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HomeMy WebLinkAboutDWG 546-7A; SDP 2023-0012; LEGOLAND CALIFORNIA DRIVING SCHOOL RELOCATION; 01-08 TITLE SHEET SHEET NO.DESCRIPTION CIVIL TITLE SHEET01 GRADING PLAN SITE SECTIONS STORM DRAIN PLAN TOPO SURVEY & DEMO PLAN02 03 04 05 06 07 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT AM/GE LEGOLAND CALIFORNIA DRIVING SCHOOL RELOCATION SDP 2023-0012 08 546-7A GR2024-0003 08 DETAIL SHEET TIER II SWPPP EROSION CONTROL PLAN WD SS 100 100 IW SD SD SD W 01 GR2024-0003 NFNF GRADING NOTES INDEX OF SHEETS VICINITY MAP WORK TO BE DONE (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE CARLSBAD MUNICIPAL CODE.) THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE FACILITIES, EROSION CONTROL FA GILi TIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. CITY OF OCEANSIDE STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. HIGHWAY 78 - 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE ' l THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING '2, ,~ CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. ~ STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER .•.· ~ ~ PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY "' 1. CARLSBAD MUNICIPAL CODE REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. THE CITY ENGINEER. y 'il, './ 7 J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ?Iv . ~.,<~ NOT TO 2. CITY OF CARLSBAD ENGINEERING STANDARDS SCALE WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CfEN TL Y '--"'-<"I. -~'.Y J. THIS SET OF PLANS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS , .. _lo o~c-'14(;,vo TBD TBD SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED 4. RESOLUTION NO. DATED 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK. r ...:.-· "'--a1:0h. 1l CITY OF VISTA 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT CANNON (J o ~cf BOOK). CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE iii' \' ROAF> -LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR V---o'?-°' FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE 6. SOILS REPORT AND RECOMMENDATIONS BY NOVA SERVICES. INC. FACILITIES AND SHALL COORDfNA TE THE WORK WITH A COMPANY REPRESENTA T/VE. PROJEC" '-'~;'?-'? PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1, 000, 000. 00 FOR EACH ALOMAR I ~ .p TOM CANADY DA TED 1?i1~L2Q2l UNDERGROUND SERVICE ALERT (800)422-4133 ' ½ OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST SITE y ' 9:-0 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII SDG&E (800)411-7343 (l \.: l0 CITY OF ~¾ THE CITY OF CARLSBAD STANDARDS. OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. AT&T (800)892-0123 r. y ROAD _;~ SAN MARCOS TIME WARNER CABLE (760~438-7741 ~ "a-7 8. CALIFORN~l1AhCOASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM COX COMMUN/CATIONS (619 262-1122 ABBREVIATIONS PACIFIC •• GA DATED THE CITY AND OTHER APPROPRIATE AGENCIES. CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 L\~\_ ,t, 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 BC BACK OF CURB OCEAN 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED EXEMPT WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION BLDG BUILDING \ i X . -:-:._·.:·:-: ,._.,. 33. PERMIT COMPLIANCE REQUIREMENTS: .•. "' 10. STORM WATER POLLUTION PREVENTION PLAN: N/A HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, BW BACK OF WALL \.A cosr41 'AVE~0 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, EX EXISTING "' ~ 2 11. STORM WATER MANAGEMENT ADENDUM #6 PLAN fRo/_ARED SWMP NQ.03L07L2024 OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ FF FINISHED FLOOR ~ ~ BY REC CONSULTANTS INC DA TED 06 30 2018 APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. CARLSBAD MUNICIPAL CODE. FG FINISHED GRADE L..r--... ~ 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING FS FINISHED SURFACE CITY OF ENCINITAS~ LEGEND SIGNED BY THE CITY ENGINEER. REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE FL FLOWLINE 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: