET 12 SINGLE SHEET BMP SI TE PLAN WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQU/R[D 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 CONSffiUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 2017-091 DA TED MAY 2J, 2017 5. THE STANDARD SPECIF/CATIONS FDR PUBLIC WORKS CONSffiUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY TAYLOR GROUP, INC. DA TED APRIL 24, 2020 AND ADDENDUM LETTER DA TED NOVfMBER 21, 2021. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS -NOT APPLICABLE 9. ENVIRONMENTAL APPROVAL DOCUMENTS -NOT APPLICABLE (EXEMPT) 10. STORM WATER POLLUTION PREVfNTION PLAN -TIER 2 SWPPP 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY TAYLOR GROUP, INC. DA TED NOVEMBER 20, 2020 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION CMU RETAINING WALL PERMEABLE UNIT PA VERS LANDSCAPE AREA PER SEPARATE PLAN LEGEND DWG.NO. SDRSD C-OJ & C-05 PER DETAIL ON SHEET 7 PCC PAVEMENT -6" THICK WITH 6" CLASS II AB PCC PAVEMENT -4" THICK 4" PERFORATED PVC UNDERDRAIN PIPE 3" PVC AREA DRAIN PIPE 4 • PVC AREA DRAIN PIPE 4 • AREA DRAIN INLET 10" PVC SDR-35 STORM DRAIN (PR/VA TE) 12" PVC STORM DRAIN (PUBLIC -PER ROW 2019-0692) 36"x 48" CLEANOUT 18" DIA. X 72" DEEP SUMP WITH PUMP 1.5" SCH 40 PVC PIPE FROM SUMP 16"X16 CATCH BASIN (IN GARAGE) 1,000 GAL SAND-OIL SEPARATOR 5" CHANNEL DRAIN 6" PVC (DR 18) FIRE SERVICE PER SEPARATE FIRE PERMT THRUST BLOCKS ON PR/VA TE FIRE SERVICE PER SEPARATE FIRE PERMIT THRUST ANCHOR OR RESTRAINED JOINT 6 • DCDA (PER ROW 2019-0692) SDRSD D-7 PER DETAIL ON SHEET 7 PER DETAIL ON SHEET 7 PER DETAIL ON SHEET 7 PER DETAIL ON SHEET 7 PER DETAIL ON SHEET 7 CMW SW. W-2 CMW W-15, W-19 CMW W-15, W-19 CMW W-22 RP BACKFLOW ASSEMBLY (PER ROW 2019-0692) CMW W-20 4" SEWER LATERAL (PER ROW 2019-0692) CQC sm S-6 & S-7 SYMBOL =·==·==,==·==,:r: @ TG J2.50 IE Jl.50 ----SD---ICOJI @ □ 10 01 J_:S:-----... iliD___J -S---(LEGEND CONnNUED ON SHEET 2) STRUCTURAL (POST-CONSfflUCTION) BMP TABLE EXEMPT FROM HYDROMODIFICA 110N? QUANTITY 360 SF 1,112 SF 1,305 SF 7J6 SF 208 SF J90 LF 20 LF 202 LF 4 EA 100 LF 25 LF 1 EA 1 EA 20 LF 1 EA 1 EA 24 LF 45 LF 2 EA 1 EA 1 EA 2 EA 1 EA STORMWA TER REQUIREMENTS THAT APPLY: n STANDARD STORMWATER REQUIREMENTS IZI PRIORITY PROJECT REQUIREMENTS C5<J YES (SEE SI.WP FOR DOCUMENTA110N) □ NO TYPE BIOFIL TRA TION FILTER DESCRIPTION PLANTERS BIO. 01-BIO. OB ON PODIUM DECK CURB INLET RL TER INSERT TOTAL DISTURBED AREA -0 980 ACRE OllNIRSBIP HOA CITY (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-S/TE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, AND SLOP[ K[YWA YS) TOTAL REPLACED IMPERVIOUS AREA = 0 402 ACRE TOTAL PROPOSED IMPERVIOUS AREA -0 495 ACRE IWNTENANCE SHEET NO. IWNTENANCE AGRDIIENT FREQUENCY BMP MAINTENANCE 8,11 YEEKLY AGREEMENT WITH CITY DVK; 519-5A MAINTAINED BY CITY J QUARTERLY DVK; 519-5 "AS BUILT" DATE RC[ __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE E. HYDROSEEDED AREAS SHALL BE MAINTA/N[D TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSffDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASfD. >---+----+------------+----+--->----<---II SHJET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ::==:::::..::===========:....:::::=~ ~rn~ouNotJi""°i"iifoii;ffiCS(JPErwi::;io;.~~-------:::;;;:;:;;;:;;:::--,1-r _-_-_-_--l-_-_-_---+-r _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---+-r _-_-_---_,1-_-_-_-_1r _-_-_---_,1_-_-_-----11 GRADING PLANS FOR, I PREPARED UNDER THE DIRECT SUPERVISION OF: ~v-ofESs ,0,,,, -Timmmrn rnrnmrnQJP □m®□ Geotechnical Engineering • Civil Engineering ,.,., .. usse, f"< ~~~ "''< ~ ~.,. ~~ -z " m w m ... ,. GR2019-0028 APPROVED: ., JASON 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.999n -~-760.721.9991 ■ www.visitTGl.com tP.?: ~"' '1 J-~ 0~ CA.CI fol:"' /i\ ENGINEERING MANAGER RCE 63912, EXPIRES 9/30/22 LARRY R. I/!, YLOR RC£ "SJ2 4, EXPIRES 06/30/2022 12/17/2021 DA TE INITIAL DA TE ENGINEER OF WORK REVISION DESCRIPTION OWN BY: I BI I PROJECT NO. I DATE INITIAL DATE INITIAL CHKD BY: ---re CT 16-02 01HER APPROVAL CITY APPROVAL RVWD BY: ; ,., 63912 9/30/22 RP16-08 S. GELDERT DATE DRAWING NO. 519-SA DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM S S EEEEEEW W W W W W W W WWWWWWWWWWWT T T T T T T T T T T TTTTTTTTTTTTTTTTTTTTTT T WWG G G G G G SSSSSSSSSSSSSSS S S S S S S S S S S SSS SSSG G G G G G G G G WWWWWWWWWWWWWWWSSSSSSSSSSSB 4 B 4 D4 C4C4A4A4G 6 G 6 D4 E 6 E 6 212ENGINEER'S EARTHWORK NOTESOCEAN CONDOMINIUMSDEMOLITION, SHORING & INTERIM GRADING PLANtgiCIVILGENERAL DEMOLITION NOTESCONSTRUCTION WASTE MANAGEMENT PLANEASEMENT NOTESNo. 58274Exp. 06.30.2022SLOT-CUTTING EARTHWORK NOTESLEGEND (CONTINUED FROM SHEET 1) DESCRIPTION TRACT BOUNDARY /ROW EXISTING CONTOUR EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING FIRE HYDRANT EXISTING WATER VAL V[ EXISTING WATER METER EXISTING RP BACKFLOW ASSEMBLY EXISTING SEWER FORCE MAIN EXISTING GAS LINE EXISTING MANHOLE EXISTING RETAINING WALL EXISTING FENCE EXISTING TREE EXISTING SPOT ELEVATION TEMPORARY CUT SLOPE TEMPORARY SHORING PERMANENT SHORING WALL APPROX. ELEV. OF OV[RCUT PROP. SPOT ELEVATION INTERMIM TOPOGRAPHIC CONTOUR DWG.NO. PER SHEETS 2-4 PER SHEETS 2-4 (AFTER FILLING TO PROPOSED SUBGRADE) SLOT-CUT AREA PER NOTES ON THIS SHEET SYMBOL ----s--------FH--------C----0 7) /-.,,-, , •· I, I/ ' y 1 ~ TEMPORARY SOLDIER PILE I.D. '? (Sff SCHEDUL[) y ~ PERMANENT SOLDIER PILE I.D. ~ (SIT SCHEDULE) r-----, L (o.x. 26.o) .J -----, FGJ250 --36-QUANTITY 2,215 SF 1,125 SF 1. REMOVAL OF UNACCEPTABLE SOILS AND LIMITS OF REMEDIAL EARTHWORK SHALL BE CONFIRMED BY THE GEOTECHNICAL ENGINEER BASED ON FIELD OBSERVATIONS DURING GRADING. 2. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. THE EARTHWORK CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS: 2.1. INSTALL SOLDIER PILES FOR TEMPORARY AND PERMANENT SHORING SYSTEMS 2.2. EXCAVATE UNACCEPTABLE CLAYEY SOILS AND DISPOSE OFFS/TE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. MAXIMUM CUTS AT SHORING SHALL NOT EXCEED 3 FEET BEFORE LAGGING IS INSTALLED. 2.3. EXCAVATE AND STOCKPILE ACCEPTABLE GRANULAR SITE SOILS TO THE DEPTHS RECOMMENDED AND APPROV[D BY THE GEOTECHNICAL ENGINEER. 2.4. SCARIFY, MOISTURE CONDITION AND COMPACT THE SUBGRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 2.5. PLACE STOCKPILED SITE SOILS AS COMPACTED STRUCTURAL FILL. STRUCTURAL FILL SHALL BE COMPACTED TO A RELA TIV[ COMPACTION OF 90 PERCENT OR MORE AS DETERMINED BY ASTM D 1557. PRIOR TO COMPACTION, FILL SOILS SHOULD BE THOROUGHLY MIXED AND MOISTURE CONDITIONED TO BRING THE MOISTURE CONTENT TO WITHIN ABOUT 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT AND SPREAD IN UNIFORM LIFTS OF LESS THAN 8 INCHES (UNCOMPACTED THICKNESS). 3. THE FINISHED PAD ELEVATION WITHIN THE SHORED EXCAVATION SHALL BE CONTOURED TO MATCH THE FINISHED FLOOR ELEVATIONS AS SHOWN ON THE APPROVED BUILDING PLANS MINUS THE FLOOR SLAB THICKNESS AS SHOWN ON THE APPROVED BUILDING PLANS. SEE SHEETS 5 AND 6. 1. REMEDIAL GRADING ALONG NORTHERLY PROPERTY LINE SHALL BE PERFORMED BY SLOT cumNG METHODS. MAXIMUM WIDTH OF SLOT CUTS SHALL NOT EXCEED 8 FEET UNLESS OTHERWISE APPROV[D BY THE CITY. 2. "A-8-c" SLOT cumNG SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE ADDENDUM PREPARED BY TG! DA TED NOV[MBER 21, 2021 3. SLOT cumNG OPERATIONS, INCLUDING CUTS AND FILL PLACEMENT AND COMPACTION, SHALL BE CONTINUOUSLY OBSERV[D BY THE GEOTECHNICAL ENGINEER. 4. SLOT CUTS SHALL BE BACKFILLED DURING THE SAME SHIFT THAT THEY ARE EXCAVATED OR AS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. TEMPORARY BUTTRESS FILLS SHALL BE PLACED AGAINST ANY CUTS LEFT OPEN OV[RNIGHT. STATEMENT OF SPECIAL INSPECTIONS CONTINUOUS PERIODIC CBC REFERENCE VERIFICATION AND INSPECTION 1 VERIFY USE OF REQUIRED DESIGN MIX X 1904.2.2 2 INSPECTION OF CONCRETE PLACEMENT FOR PROPER X APPLICATION TECHNIQUES 3 MATERIAL VERIFICATION OF STRUCTURAL STEEL A FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO X CONFORM TO A/SC 360. B MANUFACTURER'S REPORT X 4 INSPECTION OF WELDING A MUL TIPASS FILLET WELDS X 2303.1.8.1 5 MATERIAL /DENT/FICA TION OF TIMBER A /DENT/FICA TION OF PRESERVATIVE X VERIFICATION AND INSPECTION ITEMS (OTHER) 6 OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE X AND A CC URA TE RECORDS FOR EACH ELEMENT. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, 7 CONFIRM ELEMENT DIAMETERS, LENGTHS, EMBEDMENT X INTO BEDROCK (IF APPLICABLE). RECORD CONCRETE AND GROUT VALUES 8 VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER X DEPTH. ' ·\·. . ... \ \ \, ··\<~·,r NCW PROPERTY APN 155-200-12 PERMISSION FOR OFFS/TE GRADING AND CONSTRUCTION PER LEASE AGREEMENT WITH Nero DA TED AUGUST 1, 2021 r--i i 10 0 10 SCALE (FEET) .. \20 A. SEE EROSION CONTROL PLAN SHEETS 9 AND 10 FOR EROSION CONTROL MEASURES TO BE IMPLEMENTED WITH DEMOLITION 8. SEWER LATERAL TO BE CAPPED AT PROPERTY LINE IN ACCORDANCE WITH CITY OF CARLSBAD REQUIREMENTS. C. PROTECT EXISTING WATER SERVICE LATERAL AND METER FOR CONSTRUCTION WATER D. PROVIDE DISCONNECT NOTICE FROM SDG&E FOR ELECTRICAL AND GAS SERVICES E. DEMOLtnON SHALL INCLUDE: E.A. COMPLETE DEMOLITION AND REMOVAL OF EXISTING STRUCTURE INCLUDING FOUNDATIONS AND UNDER-SLAB UTILITIES E.B. COMPLETE DEMOLITION AND REMOVAL OF ALL ONSITE PAVEMENTS INCLUDING AC, PCC, PA VERS, GRASSCRETE AND OTHER PAVING MATERIALS ASSOC/A TED WITH WALKWAYS, PA 7105 AND PARKING LOT PA V[MENTS. NOTE THAT PCC SLABS ARE KNOWN TO EXIST BENEATH PORTIONS OF THE PARKING LOT. E.G. COMPLETE DEMOLITION AND REMOVAL OF ALL WALLS INCLUDING CMU WALLS, CAST CONCRETE WALLS AND SEGMENTAL RETAINING WALLS (SRWs) ASSOC/A TED WITH THE SOUND BERM ON THE WESTERLY AND SOUTHWESTERLY BOUNDARIES OF THE SITE. E.D. COMPLETE DEMOLITION AND REMOVAL OF LIGHT POLES IN THE PARKING LOT AND ALL UNDERGROUND ELECTRICAL SERVICES TO THE POLES ----..... ~-~s J>, ---------~<~~~~,--._ CONSTRUCTION WASTE MANAGEMENT PLAN: A CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE PREPARED AND AVAILABLE ON SITE DURING CONSTRUCTION. DOCUMENTATION DEMONSTRATING COMPLIANCE WITH THE PLAN SHALL BE ACCESSIBLE DURING CONSTRUCTION FOR THE ENFORCING AGENCY (CALGREEN 4.408.2). THE PLAN SHALL: a. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. b. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR BULK MIXED (SINGLE STREAM) c. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE TAKEN. d. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERA TED. e. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS D/V[RTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. GJ QJ IND/CA TES A 8' WIDE EASEMENT FOR CONSTRUCTION OF SEWERS, MANHOLES, AND APPURTENANCES IN FAVOR OF THE CARLSBAD SANITARY DISTRICT, RECORDED JULY 18, 1952 AS BOOK 4531, PAGES 216 AND 220 OF OFAC/AL RECORDS. IND/CA TES A 12' WIDE EASEMENT FOR POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED NOVEMBER 13, 1975 AS DOCUMENT NO. 1975-318451 OF OFAC/AL RECORDS. INDICATES A 10' WIDE EASEMENT AND RIGHT-OF-WAY FOR /NSTALLA TION AND MAINTENANCE OF WA ml PIPELINES IN FAVOR OF CARLSBAD MUTUAL WATER COMPANY, RECORDED APRIL 12, 1954 AS BOOK 5282 PAGE 544 OF OFFICIAL RECORDS. IND/CA TES A 4' WIDE EASEMENT FOR GUY POLES AND/OR ANCHORS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY. RECORDED JANUARY 23, 1958 AS BOOK 6919, PAGE 304 OF OFFICIAL RECORDS. THE LOCATION AND EXTENT OF SAID EASEMENT CANNOT BE DETERMINED OF RECORD AND IS NOT PLOTTED HEREON. SBNO. FROM I TO QTY TEMPORARY SHORING WI --1 W2 --1 S1 S5 5 S6 S8 3 S9 S13 5 S14 S20 7 S21 S26 6 E1 1 E2 E3 2 E4 E6 3 El E9 3 E/0 E11 2 N1 N4 4 TOTALS: 43 PEMANENT SHORING SB SB 3 S/4 S20 l S21 S26 6 CAISSON DIAMETER (INCH) 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 EXIST. CMU COMBO WALL fP/iOTECT IN PLACE </ ___ . // \ / .·, TABLE 1 SOLDIED BEAM SCHEDULE • EXIST ROUGH TOP OF SHORED EMBED EPOXY GRADE GRADE EMBED LAGGING HEIGHT LENGTH SECTION COATED ELEV ELEV ELEV ELEV (FEET) (FEET) W14x26 NO 35.0 29.0 24.0 29.0 5.0 7.00 W14x43 NO 35.0 32.0 24.0 32.0 8.0 6.00 W14x43 NO 35.5 35.0 24.5 35.0 10.5 6.50 W14x48 YES 36.0 36.0 24.5 36.0 11.5 7.50 W14x48 NO 36.5 36.0 24.5 36.0 11.5 7.50 W14x48 YES 36.5 36.0 25.0 36.0 11.0 7.00 W14x68 YES 36.5 36.0 25.5 36.0 10.5 8.50 W14x43 NO 36.3 36.0 25.5 36.0 10.5 7.50 W14x48 NO 36.3 36.0 25.5 36.0 10.5 7.50 W14x43 NO 35.0 35.0 25.5 35.0 9.5 7.50 W14x43 NO 34.0 34.0 25.5 34.0 8.5 7.50 W14x43 NO 33.0 33.0 25.5 33.0 7.5 6.50 W14x43 NO 33.0 33.0 25.5 33.0 7.5 5.50 W14x48 YES 36.0 36.0 32.5 36.0 3.5 15.50 W14x48 YES 36.5 36.0 32.5 36.0 3.5 14.50 W14x68 YES 36.5 36.0 32.5 36.0 3.5 15.50 PILE TOP OF PILE Mmax LENGTH PILE TIP (KIP-FT) (FEET) ELEV ELEV 1200 29.0 17.0 39.08 14.00 320 18.0 34.15 1700 35.0 18.0 31.44 19.00 36.0 17.0 76.57 1900 36.0 17.0 7245 1800 36.0 18.0 72.99 19.00 36.0 17.0 79.81 18.00 36.0 18.0 64.32 1800 36.0 18.0 64.75 17.00 35.0 18.0 50.70 16.00 34.0 18.0 37.96 14.00 33.0 19.0 26.08 1300 33.0 20.0 23.52 214.00 19.00 36.0 17.0 19.14 18.00 36.0 18.0 16.48 1900 36.0 17.0 42.23 E.E. COMPLETE DEMOLITION AND REMOVAL OF THE T.RASH ENCLOSURE AND SRWs OFFS/TE ON THE ADJACENT PROPERTY AT 2333 STA TE ST.REET AS SHOWN HEREON f----+--f---------------+---+---+----+-----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT '.:==='-'============'--'==== ,--------;:;-;--:::---;:::::-;--:--;-;----:::;:;;-----~~PARmUNr:ii'Rmr'rih~TS1HRWWNnF---------::;;;;;;;;;;;;::----t-=._-=._-=._-=._~t-=--=--=-~t-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-t-=--=--=--=-1-=--=--=--=-1-=--=--=--=-~t-=--=--=-j GRADING PLANS FOR: I "As B LJ, LT" PREPARED UNDER TH[ 0/R[CT SUPERVISION OF: ,-RCE __ _ EXP,----DATE REVIEWED BY: INSPECTOR DATE -Timm1mrn rnrnmrnCDR □rn®□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 780.721.99 0.721.9991 • www.visitTGl.com LARRY R. ~ YLOR RC[ 2 4, EXPIRES 06/30/2022 1 12/17/2021 DATE INITIAL DATE. ENGi NEER OF WORK GR2019-0028 APPROVED: JASON ENGINEERING MANAGER RCE 63912, EXPIRES 9/30/22 REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: "BI PROJECT NO. CHKD BY: TC CT 16-02 RVWD BY: ~r .'" RP16-08 s. GELDERT DATE DRAWING NO. 519-5A DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 SOUTHERLY SHORING WALL PROFILESCALE: 1 INCH = 10 FEETWESTERLY SHORING WALL PROFILESCALE: 1 INCH = 10 FEETNORTHERLY SHORING WALL PROFILESCALE: 1 INCH = 10 FEETEASTERLY SHORING WALL PROFILESCALE: 1 INCH = 10 FEET312OCEAN CONDOMINIUMSSHORING NOTES & PROFILEStgiCIVILPLAN COORDINATION NOTESSHORING AND EXCAVATION NOTESGENERAL SHORING NOTESTEMPORARY SHORING NOTESPERMANENT SHORING NOTESNo. 58274Exp. 06.30.2022GENERAL 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER. 2. THE DESIGN IS BASED ON THE 2019 CALJFORNIA BUILDING CODE AND THE STA TE OF CALIFORNIA TRENCHING & SHORING MANUAL, JANUARY 1990, PAGES 10-1 TO 10-42. CAL TRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. J. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC. SHALL BE SET BACK A MINIMUM OF TEN FEET FROM THE BACK OF LAGGING. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VAR/A TIONS TO THE SHORING ENGINEER. 5. SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE TEMPORARY SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT LOSS OF GROUND AND CAVING OF CUT FACES/BANKS. SOILS CRIJcRIA 1. SEE GEOTECHNICAL REPORT BY: TAYLOR GROUP, INC. JOI MISSION A VENUE, SUITE 201 OCEANSIDE, CA 92054 (760) 721-9990 PROJECT NUMBER: 18.00891 DA TED APRIL 24, 2020 S1RUCTURAL sm 1. STRUCTURAL STEEL SHALL COMPLY WITH AS/M A992 (FY=50 KS/} OR BETTER. 2. MATERIALS AND WORKMANSHIP SHALL COMPLY NITH A/SC "SPECIF/CATION FOR THE DESIGN, FABR/CA TION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.• CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE LA TEST APPROVED EDITIONS OF 'REQUIREMENTS FOR REINFORCED CONCRETE" (AC/ JIB) AND "SPECIF/CATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (AC/ JOI) WITH ANY MODIFICATIONS AS NOTED IN THESE ORA WING5 AND SPECIF/CATIONS. 2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF fc JOOO PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE). J. CONCRETE S/RENGTHS: THE CONCRETE S/RENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM COMPRESS/VE S/RENGTH AT 28 DAYS. THE AGGREGATES SHOW ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP SHOWN IS TUE MAXIMUM (INCHES). ITEM OF CONS/RUCTION A. CAISSON 8. CONCRETE LAGGING S/RENGTH 2,500 PSI J,250 PSI AGGREGATE SLUMP CONSTRUCTION PROCEDURES FOR CANTIIDfB SOllJIER BEAUS AND LAGGING 1. SOLDIER BEAM CONS/RUCTION: a. DRILLED SHAFTS FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AND DRILLED AS SHOWN ON THE PLANS OR AS OTHERWISE APPROVED BY THE SHORING ENGINEER OR RECOMMENDED BY THE GEOTECHNICAL ENGINEER. b. DRILLED SHAFTS SHALL PROVIDE FOR CAISSONS CONS/RUCTED TO THE DIAMETER AND DEPTH AS IND/CA TED IN THESE ORA WINGS. DRILLING SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER TO VERIFY SOIL CONDITIONS. c. DRILLED SHAFT STABILITY SHALL BE MAINTAINED BY THE USE OF DRILLING FLUID OR CASING AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. d. MINIMUM SPACING BETWEEN ADJACENT DRILLED SHAFTS PRIOR TO SOLDIER BEAM PLACEMENT AND BACKFILLING SHALL BE Fl'tf (5) SHAFT DIAMETERS (10 FEET FOR 24" SHAFTS AND 12.5 FEET FOR JO" SHAFTS) e. SOLDIER BEAMS SHALL BE PLACED IN THE DRILLED SHAFTS AS SHOWN ON THE DETAILS HEREIN AND AS NEEDED TO ACHIE'tf A TOLERANCE OF 1/2 INCH OF THE INSIDE FACE OF THE SOLDIER BEAM FLANGE LOCATION. VERTICAL TOLERANCE SHALL BE 1/2 INCH PER 10 FEET. f. PLACE S/RUCTURAL CONCRETE PER NOTES FROM THE BOTTOM OF THE HOLE TO THE BOTTOM OF THE EMBEDMENT ELEVATION. g. PLACE LEAN CONCRETE (1 SACK MIX) FROM THE EMBEDMENT ELEVATION TO THE EXISTING GRADE. 2. LAGGING PLACEMENT: a. EXCAVATION AND LAGGING SHALL BE PERFORMED IN LIFTS OF NOT MORE THAN THREE (4) FEET OR AS OTHERWISE DIRECTED BY THE SHORING ENGINEER OR GEOTECHNICAL ENGINEER. b. PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT. THE TIMBER AND CONCRETE LAGGING MUST BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL AND LAGGING. VOIDS SHALL BE FILLED BY COMPACTING SAND OR PLACING LEAN CONCRETE SLURRY BEHIND THE LAGGING. c. GAPS BETWEEN WOOD LAGGING SHALL NOT EXCEED ½ INCH. PACK GAPS WITH HAY, S/RAW OR OTHER MATERIAL ACCEPTABLE TO THE ENGINEER. J. EXCAVATION MONITORING: 2 3 4 a. THE TOPS OF THE SOLDIER BEAMS SHOULD BE SUR'tfYED PRIOR TO THE START OF EXCAVATION AND AT LEAST WEEKLY UNTIL THE FOUNDATION IS COMPLETED AND BASEMENT WALLS ARE IN PLACE AND CURED. THE SOLDIER BEAM SUR'tfY POINTS SHOULD BE LOCATED AT APPROX/MA /ELY 16 FEET ON-CENTER (EVERY OTHER BEAM). b. THE ENGINEER SHALL BE NOTIFIED IMMEDIA /ELY OF THE SURVEY DATA SHOW ANY TOP OF BEAM DEFLECTION EXCEEDS ½ INCH. STATEMENT OF SPECIAL INSPECTIONS CONTINUOUS PERIODIC CBC REFERENCE VERIFICATION AND INSPECTION VERIFY USE OF REQUIRED DESIGN MIX X 1904.2.2 INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. MATERIAL VERIFICATION OF STRUCTURAL STEEL A FOR STRUCTURAL STEEL. /DENT/FICA TION MARKINGS TO CONFORM TO A/SC 360 B MANUFACTURER'S REPORT INSPECTION OF WELDING A MULTIPASS FILLET WELDS X X X X 2303.1.8.1 5 MATERIAL IDENTIFICATION OF TIMBER A IDENTIFICATION OF PRESERVATIVE X VERIFICATION AND INSPECTION ITEMS (OTHER) OBSERVE DRILLING OPERATIONS ANO 6 MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT VERIFY PLACEMENT LOCATIONS AND PLUMBNESS. CONFIRM ELEMENT 7 DIAMETERS, LENGTHS. EMBEDMENT INTO BEDROCK (IF APPLICABLE). RECORD CONCRETE AND GROUT VALUES. 8 VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH X X X D: \DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED: 02/15/17 If. If. If. 40-. 35-r-----------£ EXIST. GROUND SURFACE /, ---~ -r,------------------------~ \ ____ I I I ~ .... 1 5 L ----------' -----------------+l--- ---{,E:::::_::__=:3,E_=_:_=_:_=_:_;;:3,E~===3~,~--=--=--=-=-=Jt N4 N3 N2 N1 E11 I If. I I I I I I I I I I E11 If. I 10 l ASE OF EXCAlATION ==1---li----lt------il If. I If. -JO t:'1 F;:; -~~TE~PORARY CUT SLOPE '-FINISHED GRADE LEVEL 11------,'1'-----l1~~ -==--=~_,1,----''1 -, __ J_ _____ L~ASE OF EXCAVATION ------Ji.;----r#, ~-:;;-==.c:-~,,~-:;;-='fM,'F'-"'-~lil, 'F'::.C-CC:-~ffi:, I 1--------i f--------,11------H--------, 1--------ll 1----,'f---H--------JI 1--------j I t-------Jl t-------JI t------, I § :,j EXISTING 15" VCP SEWER MAIN PER n 15-DWG 460-5. PROTECT IN PLACE. . 10-GENERAL 1. EXCEPT FOR THE PORTION OF SHORING IDENllF/ED AS PERMANENT, THE SHORING AND SUPPORT SYSTEMS ON THESE PLANS ARE TEMPORARY SYSTEMS WITH UM/TED STRUCTURAL LIFE THE TEMPORARY SYSTEMS ARE TO BE CONSTRUCTED TO BE PART OF THE MEANS AND METHODS OF CONSTRUCllON FOR THE PROPOSED BUILDING AND ARE NOT INTENDED TO ACT AS A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, SHALL BE DESIGNED TO SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPL/CABLE BUILDING LOADS PRESCRIBED BY THE BUILDING CODE. S1RUC1URAL STEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH AS/M A992 (FY=50 KS/} OR BETTER. 2. MATERIALS AND WORKMANSHIP SHALL COMPLY NITH A/SC "SPECIF/CA noN FOR THE DESIGN, FABRICA noN AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS .• UMBER LAGGING 1. ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) OR HEM-FIR AND SHALL BE GRADE MARKED #2 OR BETTER. ----,-. -I --7--11 J -------------I -25~ ~ -20-, I I I I I -15 '--------194'----"+-,-A ___ __..