GB GRADE BREAK DESCRIPTION SHEET BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE SYMBOL QUANTITY CITY. (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL HP HIGH POINT GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING /NV INVERT OF PIPE EXISTING CONTOUR SHEET 02 - ------11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY LP LOW POINT CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE AB!::HITE!:;T PROPOSED CONTOUR SHEET 03 --- 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED LETTER FROM CITY ENGINEERING DEPARTMENT). R RIDGE OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION SD STORM DRAIN HHCP 4" CONCRETE PAVEMENT SHEET 02 I:'... ... -~ : : :.J 7,600 SF CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF (2) AS-BUILT GRADING PLAN. LILIAN SHERRARD :-. !, •:.· ... ;_ ·. TC TOP OF CURB CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES ASSOC/A TE A/A, NCARB, LEAD AP ASPHALT PAVEMENT J"AC/6"AB SHEET 02 I I 8,659 SF MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO TF TOP OF FOOTING TEL: 407.644.2656 INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF TG TOP OF GRATE EMAIL: LSHERRARD@-IHCP. COM LANDSCAPING PER SEPARATE LANDSCAPE PLAN I • • • • • • I 2,234 SF 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO TS TOP OF STEP > ~ ~ ~ ~ ~ ~: ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE TW TOP OF WALL ARTIFICIAL TURF SHEET 03 I:""""""""""""""" ":I 769 SF PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND """~~~~~"""'"'""" SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT OWNERLDEVELOPER 6" HOPE PR/VA TE STORM DRAIN STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED AND ANY SUPPLEMENTS THERETO. SHEET 05 866 LF SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE PROJECT ADDRESS MERLIN ENTERTAINMENTS GROUP 8" HOPE PR/VA TE STORM DRAIN SHEET 05 11 LF ACCORDANCE WITH THE Cf TY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE CITY. 1 LEGOLAND DRIVE U.S. HOLDINGS, A DELAWARE CORPORATION " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) CARLSBAD, CA 92008 1 LEGOLAND DRIVE 4"-6" CONCRETE CURB SHEET 03 3,628 LF PROJECT INSPECTOR. YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED CARLSBAD, CA 92008 14. A 1:/iEQQl,ISIRW~IlQ/::/. M.££.Ill,IG. SH.A!! B.E l::lEJ Q AI [!:1£. Sil£ ffilQ/i IQ [HE TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR CONTACT: FLORA LIU A TR/UM DRAIN SHEET 05 ~ 4 EA B.E1zll,ll,lll,IG. QE WOOi!'. !Jl,IQ Sl::l!J! ! B.E tJ IIE.l,IQEQ B.'t. !J! ! RFPRESEl,I ul [I ltES ANY SUCH RECHECK. BENCHMARK SENIOR PROJECT MANAGER RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS TEL: (760) 681-8652 12" AREA DRAIN W/ VEH. GRATE SHEET 05 ~ 17 EA ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT THE BENCHMARK FOR THIS SURVEY IS THE CITY OF CARLSBAD VERTICAL EMAIL: FLORA.LIU@LEGOLAND.COM MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE CONTROL MONUMENT DESIGNATION CLSB-053, A 2 1 /2 INCH DISC, SET IN 12" HARDSCAPE DRAIN SHEET 05 ~ 23 EA WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE SATISFACTION OF THE CITY ENGINEER. THE NORTHWEST CORNER OF VAULT ON THE WEST SIDE OF HIDDEN VALLEY CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE RD. 0.1 MILES SOUTH OF PALOMAR AIRPORT RD. PROJECT SITE AREA(LIMITS OF WORK) SHEET 02 ----------- PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO LANUSCAPE AB!::UITE!:;T SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR "DECLARATION OF RESPONSIBLE CHARGE" ELEVATION : 82.744 FEET (NGVD 29) R. W. APEL LANDSCAPE ARCHITECTS EXISTING RETAINING WALL --------- AT THE MEETING. 15. !J! I WSPITilQ/::/. REQI/ES[S Q[!:1£.li I/::l!Jl,I EOO f:RITQl,ISIRIICilQ/::/. M.