___,,:.o'J_2 @16.5'~.9'~ V f------------------1'0 @ 8.17' (81.7o':,__ ________________ 1 _ _,,~.3s--J --10 CORROSION PROTECTION 1. STEEL SOLDIER PILES THAT AR£ NOT ENCASED IN CONCRETE AND ANY OTHER FERROUS ELEMENTS OF THE PORllON OF THE SHORING THAT ARE PERMANENT SHALL BE PROTECllON FROM CORROSION AS SPECIFIED ON THESE PLANS. 2. CORROSION PROTECllON SHALL CONSIST OF A MIN. 15 MIL THICKNESS OF POL YAM/DE CURED COAL TAR EPOXY. THE COA llNG MAY BE APPLIED EITHER OFFS/TE OR IN TH£ FIELD. IF TH£ COA llNG IS APPLIED OFFS/TE, ANY AREAS OF THE COA llNG THAT ARE OAMAGED DURING TRANSPORTAION OR BY HANDLING, cumNG. WELDING OR IN ANY OTHER WAY DURING CONSTRUCllON SHALL BE RECOA TED IN THE FIELD. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH AS/M A992 (FY=50 KS/) OR BETTER. 2. MATERIALS AND WORKMANSHIP SHALL COMPLY NITH A/SC "SPECIF/CA llON FOR THE DESIGN, FABRICA noN AND ERECllON OF STRUCTURAL STEEL FOR BUILDINGS .• PRECAST CONCRETE LAGGING 1. PRECAST CONCRETE LAGGING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIF/CATIONS PROVIDED ON DETAIL F ON SHEET 4. 1. 1. 2. J. 4. 5. "AS BUil T" PREPARED UNDER TH[ DIRECT SUPERVISION OF: TH£ GENERAL CONTRACTOR SHALL COORDINATE SHORING AND DRAWfNGS OF RECORD TO ENSURE PROVISIONS FOR POCKETS, BLOCKOUTS, OFFSETS AND OTHER ITEMS THAT MIGHT BE IN CONFLICT WITH OR AFFECTED BY THE TEMPORARY SHORING SYSTEM. A PR£-CONSTRUCllON SURVEY SHALL 8£ PERFORMED PRIOR TO SOLDIER BEAM INSTALLA noN AND EXCAVA nON, THE SURVEY SHALL INCLUDE SURVEYING OF THE LOCA noN AND ELEVA nON OF PDINTS ON THE COMB/NA nON SITE WALL/RETAINING WALL ON THE ADJACENT PROPERTY TO SOUTH. MONITORING OF THE ADJACENT WALL SHALL INCLUDE AT LEAST WEEKLY SURVEYS UNllL REMEDIAL EARTHWORK IS COMPLETED AND BUILDING WALLS ARE CONSTRUCTED. SOLDIER BEAM INSTALLA noN SHALL BE SUBJECT TO FULL-nME OBSERVA nON BY THE GEOTECHNICAL ENGINEER GRADING TO THE ROUGH GRADE ELA VA llONS OUTSIDE THE STRUCTURAL EXCA VA noN SHALL BE PERFORMED PRIOR TO INSTALLA noN OF SOLDIER BEAMS. ALL SOLDIER BEAMS SHALL BE INSTALLED PRIOR TO ANY STRUCTURAL EXCAVA llON. SBNO. FROM TO QTY TEMPORARY SHORING W1 --1 W2 1 S1 S5 5 S6 S8 3 S9 S13 5 S14 S20 7 S21 S26 6 El E2 E3 2 E4 E6 3 El E9 3 E10 E11 2 N1 N4 4 TOTALS: 43 PE MAN ENT SHORING S6 SB 3 S14 S20 7 S21 S26 6 CAISSON DIAMETER (INCH) 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 TABLE 1. SOLDIED BEAM SCHEDULE EXIST ROUGH TOP OF SHORED EMBED PILE EPOXY GRADE GRADE EMBED LAGGING HEIGHT LENGTH LENGTH SECTION COATED ELEV. ELEV. ELEV. ELEV. (FEET) (FEET) (FEET) W14x26 NO 35.0 290 24.0 29.0 5.0 7.00 W14x43 NO 35.0 32.0 24.0 32.0 8.0 1400 W14x43 NO 35.5 35.0 24.5 35.0 10.5 6.50 17.00 W14x48 YES 36.0 36.0 24.5 36.0 11.5 7.50 19.00 W14x48 NO 36.5 36.0 24.5 36.0 11.5 7.50 19.00 W14x48 YES 36.5 36.0 25.0 36.0 11.0 7.00 18.00 W14x68 YES 36.5 36.0 25.5 36.0 10.5 8.50 19.00 W14x43 NO 36.3 36.0 25.5 36.0 10.5 7.50 18.00 W14x48 NO 36.3 36.0 25.5 36.0 10.5 7.50 18.00 W14x43 NO 35.0 35.0 25.5 35.0 9.5 7.50 17.00 W14x43 NO 34 0 340 255 34 0 85 7.50 1600 W14x43 NO 33.0 33.0 25.5 33.0 7.5 6.50 1400 W14x43 NO 33.0 255 33.0 75 5.50 1300 214.00 W14x48 YES 36.0 36.0 32.5 36.0 3.5 15.50 19.00 W14x48 YES 36.5 36.0 32.5 36.0 3.5 14.50 18.00 W14x68 YES 36.5 36.0 32.5 36.0 3.5 15.50 19.00 TOPOF PILE PILE TIP ELEV ELEV. 29.0 17.0 32.0 18.0 35.0 18.0 36.0 17.0 36.0 17.0 36.0 18.0 36.0 17.0 36.0 18.0 36.0 18.0 35.0 18.0 340 180 33.0 19.0 33.0 20.0 36.0 17.0 36.0 18.0 36.0 17.0 Mmax (K/P·FT) 39.08 34.15 31.44 76.57 72.45 72.99 79.81 64.32 64.75 50.70 3796 26.08 23.52 19.14 16.48 42.23 1---+----i------------+----+---+---t----t I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ::===-==========='-'=== GRADING PLANS FOR: -Timwmrn rnrnmoo[Pp om®□ GR2019-0028 RP16-08 APPROVED: JASON S. GELDERT RCE ___ EXP. ___ _ DATE Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 REVIEWED BY: INSPECTOR DATE ~ ' ""~~wwwv;s;tTGloom 12/17/2021 LARRY R.l,(A YLOR RCE "5<!2 4, EXPIRES 06/30/2022 OATf DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ENGINEERING MANAGER OWN BY: LRT DA TE INITIAL DATE INITIAL CHKD BY: -n: OTHER APPROVAL CITY APPROVAL RVWD BY: re RCE 63912, EXPIRES 9/30/22 PROJECT NO. CT 16-02 DATE I DRAWING NO. . 519-SA DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 BACF4E4D4DG4NCTD PROPERTYAPN 155-200-12412OCEAN CONDOMINIUMSSHORING DETAILStgiCIVILNo. 58274Exp. 06.30.2022PL SURFACE ELEVA TION/[XISTING GRADE PER SCHEDULE f--++0.83' MIN. I I 2,0' i 8S.h.~.~WWW,ss-• ea::::i~~F__,,,P-___ _ : : .. ', ' ' : ~· --·~ -STEEL SOL()IER ~AM PER ...___ )l SCHEDULE : : .....___ ' ' "' FOOTING SLAB & STEM WALL i i ;\;' S TO 8£ CONSTRUCTED AFTER ~• ,j• wodo LAGGING ---tit, ~ GRADING IS COMPLETED x : : 1X ' ' -------------____ l_ _____ J e:i FINISHED PAD GRADE ________________________ 11\Jf-tt----t----:~:'---LEAN CONCRETE GROUT ' G WHERE REQUIRED i ~ : ~ L______________ I-. EMBEDMENT ELEVATION PER SCHEDULE 8 H <CAISSON DIAMETER PER SCHEDULE 0 !_~':!PORARY SHORING SOLDIER BEAM SECTION SURFACE ELEVATION/TEMPORARY GRADE PER ---SCHEDULE PL 2.0' COAL TAR EPOXY COATED STEEL f-=H-+_,__ BEAM PER SCHEDULE I LANDCAPE SOIL BACKFILL IN UPPER 18" MIN ~~. FREE-DRAINING GRAVEL BACKFILL FOOTING AND SLAB TO 8£ 4"x/2" R£/NFORCED CONCRETE CONSTRUCTED AFTER LAGGING PER DETAIL F / /::\: GRADING IS COMPLETED ~-- ---1c1,''!l;.'J~'e!d[d)-?''.i5dl;!l_i ) I '~ _flf'JJ.fit/IQ. -b~._;;.)~,;,;i;:,\,,~;;,.~'i~t}i/" ;(/ I " '------,,,,,77•:f\'.> . I " ·.:;,...>;4-&.f;11/\ SEE DRAINAGE nrr,111-1t= ON THIS SHEET UJ s E;J 0 "' l5 CL i!: "' § 1--8 ~ E;J 0 "' 85 "-LEAN CONCRETE GROUT WHERE REQUIRED J"x/2" WOOD LAGGING (BACK-LAGGED) CAISSON DIAMETER PER SCHEDULE 0 ~~:.MANENT SHORING SOLDIER BEAM SECTION NOTES: A. SOLDIER BEAM SHALL 8£ GOA TED WITH POLYAMIDE COAL TAR EPOXY ABOVE EMBEDMENT ELEVATION (WHERE NOT ENCASED IN CONCRETE) 8. REINFORCED CONCRETE LAGGING SHALL 8£ INSTALLED AFTER FIRST INSTALLING TIMBER LAGGING WITH BACK LAGGING IN UPPER 4 FEET. SPACE BETWEEN TIMBER LAGGING AND CONCRETE LAGGING SHALL 8£ BACKFILLED WITH I-SACK GROUT WITH LANDSCAPE SOIL IN UPPER 18" TO 24' 0: \DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED: 02/15/17 I FINISHED GRADE ---_: -:--------=---~-=-------~ FOOTING, SLAB & STEM WALL~ PL ".;,::~ ,nm -----! ---_''i----TEMPORARY 1.5: 1 CUT SLOPE PER PLAN 1 11.02' STEEL SOLDIER BEAM PER SCHffJULE-----1 I I I I SURFACE ELEVATION/TEMPORARY GRADE PER SCHEDULE J"x/2" WOOD LA~I tNG---+--+--,/ I TO 8£ REMOVED DURING FILL PLACE, ENT ',, ' " I X .'\' I I I EMBEDMENT ELEVATION fER SCHEDULE I PERMISSION FOR OFFS/TE GRADING AND CONSTRUCTION PER LEASE AGRffMENT WITH NCTD DA TED AUGUST 1. 2021 LEAN CONCRETE GROUT WHERE REQUIRED 24' CAISSON DIAMETER PER SCHEDULE 0 ~:.~TILEVER SOLDIER BEAM BACKLAGGING SECTION SURFACE ELEVATION/EXISTING GRADE PER SCHEDULE STEEL SOLDIER BEAM ---11\i, PER SCHEDULE _£JNJ_5H£QEA/l.GRAfl~.(JlB/YE.'li!u_nMPJ-------------J"x12· WOOD LAGGING--,H<, R/W ,,. ~ E;J 0 "' (E) SIDEWALK (TO BE REPLACED) l5 ,, ·----+----~-LEAN CONCRETE GROUT EMBEDMENT ELEVATION PER SCHEDULE G WHERE REQUIRED § 1--8 !--1CA/SSON DIAMETER PER SCHEDULE 0 TEMPORARY SHORING SOLDIER BEAM SECTION AT STATE STREET ROW N. T.S. ~SEE PLAN AND ELEVATIONS FOR SPACING~ -----PL-j SOLDIER BEAM PER ----.._ ~ 2. 0. PLAN AND SCHEDULE J"x/2" WOOD LAGGING EXCAVATION 2Od NAIL TO SECURE LAGGING (TYP.) 0 ~~5~DIER BEAM & LAGGING PLAN SECTION RETAINED SOIL J"x12" WOOD LAGGING . TACK WELD 4"x 4"x J/16" ANGLE (FULL HEIGHT) FILL ANY VOIDS BEHIND LAGGING WITH COMPACTED SAND OR LEAN CONCRETE J"x12" WOOD LAGGING _ ___, 2 -5/8" x J" LAG SCREWS PER LAGGING MEMBER EXCAVATION o~~TSIDE CORNER LAGGING DETAIL IS££ TABLE BELOW! -____ 7 REINFORCED CONCRETE LAGGING PER DETAIL F PERMEABLE PA VER SECTION PER DETAIL 8 ON SHEET 7 'J<o,-"<: s----J--TIMBER LAGGING WITH OPEN GAPS I 'I BETWEEN BOARDS t\~,~~~t'----OPl:N-1;RAl)£D AGGREGATE (ASTM C57) BA(:KF/1lL -CONTINUOUS FROM PERMANENT SHORING WALL BACKFILL TO PAVER BASE LAYER AND PVC UNDERDRAIN PIPE J-#4 @ 4.5" o.c. 0 ----------12· ----_J 4• PERFORATED PVC 1.5· MIN-I -I 1.5" MIN 0 ~~NCRETE LAGGING DETAIL NOTES: A. CONCRETE SHALL HA VE MIN. fc=J,25O PSI 8. REBAR SHALL 8£ GRADE 60 C. CONCRETE COLOR AND FINISH PER CLIENT SPECIF/CATIONS D. SEE TABLE BELOW FOR DESIGN LENGTHS CONCRETE LAGGING SCHEDULE SBNO. BEAM MIN. MAX. SPACING b1 t,, LENGTH LENGTH FROM TO SECTION (FEET) (INCH) (INCH) (FEET) (FEET) S6 S8 W14x48 8.00 8.0 0.34 7.66 7.72 S14 S15 W14x48 7.85 8.0 0.34 7.51 7.57 S16 S21 W14x48 8.00 8.0 0.34 7.66 7.72 S21 S26 W14x68 8.00 10.0 0.42 7.50 7.72 DESIGN LENGTH (FEET) 7.70 7.55 7.70 SBNO FROM I TO QTY 7.70 TEMPORARY SHORING W1 1 W2 --1 SI S5 5 S6 SB 3 S9 S13 5 S14 S20 7 S21 S26 6 E1 1 E2 E3 2 E4 E6 3 El E9 3 E10 E11 2 NI N4 4 TOTALS: 43 PEMANENT SHORING S6 SB 3 S14 S20 7 S21 S26 6 0 ~~:.MANENT SHORING WALL DRAINAGE DETAIL TABLE 1. SOLDIED BEAM SCHEDULE CAISSON EXIST ROUGH TOPOF SHORED EMBED PILE TOP OF PILE Mmax DIAMETER EPOXY GRADE GRADE EMBED LAGGING HEIGHT LENGTH LENGTH PILE TIP (INCH) SECTION COATED ELEV ELEV ELEV ELEV (FEET) (FEET) (FEET) ELEV ELEV (KIP-FT) 24 W14x26 NO 35.0 29.0 24.0 29.0 5.0 7.00 12.00 29.0 17.0 39.08 24 W14x43 NO 350 32 0 24 0 320 80 600 1400 32 0 18 0 3415 24 W14x43 NO 35.5 35.0 24.5 35.0 10.5 6.50 1700 35.0 18.0 31.44 24 W14x48 YES 36.0 36.0 24.5 36.0 11.5 7.50 19.00 36.0 17.0 76.57 24 W14x48 NO 36.5 36.0 24.5 36.0 11.5 7.50 19.00 36.0 17.0 72.45 24 W14x48 YES 36.5 36.0 25.0 36.0 11.0 7.00 18.00 36.0 18.0 72.99 24 W14x68 YES 36.5 36.0 25.5 36.0 10.5 8.50 19.00 36.0 17.0 79.81 24 W14x43 NO 36.3 36.0 25.5 36.0 10.5 7.50 18.00 36.0 18.0 64.32 24 W14x48 NO 36.3 36.0 25.5 36.0 10.5 7.50 18.00 36.0 18.0 64.75 24 W14x43 NO 35.0 35.0 25.5 35.0 9.5 7.50 17.00 35.0 18.0 50.70 24 W14x43 NO 34.0 34.0 25.5 34.0 8.5 7.50 16.00 34.0 18.0 37.96 24 W14x43 NO 33.0 33.0 25.5 330 7.5 6.50 1400 33.0 19.0 26.08 24 W14x43 NO 33.0 33.0 25.5 33.0 75 5.50 1300 33.0 20.0 23.52 214.00 24 W14x48 YES 36.0 36.0 32.5 36.0 35 15.50 19.00 36.0 170 19.14 24 W14x48 YES 36.5 36.0 32.5 36.0 35 14.50 18.00 36.0 18.0 16.48 24 W14x68 YES 36.5 36.0 32.5 36.0 3.5 15.50 19.00 36.0 17.0 42.23 l----+----+------------+---+---t------,f-----1 I SHEET I CITY OF CARLS BAD I SHEETS I ENGINEERING DEPARTMENT :==::::'..'.:===========:'..'.::::===: r----,,~-:::----;:::-:-~:--:;;:,;------IPiimwiJiJNDE'il'l'iifmRrn~mivi:cwiiOF~-------::;;;e;;;;;;:::---,1----_-_-_-_1-_-_-_-_1r_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_1-_-_-_-_-...,l---_-_-_1-_-_-_-_-...,T_-_-_-_---11 GRADING PLANs FOR: "As Bu IL T" PREPARED UNDER THE DIRECT SUPERVISION OF: RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE -umm1mrn rnrnmooCDR □rn®□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.9 .721.9991 • www.visitTGl.com LARRY R. AYLOR RC£ 2 4, EXPIRES 06 /JO /2022 12/17/2021 DATE INITIAL DA TE ENGINEER OF WORK GR2019-0028 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912, EXPIRES 9/30/22 DATE 1 REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: LRT CHKD BY: TC RVWD BY: TC PROJECT NO. CT 16-02 DRAWING NO. 519-5A DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 M FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FMFMFMS S S S S SEEEEEEEEEEEEEEEEEEEEEEETTTTTTT WWWWWW W W W W W W WWWWWWW W W WWWWWWWWWWWT T T T T T T T T T T T T TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT T WWTTTTTTTTTTTTTTTTTTG G G G G G G G SSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S SSSS S S SSSSSG G G G G G G G G G G WWWWWWWWWWWWWWWSSSSSSSSSSSSSSB6B6C6C6A6A6G 6 G 6H6H6J6 J6I6E6E6F 6 F 6A7A7D6 D6512 CONSTRUCTION NOTESOCEAN CONDOMINIUMSPRECISE GRADING PLANtgiCIVILEASEMENT NOTESNo. 58274Exp. 06.30.20220 1. 2. 3. 4. 5. '-<> 1,--1 \ ,_ ' NCTD PROPERTY APN 155-200-12 CONSTRUCT PERMEABLE PA VERS PER DETAIL 8 ON SHEET 7 CONSTRUCT 4" PERFORATED PVC PIPE PA VER UNDERDRAIN PER DETAIL 8 ON SHEET 7. CONNECT TO SUMP PER NOTE 3 AND DETAIL A ON SHEET 7. CONSTRUCT 18" DIA. X 72" DEEP SUMP BASIN WITH SUMP PUMP PER DETAIL A ON SHEET 7. 1.5" SCH 40 PVC DISCHARGE PIPE FROM SUMP TO PLANTER PER DETAIL A ON SHEET 7 8" PCV DISCHARGE PIPE FROM PODIUM DECK BIOFIL TRA TION PLANTER. CONNECT TO 10" STORM DRAIN PIPE PER NOTE 6. 6. 10" PVC SDR-35 PR/VA TE STORM DRAIN DISCHARGE CONNECT TO CLEANOUT 6A. CONSTRUCT TYPE 8 CLEANOUT PER owe 519-5. 68. 12· C-900 DR-14 PVC PUBLIC STORM DRAIN PIPE PER owe 519-5. 6C. VERIFY LOCATION OF EXISTING HP GAS UNE AND RELOCATE AS NEEDED FOR CATCH BASIN CONSTRUCTION 7. 8. 9. CONSTRUCT 5" CHANNEL DRAIN -NOS PRO OR APPROVED EQUAL PER DETAIL CON SHEET 7. CONSTRUCT 16" CATCH BASIN IN GARAGE PER DETAIL D ON SHEET 7. CONSTRUCT 1000 GALLON CLARIFIER. JENSEN PRECAST MODEL CL/000 PER DETAIL E ON SHEET 7. 10. CONSTRUCT PERMANENT SHORING RETAINING WALL PER SHEETS 2 THROUGH 4. 11. RELOCATE EXISTING LIGHT POLE PER owe 519-5 12. RELOCATE FIRE HYDRANT PER owe 519-5 13. CONSTRUCT 6" DCDA WITH 4'x2.5"x2.5" FDC AND CHECK VALVE PER CITY STD DWG W-22 ON 6" PRIVATE FIRE SERVICE PER owe 519-5 14. CONSTRUCT 2· DOMESTIC WATER SERVICE WITH 2· METER PER owe 519-5 15. CONSTRUCT 1• /RR/GA TION WATER SERVICE WITH f METER PER DWG 519-5 16. CONSTRUCT REDUCED PRESSURE ZONE BACKFLOW ASSEMBLY PER DWG 519-5 17. CONSTRUCT SEWER LATERAL AND CLEANOUT PER SDWG 519-5 18. CONSTRUCT PCC DRIVEWAY -MIN 6" PCC REINFORED WITH /3 REBAR @ 18' O.C. E.W. OVER 6" CLASS 2 AB COMPACTED TO 95% RELATIVE COMPACTION 19. REPLACE EXISTING TRASH ENCLOSURE ON ADJACENT SITE PER DETAIL G ON SHEET 7 AFTER COMPLETING OFFS/TE UTILITY IMPROVEMENTS PER DWG 519-5 20. CONSTRUCT BIOFIL TRA TION PLANTER BASIN PER SHEET 8 21. CONSTRUCT 3" PVC SCH. 40 SIDEWALK UNDERDRA/N PER SDRSD 0-27 AND DWG 519-5 22. CONSTRUCT PCC STAIR. MIN 4" PCC REINFORED WITH /3 REBAR @ 18" O.C. E.W. OVER 6" AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION 23. CONSTRUCT PCC SLAB. MIN 4" PCC REINFORED WITH /3 REBAR @ 18" O.C. E.W. OVER 6' AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION 24. EXISTING POWER POLf AND OVERHEAD UTILITIES TO REMAIN. TG 32.60 I[ 32. S5.\J5.50·. \FS 3 I =~'+~ ~.00 FS 365oj j EXIST. SITE WALL ON_,,/-ADJACENT SITE IT] ,rs 36.50 ' \ ' ' \ ' \ IND/CA TES A 8' WIDE EASEMENT FOR CONSTRUCTION OF SEWERS. MANHOLES, AND APPURTENANCES IN FAVOR OF THE CARLSBAD SANITARY DISTRICT, RECORDED JULY 18, 1952 AS BOOK 4531, PAGES 216 AND 220 OF OFFICIAL RECORDS. IND/CA TES A 12' WIDE EASEMENT FOR POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY. RECORDED NOVEMBER 13, 1975 AS DOCUMENT NO. 1975-318451 OF OFFICIAL RECORDS. IND/CA TES A 10' WIDE EASEMENT AND RIGHT-OF-WAY FOR INSTALLATION AND MAINTENANCE OF WATER PIPELINES IN FAVOR OF CARLSBAD MUTUAL WATER COMPANY. RECORDED APRIL 12, 1954 AS BOOK 5282 PAGE 544 OF OFFICIAL RECORDS. INDICATES A 4' WIDE EASEMENT FOR GUY POLES AND/OR ANCHORS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED JANUARY 23, 1958 AS BOOK 6919, PAGE 304 OF OFFICIAL RECORDS. THE LOCATION AND EXTENT OF SAID EASEMENT CANNOT BE DETERMINED OF RECORD AND IS NOT PLOTTED HEREON. FF 32.66 FS 32.6 FS 32.65 FS 36.50 1--x~ ~ 4;t STAlfSIREtT TOWNHOME; Lfc:t APN 203-054-34 • / ,---;/ ,,----\. -;-' • -7 ), / .. C EXIST. COMBO WALL ON ADJACENT --SITE PER owe 484-2A PROTECT ON PLACE r----, 10 0 SCALE i 10 (FEET) )<?) -<:"<:~~-_-:::~t:-: I ' ' ' ' ' 20 -.-POST-CONSTRUCTION BMP TABLE "AS BUil T" RCE___ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE BMPID TYPE B1O.09 BIOF/LTRAT/ON PREPARED UNDER THE DIRECT SUPERVISION OF: -'O'ffi\JOJIJ[B CB03ffi00[P p □rn®□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.99 760.721.9991 • www.visitTGl.oom LARRY R i\ YLOR RC[ 2 4, EXPIRES 06 /JO /2022 SIZE 70S.F. OWNERSHIP HOA 12/17/2071 DAT£ l----+---+--------------t----t---t---t-----1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT :===:::'.__'.============--=== GRADING PLANS FOR: 1 DA TE INITIAL DATE INITIAL DATE INITIAL ENGi NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GR2019-0028 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DWN BY: LRT CHKD BY: TC RVWD BY: TC PROJECT NO. CT 16-02 DATE DRAWING NO. 519-SA DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 SECTION I-ISECTION J-JSTATE STREETNCTD PROPERTYAPN 155-200-122333 STATE STAPN 155-200-04STATE ST CONDOSAPN 203-054-34SECTION C-CSECTION B-BSECTION A-ASECTION E-ESTATE ST CONDOSAPN 203-054-34STATE ST CONDOSAPN 203-054-34STATE ST CONDOSAPN 203-054-34ERTY0-12STATE STREETSECTION D-DSTATE ST CONDOSAPN 203-054-34SECTION F-FSECTION H-HSECTION G-GNCTD PROPERTYAPN 155-200-12NCTD PROPERTYAPN 155-200-12TYPICAL EXISTING STREET SECTION - STATE STREETTYPICAL PROPOSED STREET SECTION - STATE STREETAC PAVEMENT JOINT DETAIL612OCEAN CONDOMINIUMSGRADING CROSS SECTIONStgiCIVILNo. 58274Exp. 06.30.2022.... i:::l C: v 45 -C 1 CONG. PODIUM DfCK . .,,. f--------7 7 I I 40 -JO -I I ~ 2.0' -c-J EXISlll f1c_f3_LDG SLAB ~-::-.--~ 10" I __LJj ' J.J' ! I I I / ,~ PROPOSED PERM. PA VERS FF 32. 70 FS 32.65 ! I SEE DETAIL ON SHEET 7 l~~~ ; I STONE STORAGE LAYER COMPACTED SUBGRADE "'-(~• PERFORATED UNDERDRAIN 20-MIL HOPE GEOMEMBRANE 7-2' ! -! EPOXY COATED SOLDIER PILE . APPROX. OVERCUT UMIT \ -,-,-,-,-,-,-,-,-, 25 -/ I PER SHEET 2 • ; ~-1 r24" DIA CAISSON PER SHEET 2 11.a i LJ i I L L __ '..__J ' CONG. PODIUM DECK , 2.0· ---,-~ -------J=-1 _ :-10" r 71 J.J' / r · PROPOSED PERM. PA VERS =F=-F-='-3~2,_,_.7_,,,_0_L._+.--.-r'-iFS'-+324-, 6e,5'-,-llr-1-H -7 I SEE DETAIL ON SHEET 7 l~~~ ➔ I STONE STORAGE LAYER ~! COMPACTED SUBGRADE 4" PERFORATED PVC UNDERDRAIN 7. 7' _,_,_,_,_,_,_,_,_, 20-MIL HOPE GEOMEMBRANE'-l-Mlti-N---EPOXY COATED SOLDIER PILE APPROX. OVERCUT LIMIT c PER SHEET 2 ~ I 9' i LJ r24" DIA CAISSON PER SHEET 2 w_ __ J I v -CONG. PODIUM DECK -PROPOSED PERM. PAVERS-, _?!L_?!Ll,.JL. SEE DETAIL ON SHEET 7 ---i 2.0' ~c-1 --------==== \ ,, re snl ,--.-I '--l~-11--STONE STORAGE LA YER /' -4" PERFORATED PVC UNDERDRAIN FF 32.70 :( l 1 ,. , 20-MIL HOPE GEOM~E,_M_B~RANE__,__~~-i ·:, COMPACTED SUBGRADE <j '-._ SOLDIER PILE PER SHEET 2 ii APPROX. OVERCUT LIMIT\ :~ •\ -,-,-,-,-,-,-,-,-,--l--,-,~7 ' . 9-r :11 24" DIA CAISSON PER SHEET 2 v -CONG. PODIUM DECK I CONG. PODIUM DECK 2 a· -c/Q" - ------=1 -= XISVNG/PROPOSED SIDEWALK 1, ; I J.4j __ ~_u,r,--PCC WALKWAY -2. ' e-~F~F~J~2~.7~D~t---+~-"-I FF 32.80 '--L_ ,__r-------1~~~ H_: I 4' J 1 ~ ~ J6"MIN "--' COMPACTED SUBGRADE ! j --I[) 4" H.P. GAS COMPACTED SUBGRADE ·_,_N-4" SOLID PVC DRAIN ~~, ~ V '' ] I 6. 7' , , SEE NOTE BELOW 20-MIL HOPE GEOMEMBRANE B. t • N__ ~ I :] I EPOXY COA TED SOLDIER PILE c_1_ '-' SOLDl'cR P'LE p•rR cH'rET 2 APPROX. OVERCUT LIMIT ~ PER SHEET 2 APPROX. OVERCUT LIMIT\ ,--Cl , Cl ~-Cl \ '1 I -,-,-,-,-,-,-,-•-•---., ..... ''--' {---21" DIA CAISSON PER SHEET 2 -,-,-,-,-,-,-,-,-•-·• ---.-~ I 24" DIA CAISSON PER SHEET 2 , 1 : I NOTE: AFTER PLACEMENT OF FILL TO ' : 1 9.5 ,r/"p SUBGRADE ELEVAVON, REMOVE THE 9.5' i LJ i L! LJ ! II UPPER 36 INCHES OF SOLDIER BEAM U I u -u I BY TORCH CUTVNG WHERE NEEDED I __ J FOR CONsmucnoN OF FOOVNG ---------------------JO --25 SCALE: 1 INCH = 5 FEET SCALE: 1 INCH = 5 FEET SCALE: 1 INCH = 5 FEET SCALE: 1 INCH = 5 FEET SCALE: 1 INCH = 5 FEET . . 40 -. . 35 -. . --CONG. PODIUM DECK ,-----------_j 1.02' TO CL ·.I ' p PERMISSION FOR OFFS/TE GRADING AND CONSTRUCTION PER LEASE AGREEMENT IWTH NCW DA TED AUGUST I, 2021 , 1,,,..--EXIST. GRADE ', \ 1.6' 6.5' ~ _,.,---FINISHED SU?FACE I illllillll?"CC' 'I FF 32. 66 I I llll_I!l~ I =======:----'-i;itl ~~~,c·~ l.5TEMPORAR CUT SLOPE /1 CONG. PODIUM DECK ---------__ I FF 32.66 p -PERMISSION FOR OFFS/TE GRADING AND CONSTRUCTION PER LEASE AGRffMENT WITH NCTD DA TED AUGUST 1, 2021 ff. /0' WATER EASEMENT , ' v EXIST. GRADE 8' SEWER ASEMENT' . I '! , 4.0' 5.0' ' ', 15' 65' l. 6' ' 6 ?' I , EXIST. GROUND SURFACE1 FG 34 00 1 • I ~I / ';N/SHED SURFACE _ , 5.6' 418' (~EXIST. PCC CURB TO BE 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 --- - -'1%': _--2!£ 1 REPLA1 CED W1::: I= I= I= I= I= I t:T= I= I= I= I= y~ ---'-" -. / -..._ 2 I V REPAVE PRIVATE AC d I Ll I Ll I Ll I Ll I Ll I Ll I Ll Id I Ll I Ll I Ll I Ll J,!,· ff """ /' -'~ I DRIV[WA y TO MATCH --------~..,t:'I-TL11Ll1U:i:~g;:!;)"(:!;l.1 d1Ll1Ll1~Y-' -------~ (7' I "--r , EXISTING PER DWG 519-5 J=U=U~~l!!!"~~BLkJ=U=[Y DEEPENED FOOTING~ _,, 10" PVC S.D. --45 c-40 " c-35 .... " ~ " SW ROW NE ROW ,___---------------fiCQ.OCl}------------------1 ' SW ROW NE ROW i------------------fiCO.OCC}------------------1 f i---------30.00-----~-i-------30.0:r>-----~-i --8.0~ H 2" AC rERLAY TO CL ----~~7~::;=,.~~ 2% ·,. ~•e .... " , .. 2% L:" -~·,.; 'II'.µ NEW PCC ~ S/W '1 2% / 1' I -SEE DETAIL BELOW-\.. -,1 ~JO-DEEPENED FOOTING~ COMPACTED SUBGRADE '1 )1 ENGINEER£ FILL DEEPENED FOOTING~ COMPACTED SUBGRADE 11 TT I TT I TT I TT I TT I TT I TT 11fiy• ---..._ / INVERT EL. VARIES t: _I_= _I_= _I_= _I_= _I_= _I_= _I_= _I_~• SLOT CUT SHADED AREA / ' I I '--dTLlTLJTLJTLJTLJTLJTU~ PER NOTE BELOW : ~ • 8' 42" MIN TEMPORARY CUT i§ ~ JO "" NO SCALE NO SCALE T.l.=6.0 "" § ,..., -t;:l -25 ---20 ---15 -}---SOLDIER PILE '.I PER SHEET 2 l=I l=I l=I l=I l=I 1$!</ ~ A , l SLOP[ ~±~±~±~+~-41 ·'-....__~ TEMPORARY CUT SLOPE :/EL'. 27 y• ·9 CJ § ,..., " t;:l " APPROX. OVERCUT LIMIT /1 -,-,...1..~.li.iD_,_,,,, _._....,.,.._-H!V-24" DIA CAIS ON dTLlTLlT!-J-"1.5 APPROX----<.:'.OVQJCU. T LIM.IT---,_. • ~ ...-' --1 5.2' I_\ APPROX. OVERCUT LIMIT-, I I I J,Y __ :\......... r.-n "" rn ~&"I; c,iVFRT f; TfJ ?C n , CONSTRUCT 8" PVC ~ 25 2% EX. AC I SCALE: 1 INCH = 5 FEET 45-. 40-c,,35-r;; . "' :::, I I -~ JO-' ' ::,, [Qj R=i . -i 25-20-. 15-WATER MAIN PER DWG 519-5 i PER SHEET 2 _,_,_,_,_....,,.::,..,,__.,,____,.. EXIST. /0" VCP SEWER TO BE REPLACED 'MTH 12" PVC SEWER PER DWG 5'/9-5 EXIST. 