££.Ill,IG. WH ! B.E I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I 571-B HYGEIA A VENUE EXISTING STORM DRAIN SHEET 02 LEGAL UESCRIPTION ENCINITAS, CA 92024 --- M!JQE. Bl'. C!J! ! ING TH[ FNGINFFRING 24 tJQIJR I/',I.SPF!:I/ON RF/JIIF$I UNF !JI HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P. M. IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS LOTS 18 AND 19 OF CARLSBAD TRACT 94-09, CARLSBAD RANCH CONTACT: RICHARD APEL EXISTING WATER LINE SHEET 02 --- ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE CONSISTENT WITH CURRENT STANDARDS. UNITS 2 & 3, MAP NO. 13408 TEL: (760) 943-0760 THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE EMAIL: RICHARD.APEL@RWAPEL.CDM EXISTING /RR/GA TION WATER LINE SHEET 02 --- 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY PROJECT LOCATION 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR RESPONSIBILITIES FOR PROJECT DESIGN. THIS PROJECT IS LOCATED WITHIN ASSESSOR'S PARCEL NO. 211-100-09 EXISTING WASHDOWN WATER LINE ----- SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING FIRM: COMMERCIAL DEVELOPMENT RESOURCES AND 211-100-11. SOIL ENGINEER SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ~1tOfESS10~ EXISTING SEWER LINE SHEET 02 --- STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ADDRESS: 695 TOWN CENTER DRIVE lf.110 o,"-<) °"~-Mee: ~ ,-, THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 25D E 1677 NOVA SERVICES ~ C> 1>_..,. ~ ' 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING CITY, STA TE: COSTA MESA. CA 92626 C.,Q:-ui---4373 VIEWRIDGE A VENUE, SUITE B EXISTING MANHOLE SHEET 02 I --- A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TELEPHONE: (949) 610-8997 r:; ""{" 0 1. SOURCE OF TOPOGRAPHY SAN DIEGO, CA 92123 w < NO. 65513 -z. l"'l THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE ~~ 0:: EXP. 9/30/25 ;ti TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEYING CONTACT: TOM CANADY EXISTING UTILITY BOX SHEET 02 --- OF WORKER PROTECTION FROM THE HAZARD OF CA \!ING GROUND DURING THE ~ * * METHODS FROM INFORMATION GATHERED ON AUGUST 10TH, 2021. PRINCIPAL ENGINEER E~ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION BY: --r ' DATE: o9L10L24 EXISTING TREE SHEET 02 ~RTSON '\~ Cll,<L ~, .. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY TEL: (858) 292-7575 --- THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR 'I°' Or CAt.\f STANDARDS. EMAIL: TCANADYOOSA-NOVA.COM MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED R.C.E. NO.: 65513 AGENCY PRIOR TO EXCAVATION. IE lliE f:! Al,/ °lc~RIFS EliQM. lliE SHORING. S.YS[EM. REGISTRATION EXP/RATION DA TE: o9L3DL25 STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 REEEREN!:;E llRAWINGS CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A DWG 498-2C-GR2017-0025 LEGOLAND CALIFORNIA CIVIL ENGINEERLSURVEY REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA COMMERCIAL DEVELOPMENT RESOURCES EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO REGIONAL BIOF/L TRA TION FACILITY EXCAVATION. DWG 333-2RA PROJECT NO. CT 94-09-03 695 TOWN CENTER DRIVE, SUITE 110 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN DWG 333-2Y COSTA MESA, CA 92626 OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING DWG 333-2H CONTACT: AARON ALBERTSON PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. SOILS ENGINEER'S CERTIFICATE PRINCIPAL 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA /, Paul Kim , A REGISTERED (CIVIL/ EARTHWORK QUANTITIES TEL: (949) 610-8997 DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING RAW CUT: 91 CY EMAIL: AALBERTSONOCDRWEST.COM PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT RAW FILL: 277 CY UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS ENGINEER TO DO SO. SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF IMPORT: 1/lli. CY ABANDONMENT NOTES 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING December 15 , 2023 AND June 6 , 20.2f_. TWO EXPORT: n CY PART/ALLY COMPLETED PROJECTS SEEKING TO INDEF/NfTEL Y STOP WORK AND CLOSE THE GRADING PERMIT MUST WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED RECOMMENDATIONS, HAS BEEN SUBMITTED roe_·· OFFICE OF THE CITY REMEDIAL: 1533 CY SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND ENGINEER. ' 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING ,t··· , ,,_-_ 1' ✓,~~.' NOTE: THESE ARE ENGINEERING EST/MA TES ONLY QUANTITIES ARE OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY SIGNED: 1\ ,,-, 1 , MEANT FOR BONDING AND PERMITTING PROPOSES ONLY. CONTRACTOR VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) G.E./P.E. NO.: GE 3106 'f~,'i,~-• TO PERFORM THEIR OWN TAKE-OFFS FOR BIDDING AND CONSTRUCTION 2) PERMANENTLY STABILIZE FLAT AREAS (S::5%) -70% COVER WITH WELL -ESTABLISHED, SUSTAINABLE, ' ' . ' ' PURPOSES. TO BE DETERMINED BY FINAL SOILS REPORT. NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ,.:: . . '·, CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF DATE: 6/4/24 _£ No.~lQO iJ I PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE . "AS BUILT" WORK. • ·~" ., 3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. LICENSE EXP/RATION DA TE: 6/30/24 , ~ -'e.' --~ T , ~ ,. a~-··· ~'Zef". . PROJECT AREA BREAKDOWN 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE ,~ ,er, c,i;\{P , 4) SIGN AGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASS/NG ARE PROHIBITED. DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THE CQ/::/. TRACTOR ' ' PROJECT SITE = 0.509 ACRES (22,173 SF) 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL POLICE DEPARTMENT. ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. EXISTING CONDITION 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE PERVIOUS AREA = 0.082 ACRES (3,587 SF) MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE FIRE PREVENTION ORD/NATION, KEEPING THE SITE FREE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF IMPERVIOUS AREA = 0.427 ACRES (18,586 SF) THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A OWNER'S CERTIFICATE MINIMUM ONE PERCENT SLOPE. I ( WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR PROPOSED CONDITION 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL 0. 058 A GRES (2,540 SF) EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED PERVIOUS AREA = D CITY OF CARLSBAD D GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-0.451 ACRES (19,633 SF) ENGINEERING DEPARTMENT 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER IMPERVIOUS AREA = SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE fMPLEMENTA TION OF (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSffiUCTION ORDER AND PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. MUNICIPAL PERMIT, LA TEST VERSION. EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED ~~ SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE 06/04/2024 AS SHOWN ON THE APPROVED GRADING PLANS. FLORA LIU, CONSTRUCTION MANAGER DATE 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED MERLIN ENTERTAINMENTS GROUP BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR U.S. HOLDINGS INC, A DELAWARE COMPANY THIS PROJECT, DRAWING NO. TBD, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. I I OTHER APPROVAL Docusign Envelope ID: F99DA143-9D30-4C31-A7FB-2C190AA13A12 9/11/2024 EXISTING FUN TOWNSTAGE (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING(N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) LIMITS OF WORK/DEMOLITION LIMITS OF WORK/DEMOLITION LIMITS OF WORK/DEMOLITION INLET LIMITS OF WORK/DEMOLITION LIMITS OF WORK/DEMOLITION LIGHT POLE CURB CURB TREE TREE CONC. BAND SAWCUT LINE SAWCUT LINE SAWCUT LINE SAWCUT LINE 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 9 9 9 9 9 9 9 9 6 6 6 6 6 6 66 6 6 6 6 6 6 6 1 7 7 7 7 10 7 7 6 7 7 7 7 7 7 7 7 7 7 77 7 7 7 7 7 17 17 17 17 17 17 17 17 17 17 6 6 17 17 17 17 6 6 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 8 8 8 8 8 8 6 12 12 12 12 12 12 13 13 13 13 15 15 15 15 15 15 15 15 15 15 15 15 14 13 5 5 5 5 5 5 5 5 5 1 11 11 11 11 11 11 11 1125 25 25 25 25 25 25 3 4 4 4 4 4 4 25 25 1 25 25 25 25 25 25 25 25 11 11 11 11 11 11 11 11 11 25 25 27 25 25 25 25 25 25 25 13 1 11 19 18 18 26 18 18 18 20 19 19 19 21 21 18 21 21 22 22 23 23 23 23 11 11 11 1 1 1 26 26 26 26 18 17 1811 11 11 11 11 11 EXISTING FUN TOWN STAGE (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) 02 DEMOLITION NOTES: 1 PROTECT IN PLACE ITEM NOTED REMOVE