8" ACP WATER TO " I I I I I I ' . .. [EXISTING I 5" VCP SEWER EXISTING /5" VCP SEW[~~ SCALE: 1 INCH = 5 FEET 45-SLOT cumNG NOTfS: •. BE REMOVED 1. REMEDIAL GRADING ALONG NORTHERLY PROPERTY LINE SHALL BE PERFORMED BY SLOT CUTnNG METHODS. MAXIMUM WIDTH OF SLOT CUTS SHALL NOT EXCEED 8 FEET UNLESS OTHERWISE APPROVED BY THE CITY. 2. "A-B-c" SLOT CUTnNG SHALL BE PERFORMED AS SHOWN ON SHEET 2 AND IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE ADDENDUM PREPARED BY TGI DA TED NOVEMBER 21, 2021 J. SLOT CIJTnNG OPERA 7/0NS, INCLUDING CUTS AND FILL PLACEMENT AND COMPACTION, SHALL BE CONTINUOUS/. Y OBSERVED BY THE GEOTECHNICAL ENGINEER. 4. SLOT CUTS SHALL BE BACKFILLED DURING THE SAME SHIFT THAT THEY ARE EXCAVA 1[0 OR AS OTHERWISE DIRECTED BY THE GE07rCHNICAL ENGINEER. 7rMPORARY BUTmESS FILLS SHALL BE PLACED AGAINST ANY CUTS LEFT OPEN OVERNIGHT. SCALE: 1 INCH = 5 FEET " c-20 L 15 PROPOSED FULL DEPTH SECTION-4" AC OVER 6" CLASS II AB -(Sff DWG 519-5, STRffT NOT[ I ON SHEU I) \_ \ LV D,lC::F GRIND TO STREU CL FOR MIN 2" 0 VERLA Y NOTE: FINAL PA V£M£NT SECTION SHALL BE DETrRMINED BASED ON R-VALUE TEST FOR UPPER /2" OF SUBGRADE. Sff "G£0T£CHNICAL DESIGN REPORT, PROPOSED OCEAN CONDOMINIUM PROJECT, 2501 STATE STRffT" PREPARED BY TAYLOR GROUP, INC., TGI PROJECT NO. 19.00971, REVISED APRIL 24, 2020 -45 rEXIST. SOUND BERM P~ FFQ67 ',-------,'-----------------------------------------------------------------, ,, 40-!:'135-r;; § 1; L---40 . /GUTTER FLOW LINE FF VARIES (FF 31.50 MIN/FF 32.50 TYP) :::, aJO-J<. L__ c[SVMATED LIMIT OF CLAY SOILS TO BE REMOVED ------------------------------------------------------------------------------------------------------------------------1-'"'---~:trr:i~RY -JO~ ,<. ;:::: r,; ---, 25-----n-7,crm-----------------------------------------------------LI I 15" VCP SEWER~ ~ -------------------------------------------------~~~PROX. LIMIT OF OVERCUT LINE FDR REMEDIAL GRADING !1:1 20-fl noo 'q 1, ~~ --------,1, 15-PL ... ....... ... ( _____ EXIST. GROUND SURFACE/FINISHED SURFACE p L c,----PROPOSED FINISHED FLOOR I; .... --·-------;, w,,;,;;;;,,,, ;;,,;:;;;,;;,,,; r --· -'1=0'7===c=c', i i 1 ~~= r[SVMATED LIMIT OF CLAY SOILS TO BE REMOVED L___ i i .. 6EL. 21.00 -------------------~ ____________________________ _ _d [oµ' EL. 22.6 MIN i, '1 \_~XIST. 10" VCP SEWER/PROPOSED 12" APPROX. LIMIT OF OVERCUT LINE FOR REMEDIAL GRADING f.o--I I ' I I ----------I TEMPORARY SHORING -45 --40 -35 c,, -r;; § :::, -JO a ,<: ::,, -R=i -25 --i -20 SCALE: 1 INCH = 10 FEET J1 ;:::: r,; -25---, -20 -15 PVC SEWER PER DWG 519-5 1, I 1 EXIST. 8" AC WATER/PROPOSED 8" PVC WATER PER DWG 519-5 l_l i --15 t---+----+-----------+---+---t------,f-----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT :==::::'...'.:===========:'...'.::::=~ GRADING PLANS FOR: SCALE: 1 INCH = 10 FEET "AS BUil T" RCE___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE PREPARED UNDER THE DIRECT SUPERVISION OF: -'O'ffi\JOJIJ[B CB03ffi00[Pp □rn®□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.99~~ -' -~o.721.9991 • www.visitTGl.oom LARRY R VA YLOR RC[ ~2 4, EXPIRES 06/30/2022 12/17/2021 DATE DA TE INITIAL ENGi NEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL GR2019-0028 RP16-08 APPROVED: JASON s. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 OATE OWN BY: LB! I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: TC CT 16-02 519-SA CITY APPROVAL RVWD BY: TC DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 STATE STREETWW W W WWWWTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTT WWWWG G G G G G G G G G G G GA7A7G7 STATE STREET712DETAIL C. TYPICAL CHANNEL DRAIN SECTIONOCEAN CONDOMINIUMSGRADING DETAILStgiCIVILNo. 58274Exp. 06.30.2022SECTION A. RETAINING WALL SECTIONS AT ADA RAMP AND BIOFILTRATION PLANTERDETAIL B. TYPICAL PERMEABLE PAVER SECTIONDETAIL E. CLARIFIER DETAILDETAIL D. CATCH BASIN DETAILDETAIL F. BUILDING ENTRANCE DETAILDETAIL G. PLANTER WALL OPEN JOINT/WEEPHOLEDRAINAGE TO PAVER BASEELEVATIONSECTION X-XSECTION A. SUMP/SUMP PUMP AND BIOFILTRATIN PLANTER DRAINAGE DETAILNO SCALE 18" DIA. X 72" DEEP ROUND FIBERGLASS SUMP AK INDUSmtES CB-18"X72"-100 OR EQUAL MASONRY RETAINING WAL2_· .• ••••·. TYPE 5 PER SDRSD C-5 ! 7~,~~m~,~7'"r1 l"~ii'11 ~"'"°"' rnFil,, 1-, di I =;ill,=!lin= _Jm1=r=i =Wi ~ s1 ' I F I_ ~, ES .32 zo 6" PVC RISER RIM 38.10 ..__ _________ _ FG 37.60' PLANTER r1.-1+.---J" SOLID SCH 40 PVC DISCHARGE TO SIDEWALK UNDERDRAIN 4" SCHEDULE 40 PVC SLEEVE \ d~J~,;J-Jk 2" SCHEDULE 40 PVC SLEEVE _ ~ L_ _:_r-25 ·· · l!'.\l Xih,1:,"'1£', •4ff · ~ ~ u ________ tt'<c:==c__,___J-H-2" ::::~~::: SLEEVE IE JI.JO 1.5" DIA. SCH 40 PVC DISCHARGE TO PLANTER 4 PVC IN FROM PA VER UNDERDRAIN IE 30.40 AND S. SIDE AREA DRAINS 4" PVC IN FROM CHANNEL DRAIN, SUMP PUMP -ZOELLER MIJl OR APPROVED EQUAL CONC. PODIUM DECK AREA DRAINS AND UNDERDRAIN !':!QJI;_ SUMP SHALL BE IN PLACE PRIOR TO CONSmUCTING RETAINING WALLS fJJllE;_ SEE SHEET 8 FOR ADDITIONAL 8/0FIL mA TION PLANTER DETAILS FOR BIO. 09 MASONRY RETAINING WALL -TYPE 3 -._._.__ PER SDRSD C-J Fi MASONRY RETAINING WALL -TYPE 5 PER SDRSD C-5 WATERPROOFING MEMBRANE -----mEMCO mEMPROOF 6100 SYSTEM WITH mEMCO HDPE-40 PROTECTION COURSE TYPICAL FOR ALL RETAINING WALLS FG 37.60'. '.L-·>12/\2'.,'\<3;):'aj,( J" PVC SIDEWALK UNDERDRAIN PER SDRSD D-27 PER DWG 519-5 (ROW 2019-0692) NO SCALE 2" SCHEDULE 40 PVC SLEEVE TW 35.58 ACCESSIBLE RAMP FS 33.00 fJJllE;_ WALLS TO DRAIN TO GRA VEL LA YER BENEATH PA VERS WA OPEN JOINT WEEP HOLES AT TOP OF FOOTING ELEV. PER DETAIL G PCC CURB FOR EDGE RESmAtNT Wt/ERE REQUIRED t:l i'E ,le .::~J 4" SCHEDULE 40 PVC SLEEVE .---SOLDIER BEAMS FOR TEMPORARY SHORING TO BE CUT OFF 12" MIN BELOW BASE OF WALL FOOTING Wt/ERE NECESSARY 2.25 TO 34.25 2" SCHEDULE 40 PVC SLEE 4" x 12 .• " W/ 1-.. #J REBA.·R LONG·J•·-~L-. Y~ BELGARD "AQUA ROG" PAVERS WITH PERMEABLE JOINTS ~ 4.5"x9"x3.13" AND 9"x9"x3.13" PAVERS WITH 0.63" JOINTS I I ),, .. Jl., ,,Jl:',)•iJ · :••lJ • .-~->:•' 1" MIN. OPEN-GRADED BEDDING COURSE (ASTM No. 8) -2" TYP. I I I "' ,; . ,; <1 . A <1 4 . . 12" MIN. OPEN-GRADED BASE RESERVOIR (ASTM No. C57) ~ ~ EXTENSION WITH CAST-IN FRAME SHOWN NO SCALE SIDE VIEW (CUTAWAY) I BLE VARIA 17" MIN IMUM . f---2.1667 ---1 1616 D.I. BOX 24" CAST IRON FRAME & COVER WITH GASKET (GASTIGHT) STANDARD ~ k --I!: • 11 • I I· -2.0000-' 'I c,, ... .-' l INLIT . r INVERT . -. . . '.-5 .0000 . . \ . ~\ . l" . . ,. . \ ~ 12" EXTENSION AS REQUIRED (AT EXTRA COST) ~ 2432-03 -2432-06 OUTLET INVERT 6.250 4.7500 RISER-3" RISER-6" 0 . ~ . . ' . . . . .... .• . . . . ... ., ' . . • c---------8.1667----------, TOP VIEW (COVERS & RISERS REMOVED) \__ 5.0833 ' 4' INLET & OUTLET PIPE AND FITTINGS STANDARD -I <1 2%., ,; q·0--PERFORATED 4• PVC UNDERDRAIN PIPE Wt/ERE SPECIFIED 1 1-1,, , 1 1 1, 111 n1111-1-· 11 11~1-11111111L .. _ 1 LIQUID CAPACITY, 1,000 GALLONS. _I I 1-111111-1 I 1-111111-1 I 1-111111-1 I 1-1 Ill Ii' ._l +-j -SUBGRADE SOIL NO SCALE GARAGE SLAB PER ARCH PLANS NOTES: 5• CHANNEL DRAIN WITH mAmc GRATE NOS PRO OR APPROVED EQUAL 6" PCC DRIVEWAY SLAB W/ #3@ 18" O.C. E.W. .-'-t--11-'--+-},__.:._~_.:;_:-••-----=~--6" MIN. CLASS 2 AGGREGATE BASE '""-''="{1;;c;11~11Sffl1-ilb~~ .... : __ COMPACTED SUBGRADE SOIL #3 OR #4 REBAR STAKE SUSPENSION METHOO. LENGTH OF STAKE APROX. 16". 1. CHANNEL TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. J. DO NOT SCALE ORA WING. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. LOAD CLASS 'A' & 'a' -4" ENCASEMENT REBAR SUSPENSION D: \DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED: 02/15/7 7 BOX DESIGN LOAD• H-2O TRAFFIC FROM 1' TO 6' OF SOIL COVER. NO SCALE "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE POST-CONSTRUCTION BMP TABLE BMPID TYPE SIZE B/O.09 BIOF/LTRATION 70 S.F PREPARED UNDER THE DIRECT SUPERVISION OF: -'O'ffi\JOJIJ[B CB03ffi00[P p □rn®□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.9 .721.9991 • www.visitTGl.oom RCE OWNERSHIP HOA 12/17/2021 DATE -~ ~ -~ ~-v ~ ., I .. ., v v "' ., ~ i ------~ ~ .. ... <"' v. ~ ~ ✓ .. ~ .. ., .~ I ~· I I •• '1 -, \ _?'' <t I • I I ✓ ...... ~ ~. v .. ., .. v TW 35.58 B BW 32.70 TF 32.25 .,. FS 32.70 ., ~ . . .,, FS 32.65-~ ~ -~ ~ ,. .. ~-v ~ . ., .. < / ___ \..-'-4,:y;:, \ .1':,;:·. 4 . < l 4 .,I 4 .l < 4 4 .l 'I I I I I I• \4·,· -y<, I I I . 14', <t \ I 4 • .l I \ /1 'f · I I I I • . • I . \ I ;J5.0 I 4.5~ · I . . ' I I •• \I ., ,, I / <f I 4 . _-' . \ <t I 4 \ <£. \ I I I II II ,, II I " " " I \ 4 I I ·s1 RIM 38.10 , 5•:-.57 6" SCH 40 PVC RISER • I ' 3 ', .... >· ··::,~',-:o ·, TC 36,:~0 }· -~-::;:.--1_ ---'. \\ ,:! : .J.-" ~; . UNDEkDARIN DISCHARGE TO ., SOR '-D-27 SIDEWALK UNDERDRAIN PER ~ ::.·:: A 5~\-5 (ROW12019-0692) \ . 4 • .J 4 • \~. * .. 4" PERFORATED PVC UNDERDRAIN PIPE 1 ·~.;~:25 < / \ _j BW 36.38 A \<T TF J4.92 , 4 36.48 4 FS J6.44 '(?>, \ I'_"') \ -<:./ / . I ••fS' 6.68 4, \ FS 36.60 r.,c; • .--7.1~~-~.m:. . I 4 i . // \ I . I PERMANENT SHORING WALL PER SHEETS 2 THROUGH 4 EXISTING OFFS/TE COMBO WALL. PROTECT IN PLACE. SCALE: 1 INCH = 5 FEET DETAIL F NOTES: A. TYPE J MASONRY RETAINING WALL PER SDRSD C-03 8. TYPE 5 MASONRY RETAINING WALL PER SDRSD C-05 .l / C. RETAINING WALLS SHALL BE DRAINED THROUGH OPEN GROUT JOINT WEEPHDLES IMMEDIATELY ABOVE THE TOP OF FOOTING ELEVATION TO THE GRAVEL LAYER BENEATH PERMEABLE PA VERS -SEE DETAIL G BELOW D. AREA DRAINS IN CONCRETE SLAB AND PAVER AREAS SHALL BE 6" NOS "SPEE-D" BASINS WITH 6" ROUND OR SQUARE GRATES. USE SPEE-0 BASIN RISERS AS NEEDED TO ACHIEVE DESIGN INVERT ELEVATIONS. E. SUMP AND SUMP PUMP PER DETAILS ON SECTION A THIS SHEET F. 1.5" PVC DISCHARGE FROM SUMP ONTO 18"x36" SPASH BLOCK (MODERN PRECAST, INC. OR APPROVED EQUAL). G. THIS DETAIL IS FOR WALL, PLANTER, DRAINAGE AND FINISHED SURFACE ELEVATIONS. SEE SHEET 5 FOR ADDITIONAL GRADING NOTES LEAVE EVERY OPEN (3 SQ. NO SCALE x----, 111-111-1-1 -111-111-, _ 11 I_LJ_ J!T I Tl 11ml Im IIT ~ • - -I I 1.'.11J1i' 1111.'11~ rW~1sJ1I~ RETAINING WALL FOOTING 2X MIN SLOPE TO UNDERDRAIN t---+----+-----------+---+---t-----,f----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT :==::::'..'.:===========:'..'.==~ GRADING PLANS FOR: 1 DA TE INITIAL DA TE INITIAL DATE INITIAL ENGi NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GR2019-0028 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 OWN BY: LRT CHKD BY: __ T_C_ RVWD BY: PROJECT NO. CT 16-02 DATE DRAWING NO. 519-SA DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FMSS S S SEEEEEEEEEEEEEEETTTTTT WW W W W WWWWWWW WWWWWWWWWWWT T T T T T T T T T T T TTTTTTTTTTTTTTTTTTTTTTTT T WWTTTTTG G G G G G G G SSSSSSSSSSSSSSS S S S S S S S S S S SSG G G G G G G G G WWWWWWWWWWWWWWWSSSSSSSSSSST T TGGG G tgiCIVIL811OCEAN CONDOMINIUMSBMP LOCATIONS & DETAILSGROUND FLOOR AND PODIUM DECK BMPsLEGENDNo. 