EXISTING CONCRETE CURB REMOVE EXISTING PEDESTAL REMOVE EXISTING WALL REMOVE OR RELOCATE EXISTING TREE PER LANDSCAPE PLAN REMOVE EXISTING SITE LIGHT AND RETURN FIXTURE TO OWNER REMOVE EXISTING METAL RAILING AND RETURN TO OWNER REMOVE EXISTING SIGN AND RETURN FIXTURE TO OWNER REMOVE EXISTING TRACK REMOVE EXISTING BUILDING REMOVE EXISTING CONCRETE HARDSCAPE REMOVE EXISTING SPEAKER REMOVE AND SALVAGE EXISTING LEGOLAND FIGURES REMOVE EXISTING WATER FEATURE REMOVE EXISTING POLE REMOVE EXISTING INLET REMOVE EXISTING TRENCH DRAIN PROTECT IN PLACE EXISTING STORM DRAIN PIPE PROTECT IN PLACE EXISTING MANHOLE STRUCTURE PROTECT IN PLACE EXISTING SEWER PIPE PROTECT IN PLACE EXISTING WATER PIPE PROTECT IN PLACE EXISTING GAS PIPE REMOVE EXISTING AC PAVEMENT PROTECT IN PLACE EXISTING IRRIGATION PIPE EXISTING UTILITY BOX TO BE REMOVED OR RELOCATED (TBD) REMOVE EXISITING STORM DRAIN AND CAP END OF STORM DRAIN LINE EXISTING COMPRESS AIR LOCATION TO BE REMOVED PER SEPARATE MEP PLAN AND PERMIT PREPARED BY INGENUITY ENGINEERING. GENERAL NOTE: ALL EXISTING LEGO MODELS TO BE RETURNED TO OWNER 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 CONTRACTOR NOTES: 17 EXISTING CONCRETE LIMITS OF WORK RECYCLED WATER IRRIGATION MAINLINE TO BE REMOVED & RELOCATED ELECTRICAL LINE TO BE REMOVED & RELOCATED POTABLE OR DOMESTIC WATER WASH DOWN TO BE REMOVED & OR RELOCATED STORM DRAIN TO BE REMOVED SEWER LINE TO BE REMOVED SAWCUT LINE IW E WD LEGEND: EXISTING PAVERS EXISTING ASPHALT SD SS 1. REFER TO LANDSCAPE DEMOLITION IMPROVEMENT PLAN FOR REMOVAL OF EXISTING TREES AND LANDSCAPE. 2. LOCATION OF EXISTING UTILITIES SHOWN IS DIAGRAMMATIC. NOT AS-BUILT. CONTRACTOR TO LOCATE, POTHOLE, AND CONFIRM SIZE, MATERIAL AND DEPTH OF EXISTING UTILITIES. 3. EXISTING STORM DRAIN SYSTEM TO BE KEPT UNPLUGGED AS LONG AS POSSIBLE. PLUG EXISTING STORM DRAIN PER DEMO PLAN 4. IF DEMOLITION OR DAMAGES OCCUR TO THE SITE OUTSIDE THE LIMITS OF DEMOLITION SHOWN ON THIS PLAN, THE CONTRACTOR IS TO REPLACE TO MATCH EXISTING CONDITION AND BACKFILL PER THE FINAL SOILS REPORT. 18 19 20 21 22 23 24 25 26 REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 9/30/24 JASON S. 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(::><I.. / ' ,. / ~- ~:~ ~ ' ~ ·" z, "p • ,· • .. :00 ~ •. p ' • • 0 • •. • • • • • • • 0 t>> • • ; .. p ' . .. • p • ''"~",~ p • . • " • . . • p • • '. p ,., -~ .. /2.t~'fl: ,/) ;: •• / ,, .; • V • ' ··-. : _.,._,,. 0 • -~ • • • • . . • • ' ·v • • •• . •· • •. -~ .,,v-/; • •· ~ •· ''.,t, .•. . . . • •. p F .. ~· . . .. • ·P • • .• •. ♦ "-:a Docusign Envelope ID: F99DA143-9D30-4C31-A7FB-2C190AA13A12 9/11/2024 STO P STO P STO P STO P STOP STOP STO P STOP STOP STO P 16 5 166 167 15 9 165 166 165 166 16 7 167 165 160 161 162 167 166 EXISTING FUN TOWN STAGE (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) 166 166 16 6 166 1 6 5 16 5 16 6 166 166 1 6 5 165 165 16 6 16 6 PROP. BUILDING FFE=166.15 PAD=165.65 PROP. BUILDING FFE=165.70 PAD=165.20 EX. TRENCH DRAIN TO REMAIN (165.43TG) EX. TRENCH DRAIN TO REMAIN (165.55TG) EX. TRENCH DRAIN TO REMAIN (165.49TG) 166 EX. TRENCH DRAIN TO REMAIN (165.44TG) EX. TRENCH DRAIN TO REMAIN (165.35TG) B C-0 4 B C-0 4 A C-0 4 A C-0 4 166 16 6 165 165 166 165.64TC 165.31FS MATCH166.88TC (165.55FS) MATCH164.34TC (164.01FS) MATCH (164.16TC) (163.93FS) MATCH (165.56TG) MATCH (165.45FS) 166.15FS DOOR 166.15FS DOOR 165.98 FS-R 166.24TC 165.91FS 165.70 DOOR165.53 FS 165.70 FS 166.08TC 165.75FS 166.12FS-R 165.93 FS-R 0" FLUSH CONC. BAND MATCH (165.66FS) 166.00TC(165.59FS) 166.00TC (165.57TG) 166.00TC (165.61FS) 166.00TC(165.37TG) PROTECTDRAIN 166.00TC (165.35FS) 166.58TC 166.08FS MATCH (164.98TC)(164.62FS) MATCH (164.10TC) (164.65FS) MATCH(165.02TC) (164.63FS) MATCH(164.94TC) (164.62FS) (165.15TC)164.86FS (165.23TC)164.82FS (165.23TC) 164.74FS (165.06TC)164.76FS 165.22TC 164.89FS 165.20TC 164.87FS 166.11TC 165.61FS 165.39 TG 165.83TC 165.50FS 166.30TC 165.80FS 166.02TC 165.52FS 166.14TC 165.64TG 166.16TC165.66FS 166.04TC 165.54FS 166.42TC165.92FS 166.33TC 165.83FS 166.39TC 165.89FS 166.27TC 165.77FS 166.62TC 166.12FS-R 166.58TC166.08FS 166.40TC 165.90TG 166.51TC 166.01FS 166.35TC 165.85FS 166.25TC 165.75TG 166.50TC166.00FS 166.37TC165.87FS 166.05TC 165.55FS 166.02TC 165.52FS 165.48TC165.98FS 166.41TC165.91TG 166.10TC 165.63TG 166.15FS-R 166.42TC165.92FS 165.60TC 165.10TG 165.91TC165.41FS 165.96TC165.46FS 166.70TC 166.20FS 166.39TC 165.89FS 166.04TC165.54TG 166.07TC 165.57FS 166.15TC 165.65FS 165.86TC165.36FS 165.99TC165.49FS 166.06TC165.56FS 166.10TC 165.60FS 166.15 FS 165.80TC 165.30FS 166.24TC 165.74FS 166.30TC 165.80FS 166.00TC165.75FG 166.00TC 165.75FG166.29TC 165.79FS 166.34TC 165.84FS 166.18TC 165.85FS 166.01TC 165.68FS 165.70 FS 165.34 TG MATCH 166.02TC (165.69FS) START 0" CONC. BAND 166.42TC165.92FS 166.15FS DOOR 165.55TC165.22FS 165.94TC 165.61FS-R 165.46TC165.13TG 166.55TC 166.05FS 166.75TC 166.22FS-R 166.22TC 165.72FS 166.21TC 165.71FS 165.76 TG 165.05RIM EX. SMH. ADJUSTRIM AS NEEDED 165.15TG 165.40 TG 165.51TC 165.01FS 165.69TC 165.19FS 164.50TG 166.18TC 165.68TG MATCH164.93TC (164.60FS) MATCH165.34TC (165.01FS) 165.97 FS 166.62TC 166.12FS-R 166.55TC 166.05FS 166.22 FS-R 165.47TC 165.97FS 166.87TC 166.30FS-R 165.47TC 165.35FS 166.26TC 165.76FS 166.43TC 165.93FS 166.23TC 165.73FS 166.30TC 165.80FS 166.27TC 165.77FS 166.25TC 165.75FS 165.85TC 165.35TG 165.27TC164.77TG 165.62TC165.12FS 166.47TC 165.97FS 165.58TG 165.56 TG 165.73 TG 165.65 TG 165.83FS-R 166.36TC 165.86TG 166.25TC165.92FS 166.32TC 165.82FS 165.72 FS-R 165.75TC 165.25TG165.91TC 165.41TG 166.14TC 165.64FS-E 165.50FS-W 165.91TC 165.41TG 166.47TC 165.97TG 166.45TC 166.20FG165.95FS-R 166.17TC165.67FS 166.15TC 165.65FS-R 165.39TG 166.17TC 165.67FS 166.02FS-TS (3)-6"RISERS PROPOSED SUBWAY ENTRANCE THEMING FEATURE PER SEPARATEPLAN AND PERMIT PREPARED BY HHCP 166.36TC 165.86FS 165.35 TG 166.43TC 165.93FS-R 166.43TC165.93FS-R 165.46 TG MATCH 165.72TC(165.49TG) MATCH(165.75FS) 166.00TC 165.59TG MATCH (165.52FS) 165.46TG 166.07TC 165.57FS 165.61 TG 166.00TC (165.68TG) 166.00TC (165.47TG) 166.00TC (165.36TG) MATCH (165.65TC) (165.36TG) PROTECTDRAIN 165.82TC 165.49FS 165.45FS MATCH(165.48FS) MATCH (165.47FS) MATCH165.78TC (165.45FS) 166.14 FS-R 165.88TC 165.38TG 166.39TC165.89FS 166.30TC165.80FS 166.42TC165.92FS 166.07TC165.57FS165.70TC 165.37FS MATCH 165.49TC (165.16FS) MATCH (165.07FS) 165.50FS-R INSTALL ARTIFICIAL TURF WITH CONSTRUCTION DETAILS AND ELEVATIONS PER SEPARATE BUILDING PLAN AND PERMIT PREPARED BY HHCP INSTALL ARTIFICIAL TURF WITH CONSTRUCTION DETAILS AND ELEVATIONS PER SEPARATE BUILDINGPLAN AND PERMIT PREPARED BY HHCP INSTALL ARTIFICIAL TURF WITH CONSTRUCTIONDETAILS AND ELEVATIONS PER SEPARATE BUILDINGPLAN AND PERMIT PREPARED BY HHCP MATCH (167.17EG) 166.00TC165.50FS 165.75FG MATCH(166.64EG) MATCH (166.01EG) MATCH (166.12EG) MATCH (166.08EG) 165.95TC165.45FS 165.87TC 165.37TG 166.21TC165.71FS 166.21TC165.71FS 166.09TC165.59TG 166.05TC 165.55FS166.10TC 165.60FS 166.20TC 165.70FS 166.26TC 165.76FS 165.98TC 165.65FS-R 160.04 FS 166.02TC 165.52FS 166.43TC 165.93FS-R 166.43TC 165.93FS-R MATCH (165.34FS) 165.64TC165.31TG 166.64TC 166.14FS-R 166.50TC 166.00FS 166.42TC165.92FS 165.88 TG 166.58TC 166.08FS-R166.63TC165.96TG 166.63TC 166.13FS 166.18TC 165.68FS 165.72 FS-R 165.96 FS-HP 165.70 FS 165.60 FS 165.65 FS MATCH(165.58FS) 166.19TC 165.69FS-HP 166.19TC165.69FS 166.42TC 165.92FS 165.96 FS-R MATCH 166.88TC(165.55FS) 165.92 FS-R 1.4% 1.5 % 1.1% 1.1% 1.3% 1.7 % 1.0% 1.5 % 1.4 % 1.0 % 1.3 % 1. 0 % 2.0% 1.0 % 1.0% 2.5%2.0 % 1.0 % 1.5% 1.3 % 1.7% 1.5 % 1.8% 1.0 % 1.0 % 2. 0 % 2.3% 2 . 5 % 1.8 % RID G E RID G E 1. 0 % 1. 2 % 1.0% 1. 0 % RID G E RI D G E RID G E RID G E 1.8 % 1.0 % 1. 0 % 1. 2 % 1.6% RID G E 1.1 % 2 . 0 % 1.0 % RID G E RID G E 2.6 % 1.2% RIDG E 1.0% 1.0 % 2.0% 2.0 % 1. 0 % 1. 4 % 1.8 % 1.8 % 2. 5 % 1.5 % 1.0 % 1.0 % 2.5%2.0 % 1.0% 2.0% 1.0% 1.4 % 1.2% 1.0% 1.8% 1.0% 1.0% 1.0 % 1.6 % 1.0% 1.5 % 1.0% 1.0% 1.5 % 1.7% 3. 0 % RID G E 1.6 % 2 . 0 % 1.6% 1.1 % 1.4 % RID G E 0.5% 0.9 % (1.5 % ) (2.9 % ) (1. 3 % ) (1. 5 % ) (2 . 3 % ) (1.6 % ) (0.4%) (0. 6 % ) 1 . 5 % 1 . 0 % 2 . 