58274Exp. 06.30.2022DETAIL FOR BIOFILTRATION PLANTER BIO.02TYPICAL DETAIL FOR BIOFILTRATIONPLANTERS BIO.01A-D & BIO.03 T0 BIO.08DETAIL B. TYPICAL PERMEABLE PAVER SECTIONMAX WA IER LEVEL I_JI IU11i'1 f--lt-l_llll_liiil I _J U II 18"X36" SPLASH BLOCK AT DOWNDRAIN LOCATION (MODERN PRECAST OR APPROVED EQUAL) ~-6" SOLID PVC RISER/OVERFLOW WEIR 10" MAX r 2" MULCH LA YfR __ ___,,,_ I 42" 18" SOIL MEDIA I INTERIOR OF UNIT I DRAIN FROM ROOFTOP 18"XJ6" SPLASH BLOCK AT DOWNDRAIN LOCATION (MODERN PRECAST OR APPROVED EQUAL) 6" SOLID PVC RISER/OVERFLOW WEIR 11= I I PCC CURB FDR EDGE RESTRAINT WHERE REQUIRED 4" x 12" W/ 1-#3 REBAR LONGI/UDINALLY BELGARD "AQUA ROG" PA VERS WITH PERMEABLE JO/N7:S 4.5"x9"x3.13" AND 9'x9"x3.13" 1 .•....... /t ....... )L •. JQCJ ·;:••.-· --~ ~:::.5 a::_::;~::1::0,NG COURSE L1 (ASTM No. 8) -2" TYP. 4 • 12" MIN. OPfN-GRADED 81\SE <1 RESERVOIR (ASTM No. C57) . <1 ... .. __ ~ 2% • ~ . 0---PERFORATED 4" PVC UNDERDRAIN 11 ,,_ I 11=1-E 11=1 I --11-T. PIPEWHERESPECIFIED ?[f~> <'), /-\---_/ ,,', '-< ,, ,, , b,S,,;i.i.,,fit±iF=t====;:6;;=,, ~GR~A'!L' CHOKJER LAYER EX/: WALKWA y II II II I I II II II I ,c f-------------_j__Jlilili,1111111111..,..,.. ............ -=b.., ~ ' • I 1111 ,-._,_,, I 11111111111 1111111 11 1i'111 I 1i'111 I 1i'111 I 1i'111 l-CONCRETE PODIUM DECK 6" PVC DISCHARGE PIPE MOUNTED ON PARKING LEVEL CEILING DMA BIOFILTRATION ID PLANTER ID OBA 810.0/A 088 810.0/B OBC 810.0/C OBD 810.010 \ \ \ PLANTER AREA(S.F.) MIN. PROPOSED 90 90 9 18 22 34 84 94 FLOOR LEVEL (BASE ELEVATION) PODIUM DECK (EL 42.67) PODIUM DECK (EL 42.67) PODIUM DECK (EL 42.67) PODIUM DECK (EL 42.67) CONCRETE PODIUM DECK -111--111--111--111-'--SUBGRADE SOIL WA IERPROOF!NG MEMBRANE -TR[MCI TREMPROOF 6100 SYSTEM WITH TREMC HDP[-40 PROIECTION COURSE WA TERPROOF!NG MEMBRANE -REMCO TREMPROOF 6/00 SYSIEM WITH TREMCO HDPE-4D PROTECTION COURSE 4" PERFORATED PVC UNDERDRAIN PIPE 6" PVC DISCHARGE PIP[ MOUNTED ON PARKING LEVEL CEILING NO SCALE J" PERrORA TED PVC UNDERDRAIN PIPE \ 0 ' I I I I ,, ,, ,, ,, \ \ \ \ \ \ \, \ \ \ \ \ I I ,J \ \ \ \ \ \ \ \ BIO.DID (ON 2nd FLOOR) AREA=94 SF VOL=115 CF WIER EL 45.34 FS EL 44.84 INVERT EL 42.67 _L --------co. \\\\ '\\\\ \ \,\ ,.,._\,.·'\: \\; \\ .. \ ,.., \ .,, \ \ , \ \ ,, \ \.,. ... , \ \ \ \ \ \ ;\~\ ,,' ,, \ \ ,) y . -· \_·· \_. (' \ \ ,, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ (ON 2nd FLOOR) AREA=34 SF VOL=42 CF WIER EL 45. 34 FS EL 44.84 INVERT EL 42.67 RISER r __ _ I I I I I I --0 co BIO.OB (ON 2nd FLOOR) AREA=24 SF VOL=29 CF WIER EL 45. 34 FS EL 44.84 INVERT EL 42.67 _____ · ---------------------~ ...... ---------------------I I I I ---._I \ 01 ~ \ <1 ~ \ c-:il 'lJ I >-I o \ ~I ~ ._ ____________ , 8/0.07 (ON 2nd FLOOR) AREA=56 SF VOL=69 CF WIER EL 45.34 FS EL 44.84 INVERT EL 42.67 8/0.06 I I I I I I I I I \ ~I I I · ' I \ r-I 1? \ ';21 s::::i \ ~I a I I u; \ R1 \ ~I \ ~I \ -2_1 I I t------------------\ 8/0.05 I -------, \ I I I I \ 0 \ I I I I I \ (ON 2nd FLOOR)t------, \ \ (ON 2nd FLOOR) AREA=77 SF VOL=94 CF WIER EL 45. 34 FS EL 44.84 INVERT EL 42.67 .JJ.---,, 8/0.03 (ON 2nd FLOOR) AREA=101 SF VOL=124 CF WIER EL 45. 34 FS EL 44.84 INVERT EL 42.67 AREA=16 SF '-.. \ \ VOL=20 CF :---n "-c"'SC""R=IS=;ER;,,'~----' WIER EL 45.34 ~ '-0 ---1 I \ I I I 1-i'=--~----------. ==11 \ FS EL 44. 84 l'ab?' · · · INVERT EL 42.67 0 d I I II II II II II II 0 0 8/0,04 (ON 2nd FLOOR) AREA=92 SF VOL=113 CF WIER EL 45. 34 FS EL 44.84 INVERT EL 42.67 (ON 2nd FLOOR) AREA=216 SF VOL=351 CF WIER EL 46. 34 FS EL 45.34 INVERT EL 42.67 r,----1'...==;==;==;==;==;========::!:!::==========*=====i---------, ,< ;> ... •<··•RtSE!f~ I o II II 0 0 0 0 ~-------------------------,ic,-_;;.co it .I? c;-o \ ------..--..... : -:··, .. ·. -: . .--."' ... : . .--..... ,.,_ --.-·, . . \ ·-' ,, , I I UPPER LEVEL AREAS--<.~ DRAIN 810.09 L _____________ -• _ ---------w -------•·111111 iiiMiiii -···-· --·-------------------------------------i ----------=~--EYEBROW ROOF DETAIL DISCHARGING TO 810.09 BIOFILTRATION PLANTER SUMMARY ··. ·· ... SUMP-DISC/fARGING. TO BIO. 09 ··. LAYER THICKNESS/DEPTH (INCHES) RISER TOP OF WALL STORAGE (CU.FT,) TOTAL DCV AREADRAJNING TO PLANTER (S.F.) SOIL WIER EL. HEIGHT MEDIAi DETENTION VOL (CU.FT.) MEDIA CHOKER GRAVEL PONDING (FEET) (INCHES) GRAVEL WATER (CU.FT.) SITE AREA (2) PLANTER TOTAL 18 1.5 4.5 6 45.34 36 65 45 110 128 2.992 23 3,015 18 1.5 4.5 6 45.34 36 13 g 22 14 286 0 286 18 1.5 4.5 6 45.34 36 25 17 42 35 725 12 737 18 1.5 4.5 6 45.34 36 68 47 115 134 2.774 18 2,792 C/.01 DESCRIPTION TRACT BOUNDARY/ROW BUILDING FOOTPRINT PROP. PERMEABLE PA VERS PROP. 8/0FIL TRA TION PLANTER PROP. LANDSCAPES SWALE PATIOS, BALCONIES AND ARCHITEC/URAL FEATURES DRAINING TO LANDSCAPE PROP. PCC PAVEMENT DOWNDRAIN LOCATION RISER CLEANOUT PERFORA IED UNDERDRAIN PIPE SOLID P VG DRAIN PIPE DIREC110N OF ORA/NA GE ' ' ' \ \ SIDEWALK UNDERDRAIN FOR SYMBOL ~ TI tu I >I 1::.: ·:: :1 11111111 I • ~ I 0 RISER oco QISCHARGE FROM 810.09 \ 10 0 10 8/0.09 ' ' ' ' ' RCE __ _ REVIEWED BY: INSPECTOR SCALE (FEET) " AS BU I LT" EXP. ____ _ I 20 DATE DATE 09 BfO.02 11·1 24 219 PODIUM DECK (EL 42.67) 18 2 6 10 4584 10 B/0.03 49 101 PODIUM DECK (EL 42.67) 18 1.5 4.5 6 45.34 42 173 183 356 39 36 73 51 124 79 763 219 1,612 101 982 1,713 t---+-----+-----------+---+---t-------,f-----1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT :==::::'..'.:===========:'..'.::::=~ GRADING PLANS FOR: 11 B/0.04 92 92 PODIUM DECK (EL 42.67) 18 1.5 4.5 6 45.34 36 67 46 113 147 3.030 85 12 BIO.OS 53 77 PODIUM DECK (EL 42.67) 18 1.5 4.5 6 45.34 36 56 39 94 86 1.755 77 13 B1006 16 16 PODIUM DECK (EL 42.67) 18 1.5 4.5 6 45.34 36 12 8 20 25 515 16 14 B/007 56 56 PODIUM DECK (EL 42.67) 18 1.5 4.5 6 45.34 36 41 28 69 91 1,863 50 15 B/0.08 6 23 PODIUM DECK (EL 42. 67) 18 1.5 4.5 6 45.34 36 17 12 28 9 180 23 06 B/0.09 17 75 ~E CORNER AT ST LEVEL 18 1.5 4.5 6 38.10 VARIES 54 38 92 28 557 75 TOTAL: I 518 I 895 1184 815 17052 699 NOTE1. 8/0FIL TRATION PLANTER 810.02 IS DESIGNED TO DETAIN 100% OF THE RUNOFF FROM THE TRIBUTARY ROOF AREA FOR THE JOO.YEAR STORM EVENT TO LIMIT THE PEAK DISCHARGE FROM THE SITE TO THAT CORRESPONDING TO THE PRE·PROJECT CONDITIONS. 3,115 1,832 531 1.913 203 632 17751 NOTE 2. "SITE AREA" FOR 810.01 THROUGH BIO.OB INCLUDES IMPRERVIOUS EXPOSED ROOF, ROOF DECK AND BALCONY AREAS OF THE STRUCTURE 'SITE AREA' FOR BIO 09 INCLUDES A COMBINATION OF IMPERVIOUS EXPOSED ROOF AND BALCONY AREA OF THE STRUCTURE AND HARDSCAPED AREAS AT THE STREET LEVEL CALCULATION OF DCV, REQUIRED STORAGE AND MINIMUM FOOTPRINT IS BASED ON TOTAL AREA INCLUDING THE PLANTER AREA PREPARED UNDER TH[ DIRECT SUPERVISION OF: -LARRY R 'O'ffi\JOJIJ[B CB03ffi00[P p □rn®□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.9990 • . 760.721.9991 • www.visitTGl.oom 2 4, EXPIRES 06 /JO /2022 17/1717021 DATE DA TE INITIAL ENGi NEER OF WORK 1 DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GR2019-0028 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DATE DWN BY: LRT --,-,--. CHKD BY:_,_,, __ RVWD BY: TC PROJECT NO. CT 16-02 DRAWING NO. 519-SA DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 FMFMFMFMFMFMFMFMFMFMFMSSE E E E EETWWWWWWWWWWWTTTTTT TTTTTTTTTTWGGS S S S S S S SSSSSSGGGGGWWWWWWWS S S S S 15121308D11091408C08A08B0910STATE STREETFMFMFMFMFMFMFMFMFMFMFMSSE E E EETWWWWWWWWWWTTTTTTTTTTTTTTTTWGGGGS S S S S S S SSSSSSSSGGGGGGWWWWWWWS S S S S0204050301 010107010607EETTGG912OCEAN CONDOMINIUMSDMAs & BMP DETAILStgiCIVILENGINEER'S NOTES:LEGENDBUILDING DRAINAGE TO BIOFILTRATION PLANTERSSCHEMATIC DIAGRAM OF STORM WATER ROUTING08ADETAIL FOR BIOFILTRATION PLANTER BIO.09No. 58274Exp. 06.30.2022GROUND LEVEL DMAs AND DRAINAGE.. r----, i 20 0 20 $CALE (FEET) 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 \\' • • ul,/P 01scii/,RGING i TO! 8/0. 09,\ , I I •~-"" ' , "EYEBROw" ROOF DETAIL 11 Of?AIN~JO BID. 09 II \,', 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 " \· , .... <' r< \ 1' \• ', ', --'·• '~-----'------·~' ,. 40 , , , ------___ ,---1,-, , , , ~ i 20 0 20 SCALE (FEET) 40 I I A. CIVIL ENGINEER (£OW) MUST BE ON SITE DURING BUILDING CONSTRUCTION TO ENSURE THAT B/OFILTRATION BMPs ARE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS. B. CIVIL ENGINEER (£OW) MUST REVIEW THE FINAL ARCHITECTURAL PLANS TO ENSURE THAT ROOF AND OTHER BUILDING DRAINAGE IS ROUTED TO THE BIOFIL TRA TION BASINS AS ASSUMED FOR THE APPROVED SWQMP. CONG. PODIUM DECK 18" DIA. X 72" DEEP ROUND FIBERGLASS SUMP AK INDUSTRIES CB-18"X72"-IOO OR EQUAL DESCRIPTTON TRACT BOUNDARY/ROW BUILDING FOOTPRINT PROP. PERMEABLE PA VERS PROP. BIOFIL TRA TION PLANTER ON PODIUM DECK PROP. LANDSCAPES SWALE PATIOS, BALCONIES AND ARCHITECTURAL FEATURES DRAINING TO LANDSCAPE PROP. PCC PAVEMENT OPEN TO PODIUM DECK PLANTERS ROOF AREA DRAIN INLET SYMBOL El I I i:::::!:::j I 1111 I • , I [:><:] □ DRAIN INLET OOWNORAIN LOCATION & ROUTING DIRECTION OF SURFACE FLOW HORIZONTAL ROOF DRAIN PIPE PER ARCHITECTURAL PLANS 0 DOWf,/DRAIN TO BIO. OX OMA /DENT/FICA TION WATERPROOFING MEMBRANE -TREMCO TREMPROOF 6100 SYSTEM WITH TREMCO HDPE-40 PROTECTION COURSE E ~-----D ¥----WIDTH VARIES---+---r SEE DETAIL F ON SHEET 7 6" PVC RISER RIM JB.10 '[ 6"'"':1.1"~x;;-if=ff-"l;:;':t::==-7FG J7.60' 2" IIUL°1 LA YER :;:==+1==lt,0i37irf"'1i"-'"',11"'1-=l'J.:!I n111m'-1r1_:rn-~ J61 "18" SOIL MEDIA 1iii~ I-IJMl-~ll//VIJ1¼11Ni-l!iii-1f= 1+-ft'ml"1rn111iii_lliii111iii I ii111iii_lliii111ir m1 1 rp_ ,..--.J" SOLID SCH 40 PVC DISCHARGE TO SIDEWALK UNOERDRAIN IE MASONRY RETAINING WALL TYPE 5 PER SORSD C-5 1.5" CHOKER LA YER I 1:-1 I 1-_I 1:-111-I -1 I I--;-,I 1-1_ 11_ I 1-! I -'-"'r-"°'+-M"--4.5" GRAl-fl. FF J2.70 FROM ROOF DRAINS FS 32 70 \ ~~~-L I TF y,25--/E JI.JO 4 PVC IN FROM PA VER UNDERDRAIN AND S. SIDE AREA DRAINS SUMP PUMP -ZOELLER M1J7 OR APPROVED EQUAL NO SCALE ROOFTOP (FS 7J.7 TO 81.7) FROM ROOF DRAINS FOURTH FLOOR (FF 62.7) VARIES .I 2• SCHEDULE 40 PVC SLEEVE 2" SCHEDULE 40 PVC SLEEVE 1.5" DIA. SCH 40 PVC DISCHARGE TO PLANTER IE J0.40 4" PVC IN FROM CHANNEL DRAIN, AREA DRAINS ANO UNDERDRAIN NOTE: SUMP SHALL BE IN PLACE PRIOR TO CONSTRUCTING RETAINING WALLS 4" SCHEDULE 40 PVC SLEEVE GROUND LEVEL DMA SUMMARY UPPER FLOOR AND ROOF SURFACE LEGEND AND NOTES DMA/0 OMA TYPE IMPERVIOUS OERVIOUS TOTAL RATIO NOTES/COMMENTS 01 SELF-RETAINING 1172 1495 2667 0.78 :1 NE FRONT AND NORTH SIDE YARD 02 SELF-RETAINING 58 1009 1067 0.06 ·1 SE FRONT YARD, SOUTH SIDE YARD AND SMALL PORTION OF THE SOUTH POD/OUM DECK 03 SELF-RETAINING 0 10 10 0.00 :1 ISOLATED FRONT YARD PLANTER 04 SELF-MIT/GA TING 0 90 90 0.00 .1 LANDSCAPE ABOVE RETAINING WALL 05 TREE WELL 1455 80 1535 NA SIDEWALK LANDSCAPE, REPLACED PAVEMENT AND PCC DRIVEWAYS IN ROW. 06 BIOFILTRATION 639 196 835 NA DRIVEWAY RAMP, ROOFTOPS/BALCONIES. CONG STEPS AND PAVER WALKWAYS AT SE CORNER OF BUILDING 07 NOT FEASIBLE TO 1154 1079 2233 NA PRIVATE COMMERCIAL DRIVEWAY, TRASH ENCLOSURE AND TREAT LANDSCAPE REPLACED IN CONNECTION WITH SEWER AND WATER MAIN REPLACEMENTS IN PUBLIC EASEMENT ON TOTALS I 4478 3959 8437 GROUND LEVEL SURFACE LEGEND AND NOTES SYMBOL DESCRIPTION ~ PERMEABLEPAVERS , ·, •• •• •• •• LANDSCAPE . . . . . . . . . . .. . . . . . . . . . .. . □CONCRETE -AC PAVEMENT [IIlil] BALCONY AND EYEBROW DETAIL NOTES SOUTHERLY SIDE YARD AND FRONT YARD AREAS IN DMAs 01. 