0 % 2. 0 % 2.0% 2.0 % 2.0 % 2.0 % 2.0% 2.0 % 2.0 % 2.0 % 1.0 % 1.0 % 2.0 % 2.0 % 1. 4 % 1.2% 1. 3 % 1.6% 2.0% 1.4% 1.2% 1. 3 % 1.4 % 1.7 % 1.0 % 1.0% 1.0 % 1. 8 % 1.0 % RIDGE 1.0% 1.8 % 0.6% 0 . 9 % RID G E 1.1% 1.8% 1. 8 % RID G E RID G E 1.8 % 1 . 8 % 1.0 % RID G E 1. 6 % 1.2% 1.0% RIDGE 0. 5 % 1.0% 1.0 % 1. 4 % 2.3% 2.0% 1.5 % 1.0% 1 . 9 % 1.0 % 1. 0 % 2.0 % 1. 2 % 1.2 % 1.2 % 166 166 RID G E C C-0 4 C C-0 4 PROP. SEAT WALL PER SEPARATE PLAN & PERMIT PREPARED BY R.W. APEL PROP. SEAT WALL PER SEPARATE PLAN & PERMIT PREPARED BY R.W. APEL 03 GRADING PLAN REVIEWED BY: DATEINSPECTOR DATE RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT AM/GE LEGOLAND CALIFORNIA DRIVING SCHOOL RELOCATION SDP 2023-0012 08 546-7A GR2024-0003 GENERAL NOTES: 1. ALL COMMUNICATION, ELECTRICAL, GAS, AND IRRIGATION CONSTRUCTION NOTES ON THIS PLAN ARE FOR REFERENCE ONLY. FINAL DESIGN ARE PER SEPARATE PLANS AND SEPARATE PERMIT. RELOCATION OF DRY UTILITIES AND LANDSCAPE IRRIGATION LINES ARE PER SEPARATE PLANS. 2. CONTRACTOR TO VERIFY THE SIZE, DEPTH, AND MATERIAL OF EXISTING UTILITIES IN THE FIELD. CONTRACTOR TO NOTIFY THE ENGINEER IF THERE IS A DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. 3. EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN FOR REFERENCE ONLY AND ARE NOT AN "AS-BUILT". THEY ARE FROM A COMPILED UTILITY FILE OF DESIGNED UTILITIES FROM LEGOLAND (NOT AS-BUILT). SURFACE MANHOLES AND UTILITY BOXES WERE SURVEYED AND CONFIRMED IN THE FIELD. 4. PRIOR TO THE COMMENCEMENT OF ANY GROUND DISTURBING ACTIVITIES THAT MAY IMPACT NATIVE SOIL, THE PROJECT DEVELOPER SHALL ENTER INTO A PRE-EXCAVATION AGREEMENT, OTHERWISE KNOWN AS A TRIBAL CULTURAL RESOURCES TREATMENT AND TRIBAL MONITORING AGREEMENT, WITH THE SAN LUIS REY BAND OF MISSION INDIANS OR OTHER LUISENO TRIBE. THIS AGREEMENT WILL ADDRESS PROVISION OF A LUISENO NATIVE AMERICAN MONITOR AND CONTAIN PROVISIONS TO ADDRESS THE PROPER TREATMENT OF ANY TRIBAL CULTURAL RESOURCES AND/OR LUISENO NATIVE AMERICAN HUMAN REMAINS INADVERTENTLY DISCOVERED DURING COURSE OF THE PROJECT. THE AGREEMENT WILL OUTLINE THE ROLES AND POWERS OF THE LUISENO NATIVE AMERICAN MONITORS AND THE ARCHEOLOGIST. NFNF Docusign Envelope ID: F99DA143-9D30-4C31-A7FB-2C190AA13A12 9/11/2024 SECTION A-A HORZ. SCALE: 1"=1' VERT. SCALE: 1"=0' 15.0'5.8'12.0'28.0'12.0'12.0'12.0'21.3'12.0'2.7' PROP. TRACK PROP. HARDSCAPE PROP. HARDSCAPE PROP. TRACK PROP. TRACK PROP. HARDSCAPE PROP. TRACK EX. HARDSCAPE 12.2' 1.8% EX. LANDSCAPE 1.9%2.2%1.5%1.5% EXISTING GRADE EXISTING GRADE MATCH (165.66FS) 166.11TC 165.61FS 165.91TC 165.41FS 166.02TC 165.52FS 166.25TC 165.75FS 166.47TC 165.97FS 166.51TC 166.01FS 166.30TC 165.80FS 166.48TC 165.98FS EX. 24" CMP STORM DRAIN (151.67INV) 166.10 FS-R EXISTING GRADE MATCH (165.98EG) SECTION B-B HORZ. SCALE: 1"=1' VERT. SCALE: 1"=0' PROPOSED BUILDING 166.15 FF 165.65PAD 14.9'2.0'11.5'8.5'3.7'12.0'3.0'12.0'2.7'6.2'12.0'15.6'12.0'31.5'16.9'5.6'2.6'40.1' PROP. TRACK PROP. TRACK PROP. TRACK PROP. TRACK PROP. TRACK PROP. CONC./LANDSCAPE PROP. LANDSCAPE PROP. SIDEWALK PROP. LANDSCAPE EX. HARDSCAPE 13.0' EXISTING GRADE EXISTING GRADE EXISTING GRADE MATCH 165.33TC (165.00FS) 165.82TC 165.49FS 165.85TC 165.52FS 165.90TC 165.40FS 166.09TC 165.59FS 166.42TC 165.92FS 166.21TC 165.71FS 166.59TC 166.02FS 166.50TC 166.00FS 166.32TC 165.82FS 166.30TC 165.80FS 166.38 FS 166.10TC 165.60FS 165.97TC 165.47FS MATCH (165.48FS) 165.99TC 165.53FS 0.8%0.2%1.0%1.1%1.6%1.4%1.8% EX. HARDSCAPE 16 5 166 167 15 9 158 165 166 165 166 167 167 165 16 0 161 162 167 166 EXISTING FUN TOWN STAGE (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) 166 166 16 6 166 1 6 5 16 5 166 166 166 1 6 5 165 165 16 6 16 6 PROP. BUILDINGFFE=166.15 PAD=165.65 PROP. BUILDING FFE=165.70PAD=165.20 166 166 16 6 165 165 166 166 166 B C-0 4 B C-0 4 A C-0 4 A C-0 4 EXISTING FUN TOWN STAGE (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) PROP. BUILDING FFE=166.15 PAD=165.65 PROP. BUILDING FFE=165.70 PAD=165.20 C C-0 4 C C-0 4 164 162 166 168 160 158 156 154 152 150 170 172 166.15 FS 166.39TC 