02 AND 06 NORTHERLY SIDE YARD. FRONT YARD AND REAR YARD AREAS IN DMAs 01, 03, 04, 06 AND 07 CONCRETE DRIVEWAY'. SIDEWALK, C&G, PATIO AREAS, AND STAIR AREAS IN DMAs 02. 05 AND 06. REPLACED AC PAVEMENT IN DMAs 05 ANO 07 EXPOSED UPPER-LEVEL BALCONIES AND EYEBROW DETAIL ccccccccc PATIOS ANO BALCONIES DRAINING TO NORTHERLY AND WESTERLY SIDES OF BUILDING LLLLLLLLL LLLLLLLLL SELF-MIT/GA TING SWALE ON PODIUM DECK LEVEL DRAINING TO OMA 01 I I I I I I I I I I PODIUM DECK AREA DRAINING TO SELF-RETAINING AREAS SOUTHERLY PODIUM DECK AREA DRAINING TO DMA02 SYMBOL DMA DESCRIPTION AREA (S.F.) D OMA 08 BIOFILTRATION PLANTER 6,698 ~ OMA 09 8/0FIL TRA TION PLANTER 1,054 D OMA 10 BIOFIL TRA TION PLANTER 1,713 I I I I I I I I I I OMA 11 8/0FIL TRA TION PLANTER 3,117 I I I I I I I I I I + + + + + OMA 012 BIO FILTRATION PLANTER 1,832 + + + + + + + + + + + + + + + + + + + + 0000000 DMA/3 BIOFIL TRATION PLANTER 531 0000000 o_o~o-o_o o_o ~ OMA 14 8/0FILTRATION PLANTER 1,919 ........ ,.,. .... OMA 15 BIOFILTRATION PLANTER 204 .................. ,.,.,.,.,,_,.,.,, ,,,.,,,,,,,.,. .... ,, "-"-"""-""" NOTE.· AREA IN TABLE INCLUDES BIOFILTRATION PLANTER AREA. AREA (acre) 0.154 0.024 0.039 0.072 0.042 0.012 0.044 0.005 NOTES/COMMENTS ROOFTOP AND ROOF DECK DISCHARGING TO 810.01 ROOFTOP, ROOF DECK AND 4TH FLOOR WALKWAY DISCHARGING TO B10.02 ROOFTOP, ROOF DECK AND 4TH FLOOR WALKWAY DISCHARGING TO B10.03 ROOFTOP AND ROOF DECK DISCHARGING TO B10.04 FROM 4th FLOOR EXPOSED BALCONY DRAINS FROM EXPOSED WALK DRAINS "' {:]~ -.:'!: BI0.01A-O AREA=2J6 SF Kl.-289 CF ltl£11 fl. 46.J4 ON POlJIIIII GECK BALCONY I THIRD FLOOR (FF 52. 7) ~ ~ ~=======r=t=~~~~~F~~~~~~ f-~=-~~=====~1 BIO.OJ 08 8/0.02 -o5 ~ FROM Jrd FLOOR EXPOSED AR£A=J66 SF AIIEA=216 SF (;l eJ BALCONY DRAINS "1<=448 CF 1tt.=J51 CF ~ ~ SECOND FLOOR/PODIUM DECK (FF 42. 7) UNlfl£11~45.,iix ONlfl£11~ 46.,;,, ~ c::, l.j~ FROM PA TIO DRAINS (6" PVC MOUNTED ON GARAGE LEVEL CEILING) • _ __;-~a=,o~.0=9~ ~IJ.~ -AIIEA=lo SF ROOFTOP AND ROOF DECK DISCHARGING TO B10.05 ROOFTOP AND ROOF DECK DISCHARGING TO B10.06 ROOFTOP, ROOF DECK AND 4TH FLOOR WALKWAY DISCHARGING TO BIO. 7 4TH FLOOR WALKWAY DISCHARGING TO BIO.OB PREPARED UNDER TH[ DIRECT SUPERVISION OF: DISCHARGE TO LANDSCAPE -'O'ffi\JOJIJ[B CB03ffi00[Pp □rn®□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.99 0.721.9991 • www.visitTGl.oom _ l'-N ~~ V0/..•11J CF PARKING GARAGE (FF J2.5) ~ I "g ft }t:i 1•=1 I I ~a•~-•-ro----s~ (SIDEWALK TO MS4 SUMP PUMP UNDERDRAIN) " AS BU I LT" {10" PVC STORM DRAIN) TREATED STORMWA TER TO I.IS4 RCE __ _ EXP, ___ _ DATE NO SCALE 12/11/2021 DATE REVIEWED BY: INSPECTOR DATE t---+-----+-----------+---+---t-------,f-----1 I SHEET I CITY OF CAR LS BAD I SHEETS I ENGINEERING DEPARTMENT :==::::'...'.:===========:'...'.::::=~ GRADING PLANS FOR: 1 DA TE INITIAL DA TE INITIAL DATE INITIAL ENGi NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GR2019-0028 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DATE DWN BY: LRT TC CHKD BY: __ _ RVWD BY: TC PROJECT NO. CT 16-02 DRAWING NO. 519-SA DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 TIER 2 SWPPPOCEAN CONDOMINIUMS333333333333333333 3 33 333333333333333 3 333333333 333333333333333333333333 3333333333tgiCIVIL10123No. 58274Exp. 06.30.2022TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURA T!ON OF THE CONSTRUCT/ON WORK {YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT-ROD ANDREW FROM· RMI CONST. AT (760) 759-2260. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA TISFACT!ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T!ONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8 ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BU/LO/NG PADS, UNFINISHED ROADS, AND SLOPES 10. AOEQUA TE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVEN TS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED ANO MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONS!TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETA T!ON STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REOUIREMEN T. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN IM THIN A 5-DA Y NATIONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETA T/ON EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MA TER!ALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEOUA TEL Y PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACT/VEL Y BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE OA YS THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1ifll SUFFICIENT, BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN WITHIN A THREE {3) DAY FORECAST, THE INSPECTOR IMLL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED ANO READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST, FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT ANO EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF CREA TER THAN 50%, AND AFTER A RAIN EVENT, IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPRDVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN TH[ DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT { A PREDICTED STORM EVENT IS DEFINED AS A FORECASTEO, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, IMND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NA T/ONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED {40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED IMTHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE UM/TEO TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF 'WEATHER TRIGGERED A CT/ON PLAN''. AN ADE QUA TE SOURCE OF EQUIPMENT ANO WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF 'WEATHER TRIGGERED BMPS''. EROSION CONTROL HYDROSEEDING PLANTING AND !RR/GA T!ON 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA T!ON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA T!ONS AND THE FOLLOWING: A HYDROSEED!NG SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 {HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE.· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST-o. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYOROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: I OR STEEPER ANO 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 PREC/P/TA T!ON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WA TERED BY A CONVENTIONAL SYSTEM OF LOW PREC/P/TA T!ON SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE Cl TY ENGINEER, PRIOR TO H YDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE. AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 !RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYOROSEED!NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING. D I 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. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF A CHILLEA MILLEFOUA e. Jibs PER ACRE OF AL YSSUM {CARPET OF SNOW) f 1 /2 lb. PER A CR[ IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON "1SIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAS/NG BEFORE H YDROSEEDING. i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA T/ON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WETTING AGENT.5 MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE I MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH {STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECH AN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WI TH I 5% SULPHUR APPLIED A T THE RA TE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED!NG.· I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EX/ST, a. ADJUSTING THE SURFACE SOIL MOISTURE TO PR0"1DE A DAMP Bl T NOT SA TURA TED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEOING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN {10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM/NAT/ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES {90% COVERAGE) PRIOR TO OCTOBER /, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND !RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. CITY OF OCEANSIDE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-stonn Water BMPs Control BMPs Management BMPs C: -C: <: -S! .., -S! :8 -Iii -"' 0 -~ !l !i 0 0 -~ .s f E ~ j -.E .E .., .9--.., ., "' 1 ..!! -~ 1 ::, -o C: .. .s .s ., ., ., ~ .z o;; "' ~ ~ Best Management Practice* "' ~ .s 01; i ~! .§f ., lit ., .s -=ej :§ -S t-= ~ "' .., ., i .., (BMP) Description ➔ gJ ., V, ., ! lit "' E!i c§ gJ C: -I ~ :as: Cl> e 0 -&l (/') .s al fj !i !i 0 "' ;r ,,. 5i c:, "' c:,._ -c:, "' c:, ~ -§ 0 -·-i )( .s::: 0 .§ ti l '€1 §] ~Cf) .!:::, !I: .!,! .,,-Q) -5 ~ .., .. :s ]ij .Q~ ,,. .., :s-C: ~ ~ !i t:: .s 8--g 0 _o ·s: CD .!'! i ~ 0 -.., Cb ~ C: .s "' i it -i i'i ,t~ i '2~ ~ c'l ti ~ i5l in ct tn& &8 & vi V, :§! "'.s CASQA Designation ➔ "" .... " 00 0, -.., .... " 00 c:, "" .., " 00 --"' <O ---~ ~ ~ ~ ~ ~ I I I I I I I I fl: fl: ~ ~ J, ~ Construction Aclivity lj,j lj,j lj,j lj,j lj,j lj,j lj,j lj,j "" Gradinq/!:ioil Disturbance Trenchinn /F xcavation Stockoilina Dril/inn /Barino Concrete/Asohalt Sawcuttlnq Concrete Flatwork Pavinq Conduit /pioe lnstallotion Stucco/Mortar Work Waste Diqnosa/ Staqinq/Lay Down Area E:auioment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterina Site Access Across Dirt Other (/;st): Instructions: .., !i c:-~ c:, 1; Cb ·-"" :s e -o " -::ii "' -I i PROJECT SITE Waste Management and Materials Pollution Control BMPs -Iii .., ~ !i ~ "' 0 .§ ., ., i--j ., ~ --ii ~ ~ 5i ., 5i ., i~ ::, E ., E ., "6 ,,. cto ~ :ii, -Cb -~ t "' ~ "' '-.., 0 t,0 o<> ---.s a:, C: -<: ~ f5 C: !i 0 6r8 "6 0 8 ::ii ::ii V, "' ::ii :c: ::ii "" .., .... "' <O 00 I I I I I I i i i i i i PACIFIC OCEAN ' 1. Check the box to the left of all appllcable construction activity (first column) expected to occur during construction. 2. Located a/on_g the top of the Bl.IP Table is a list of BMP's with it's corresponding California Stonnwater Quality Association (CASQA) designation number. or more BMfTs .)OU intend to use during construction from the list. Check the box where the chosen activity row intersects with the Bl.IP column. J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. Choose one OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.-{1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP THROUGHOUT THE DURA T!ON OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. RI ARD WOOLSEY PREPARED UNDER THf DIRECT SUPERVISION OF: -TI'ffiW,wrn rnrnmrnGJP o~rn□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside • CA • 92054 tel. 760.721.9 0.721.9991 • www.visitTGl.com LARRY R. ~ YLOR RCf 2 4, EXPIRES 06 /JO /2022 12/17/2021 DATE c;.· -CITY OF VISTA I 7 L CITY OF ENCINITAS VICINITY MAP SHEET INDEX: SHffT 10: TITLE SHffT SHffT 11: EROSION & S[OIMENT CONTROL BMP PLAN APN: 155-200-10-00 SITE ADDRESS: 2501 STA TE STREET CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS ANO SLOPE KEYWA YS) CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX).-□ HIGH □ MEDIUM OWNER/APPLICANT: CARLSBAD 17 GP, LLC 234 VENTURE STREET, SUITE I 00 SAN MARCOS, CA 92079 TEL: 760.759.2260 EMERGENCY CONTACT: ROD ANDREW R&R CONSTRUCTION 234 VENTURE STREET, SUITE 100 SAN MARCOS, CA 92079 TEL: 760. 759.2260 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: GR2019-0028 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DWN BY: ~1~R~I _ PROJECT NO. -co CHKD BY: ~'~'"--RVWD BY: TC CT 16-02 DATE DRAWING NO. 519-SA DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 FMFMFMFMFMFM FM FMFMFMFMFMFMFM FM FM FMS S G EEEE E E E E E E EET T T T T T WWW W W W W W W WWWT T T T T T T T T T TTTTTTTTTT T T T T T T S S TTTTTTTTG G G G G G G SSSSSSS S S SS S S S S S S S S SFMFMFMFMFMFMFMFMFM FM FM FM SSG G G G G WWWWWSSSSDENSE TREESEESDENSE TREESDENSE TREESDENSE TREESDENSE TREEDENSE BRUSHDENSE BRUSHGROUND NOT VISIBLEOCEAN CONDOMINIUMStgiCIVIL1112No. 58274Exp. 06.30.2022I 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 I I I I ' I I I I I I I I ' I I ' I I I I I I I I I 1, I I I I I I I II II I I I , I I \ I I I I 1 \-. I II ,1 \ i '1 \, I i \ 'I '1 ',II I I , I I I I I 1, II 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 I I I I ' I I ' I I I I I I I I I\ \I I I I I I I I 1 ' I, I ' I I I I I II /1, I I '1 I II I\ I I I II \, ,\ I' • I I ' I . ' \ I ' ' • I I 'I I ' I I I --\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 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 I r--i i 30 0 30 SCALE (FEET) I I i / 60 ' ' i I ' ' / / / ~-·-•cc;··-' <-~----~-=__;:7=----)7 I -D: \DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED: 02/15/7 7 "•/-_,-<, ,,-I EQUIPMENT ' TRAVEL ; STAGING & STORAGE /1 NCTD LEASE AREA , ~ r...:r.;i·· ,~·-' PARKING 1 / AREA /---' ' ' ' I \ I . /,-,f-~:::.-~7~-J° 1-~, ·-·::::·-._ .> "•/'· ,. -\----------' ' BATHROOM FAC/LITJE&--,,., \\ 1 .-._ I 11 I r--. i . i I I i J ii 1-\ /-----" \ --,' I\ --\' ' ' ·.•.··· .... i 1 •• ; 1t-1 ::J Iii 17~~-i l:n1--~,~---=~~ i ' .•. -~ .••••• •·••••••••• •• ··········• ••• ,-1.~,1, I ) . __ j .-·· (-) ' I): DESCRIPTION 1/?ACT BOUNDARY /ROW EXISTING TOPOGRAPHIC CONTWR EXISTING WA 7FR LIN£ EXISTING SEWER LIN£ EXISTING STORM DRAIN EXISTING SEWER FORCE MAIN EXISTING GAS LIN£ EXISTING MANHOLE EXISTING RETAINING WALL EXISTING SPOT £LEVA TION PROP. SPOT £LEVA TION PROP. TOPOGRAPHIC CONTOUR PROP. TEMPORARY CUT SLOP£ PROP. TEMPORARY SHORING PROP. PERMANENT SHORING WALL APPROX. £LEV. OF OVERCUT AREA OF DISTURBANCE SILT FENCE FIBER ROLL STD SE-1 5[-5 GRAVEL BAG BERM 5£-6 STREET SWEEPING S[-7 STORM DRAIN INLET PROTECTION 5£-10 STABILIZED CONSTRUCTION ENTRANCE 71?-1 VEHICLE AND EQUIPMENT FUELING NS-9 MATERIAL DELIVERY AND STORAGE WM-1 MA TERIAL US£ WM-2 STOCKPILE MANAGEMENT WM-J SPILL PREVENTION AND CONTROL WM-4 SOLID WAST£ MANAGEMENT WM-5 CONCRETE WAST£ MANAGEMENT WM-8 SANITARY/SEPTIC WAST£ MANAGEMENT WM-9 LEGEND SYMBOL - --36-- -------Cf,-1-----/ FG 3250 -----36----I I I ----------------------( O.X. 26.0) ----------SF-------FR--F..,.R--FR--cx:x:x::, 1···················.·.·i .. '' ............. . ..................... .. '' .............. '' ..................... . . '' .............. '' lsr-10 I E11111111111111111~ I NS-9 I I WM-1 I I WM-2 I I WM-J I I WM-4 I I WM-5 I I WM-8 I I WM-9 I QTY UNITS 800 LF 100 LF 500 £A 9,400 SF £A 1,250 SF EA £A EA £A EA £A EA 2 £A LIST OF ABBREVIATIONS AC ASPHAL TIC CONCRETE PAVEMENT LS LANDSCAPE BW BOTTOM OF WALL O.X. OVER-EXCAVATION £LEVA TION CO CLEANOUT PCC PORTLAND CEMENT CONCRETE FF FINISHED FLOOR TG TOP OF GRATE FG FINISHED GRAD£ TW TOP OF WALL FS FINISHED SURFACE TF TOP OF FOO TING IE INVERT ELEVATION WM WATER METER NOTES: A. VACANT PARCEL TO 8£ LEASED FROM NCTD FOR US£ AS CONSTRUCTION STAGING AREA AND OFFICES. 5££ SEPARATE CONSTRUCTION STAGING PLAN PREPARED BY DEVELOPER. 8. AREA TO INCLUDE RESTROOMS, SOLID WAST£ MANAGEMENT, MATERIALS RECEIVING AND STORAGE, VEHICLE STORAGE, MAINTENANCE AND FUELING AREAS C. STABILIZED ENTRANCE TO LE LOCATED AT ENTRANCE TO LEASED AREA AT STAT£ ST££T D. THERE WILL 8£ NO ACCESS TO THE SIT£ FROM STA TE STREET DURING GRADING AND SHORING OPERATIONS. ACCESS FROM STA TE STREET MAY BE PROVIDED AFTER GRADING OPERATIONS ARE COMPLETED AND HARDENED SURFACES AR£ IN PLACE FOR ACCESS TO TH£ PARKING LEVEL I SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: I SHEETS I PREPARED UNDER THE. DIRE.CT SUPERVISION Or: -Timmmrn rnrnmrnGJP om@□ Geotechnical Engineering • Civil Engineering 301 Mission AvemJe • Suite 201 • Oceanside • CA • 92054 tel. 760.721.99 0.721.9991 • www.visitTGl.com RCE 2 4. EXPIRES 06 JO 2022 12/17/2021 DATE EROSION & SEDIMENT CONTROL BMP PLAN GR2019-0028 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DATE DWN BY: LRT CHKD BY: TC RVWD BY: 7C PROJECT NO. CT 16-02 DRAWING NO. 519-SA DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022 MFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMSSSE E E E E E EEEEEETTTTWWWWWWWWWWWWWWWWWWWWWTTTTTTTTTTTTTT T T TTTTTTTTTTTTTSSWTTTTTTTTTGGGGGSSSSSS S S S S S S S S SSSSSSSSSSSSSSGGGGGGGGGWWWWWWWWWS S S S S S S S 31837518181818181818181818554441844EETTTTTGG28GROUND FLOOR & PODIUM DECK BMPstgiCIVILNo. 58274Exp. 06.30.2022THE EOW WILL VERIFY THAT PERMANENT BMPS ARECONSTRUCTED AND OPERATING IN COMPLIANCE WITH THEAPPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THEEOW MUST PROVIDE:1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENTBMPS PRIOR TO CONSTRUCTION, DURINGCONSTRUCTION, AND AT FINAL INSTALLATION.2. A WET STAMPED LETTER VERIFYING THAT PERMANENTBMPS ARE CONSTRUCTED AND OPERATING PER THEREQUIREMENTS OF THE APPROVED PLANS.3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATERQUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED.PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER ISRESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVENOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNEROR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER.OCEAN CONDOMINIUMS1212" ' " ' " I\ I ______ _ ------Ai'~"''_:c-::--=o. <=~--::~-~~~~~~~;::_~i;::~::-~ccc~--_ j ~:;_-c,.-c----\ = ~r \ ----------~;:; . ,. ,, /// __ ,, --//?\1 -,;1r (j\i\)/ ,, . /i/ (:_~~;>/ --/ , // I ' ' 0 ' /.o· o' , /, ' / / .' / . ' BIO. 01 D AREA=94 SF V0L=/15 CF WIER EL 45.34 FS EL 44.84 INVERT EL 42.67 :' L----,f--f---,--J ' . -___ , --/ ' AREA=23 SF VOL=28 CF WIER EL 45.34 FS EL 44.84 INVERT EL 42.67 00 B10.07 AREA=56 SF V0L=69 CF WIER EL 45.34 FS EL 44.84 INVERT EL 42.67 00 8/0.05 AREA=77 SF V0L=94 CF WIER EL 45.34 . FS EL 44.84 '\ INVERT EL 42.67 i\i \ ' 00 ii-r"'i-•-"""--~""11----~1 """"""""""""~T 16 0 16 32 SCALE: I INCH = 16 FEET '··-\ '-.,-\ '· \ ·-\_) '· ·-._ I ,_:-, . ·-.,.,---,-.._ \ "-\ ' ' '\ "\ ~--\ 'I SURFACE LEGEND AND NOTES SYMBOL DESCRIPTION NOTES ~ PERMEABLEPAVERS SOUTHERLY SIDE YARD AND FRONT YARD AREAS IN DMAs 01, 02 AND 06 • •. •. •. •. •. LANDSCAPE NORTHERLY SIDE YARD, FRONT YARD AND REAR YARD AREAS IN DMAs 01. 03. 04. 06 AND 07 . . . . . . .. . . . . . . . . . . . . . . . CONCRETE DRIVEWAY, SIDEWALK, C&G, PA TIO AREAS, AND STAIR AREAS IN DMAs02, 05AND 06. ~ AC PAVEMENT REPLACED AC PAVEMENT IN OMAs05ANO 07 [IIlII] BALCONY AND EYEBROW DETAIL EXPOSED UPPER-LEVEL BALCONIES AND EYEBROW DETAIL PATIOS AND BALCONIES DRAINING TO NORTHERLY AND WESTERLY SIDES OF BUILDING SELF-MIT/GA TING SWALE ON PODIUM DECK LEVEL DRAINING TO OMA 01 PODIUM DECK AREA DRAINING TO SELF-RETAINING AREAS SOUTHERLY PODIUM DECK AREA DRAINING TO OMA 02 PERMANENT WATER QUALITY TREATMENT FACILITY KEEPJNG OUR WATERWAYS CLEAN MAINTAJN WITH CARE-NO MODJFJCATIONS WITHOUT AGENCY AFPROV AL SIGNAGE NOTES: A. Sil[, COLOR AND LETTERING OF SIGNS SHALL B[ IN ACCORDANCE fWTH CITY OF CARLSBAD REQUIREMENTS B. A SIGN SHALL B[ INSTALLED AND PROM[NANTL Y DISPLA YEO AT EACH B/OFILTRA TION PLANTER PREPARED UNDER TH[ DIRECT SUPERVISION OF: PARTY RESPONSIBLE FOR MAINTENANCE: NAME CARLSBAD 17 GP, LLC ADDRESS 234 VENTUR[ SffiffT SUIT[ 100 SAN MARCOS CA 92079 PHONE NO. 760.759.2260 PLAN PREPARED BY: NAME LARRY TAYLOR, RC[, G[, OSD COMPANY TAYLOR GROUP INC ADDRESS 301 MISSION A VENUE SU/Tf 201 OC[ANSID[ CA 92054 PHONE NO. 760.727.9990 BMPNOTES: CONTACT RICK WOOLS[Y CERTIFICATION ____ _ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION . 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. BMP CONSTRUCTION AND INSPECTION NOTES: BMP TABLE BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) INSPECTION * MAINTENANCE * FREQUENCY FREQUENCY TREATMENT CONTROL CD 8/0FILTRA TION I <I TC-327 13 [A 5!9-5A J, 5 MONTHLY ANNUALLY PLANTERS VARYING Sil[ ® CURB INLET FIL ffR INSERT IQ MP-52 1 [A 519-5 J QUARTERLY QUARTERLY LOW IMPACT DESIGN (L.I.D.) ® EXPOSfD PA TIO DRAIN TO I I SD-// 1 EA. 519-5A J, 5 SELF-RETAINING PAVERS 58 S.F ANNUALLY ANNUALLY 0 EXPOSfD PA TIO DRAIN TO ~ILLLLL~I SD-// I EA 519-5A SELF-RUAINING SWAL[ [[[1:1:1:1: 958 SF J, 5 ANNUALLY ANNUALLY ® PERMEABLE PA VERS ~+~ SD-6B I, 190 SF. 519-5A 3, 5 MONTHLY ANNUALLY ® VEGETATIVE SWAL[ 1::·:·.·::1 TC-30 978 S.F. 519-SA J, 5 MONTHLY MONTHLY SOURCE CONTROL (j) INDOOR TRASH STORAG[ l[]J 50-32 I fA 519-SA 3, 5 WffKLY AS NEEDED ® SffNCILS OR PLAQUES NO DUMPING 50-IJ / [A. 519-SA 3, 5 ANNUALLY AS NEEDED DRAINS TO OCEAN ® SIGN AG[ SEE DETAIL 50-IJ 7 EA. 5/9-5A 3, 5 ANNUALLY AS NEEDED BELOW "AS BUil T" RCE EXP. DATE REVIEWED BY: REV. 112020 INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT SINGLE SHEET BMP SITE PLAN -'O'ffi)'.70,(]Jffi IBffiffiOD[Pp DG'.J®□ l---+-----l------------------l----l-----11-----11----1 c"G=R2=0=19=-=0=0=28=================RP=1=6-=0=8=: Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.99 • 760.721.9991 • www.visitTGl.com 2 4, EXPIRES 06/20.2022 DA TE INITIAL 12/11/2021 ENGi NEER OF WORK 1 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DWN BY: CHKD BY: ~T~C _ RVWD BY: TC PROJECT NO. CT 16-02 DATE DRAWING NO. 519-5A DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022