165.89FS PROPOSED BUILDING FF=166.15 PAD=165.65 EX. 24"CMP STORM DRAIN (151.30INV) PROP. 6" STORM DRAIN 162.90INV 17.1' PROPOSED TRACK 1.6% 1: 1 L O A D I N G 164 162 166 168 160 158 156 154 152 150 170 172 04 SECTIONS KEY MAP SCALE: 1"=20' 1"=20' 1"=10' 1"=20' 1"=10' REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT AM/GE LEGOLAND CALIFORNIA DRIVING SCHOOL RELOCATION SDP 2023-0012 08 546-7A GR2024-0003 SECTION C-C HORZ. SCALE: 1"=5' VERT. SCALE: 1"=5' SECTION B-B HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' SECTION A-A HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' NFNF 180 175 170 I -=+a-165 --T ----- 160 155 150 o+oo 0+25 0+50 o+ 75 1+00 1 +25 1+50 180 I 175 .. .. .. ·1 □ 170 I \ \ 165 I ' \I -n -T-I I / J / I / --1 I 160 155 150 II II II II II II II II o+1oo o+1so 1+'oo 1+1so 1+75 , l [J \ I , , - "'-\ "'- "'- "'- "'- "'- "'- "" "'- "'- "'- 180 175 170 165 160 155 150 180 . .. 175 Q, _l=-170 I 165 - I 160 155 I I I II II II 150 2+100 I I I I ' I J I I I I I I I I I I ' I / I I I I I I \_ \ \ \ ,, \ \ fr ~ I , \ \ \ f f g, ~ ~ '»., r \ l lf ,n"' \ \ . ' • • • . . . . . . . . . . . . > :-:~ . •♦>) • • . • • . • • .%4 1/'. .·~~ ~:~:.:-:-:-:. ·---.._ ..... . . •. ~--. ./ "AS BUILT'' D CITY OF CARLSBAD D i---------i----t-----------------t--------t---f--------t------t ENGINEERING DEPARTMENT ~-~ OTHER APPROVAL Docusign Envelope ID: F99DA143-9D30-4C31-A7FB-2C190AA13A12 9/11/2024 16 5 166 167 165 166 165 166 167 167 165 162 167 166 EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) 166 166 16 6 166 16 5 1 6 5 166 166 166 1 6 5 165 165 16 6 16 6 EX. TRENCH DRAIN TO REMAIN (165.43TG) EX. TRENCH DRAIN TO REMAIN (165.55TG) EX. TRENCH DRAIN TO REMAIN (165.49TG) 166 EX. TRENCH DRAIN TO REMAIN (165.44TG) EX. TRENCH DRAIN TO REMAIN (165.35TG) 166 16 6 165 165 166 166 166 162.33INV-8"-E (150.74INV-24") 165.54TG 162.28INV 165.41TG 162.35INV 165.75TG 161.60 INV-8"HDPE (153.71 TOP-24"CMP) (151.71 INV-24"CMP) 165.10TG 162.10INV-8" (152.46INV-24") 165.41TG 162.60INV 165.15TG 162.68INV 165.70TG 162.17INV S = 0 . 0 1 0 165.76TG 162.47INV 165.13TG 162.63INV S = 0 . 0 1 S = 0 . 0 1 0 S=0.010 164.50TG 161.92INV 165.76TG162.18INV S= 0 . 0 1 0 162.68 INV 162.60 INV (162.64INV) 162.74 INV 165.88TG 163.04INV 162.97 INV 165.56TG 162.51INV 165.35TG 162.45INV 163.01 INV 162.89 INV 165.63TG 161.82INV 165.73TG 162.61INV 165.97TG 162.40INV 165.58TG 162.65INV 165.65TG 162.57INV 165.25TG 162.44INV 165.91TG 162.06INV 164.77TG 162.10INV 165.90TG 162.06INV 165.31TG 162.81INV 165.86TG 162.91INV 165.20TG 162.70INV EX 24" CMP STORM DRAIN TO REMAIN 161.91 INV 162.55 INV 162.16 INV EX 24" CMP STORM DRAIN TO REMAIN EX. 4" WATER LINE TO REMAIN 165.35TG 162.79INV 165.49TG 162.49INV 165.56TG 162.99INV 165.46TG 162.87INV 165.61TG 162.66INV 165.46TG 162.49INV 165.59TG 162.20INV 165.57TG 162.15INV 165.68TG 162.35INV 165.47TG 162.49INV 165.36TG 162.86INV EX. INLET TO REMAIN (165.37TG) EX. INLET TO REMAIN (165.36TG) 162.74INV 162.12 INV 162.14 INV 162.32INV 162.98 INV (162.39INV)162.41 INV (162.61INV) 162.96 INV 162.91 INV 57 58 57 55 53 53 58 55 58 58 49 49 57 51 51 58 54 54 56 54 58 51 51 54 51 58 54 54 58 51 58 58 58 58 51 51 40 40 4040 40 58 40 49 58 51 40 40 40 40 57 51 51 51 51 51 51 51 51 51 51 40 40 40 48 43 50 43 48 48 43 48 40 40 162.67 INV 48 162.65 INV43 165.39TG 162.63INV 165.34TG 162.84INV 40 162.48 INV 162.51 INV 48 51 51 48 56 56 56 (162.79INV)56 S=0.010 40 S= 0 . 0 1 0 S= 0 . 0 1 0 163.05 INV 48 163.06 INV 48 163.09 INV 54 S= 0 . 0 1 0 S = 0 . 0 1 0 S= 0 . 0 1 0 EX 24" CMP STORM DRAIN TO REMAIN S= 0 . 0 1 0 S= 0 . 0 1 0 S= 0 . 0 1 0 EX 24" CMP STORM DRAIN TO REMAIN S= 0 . 0 1 0 S= 0 . 0 1 0 S=0.010 161.62 INV 161.63 INV161.69 INV161.75 INV 162.02 INV 162.20 INV 162.25 INV 162.25 INV 162.35 INV 162.54 INV 162.40 INV 162.38INV 162.45 INV 162.51 INV 162.43 INV 162.59 INV 162.62 INV162.76 INV 162.67 INV 162.78 INV 161.62 INV 161.69 INV 161.89 INV 161.90INV 161.94 INV 162.33 INV 162.35 INV 162.37INV 162.63 INV 162.80 INV 162.90 INV S= 0 . 0 1 0 162.40 INV 162.26 INV 162.24 INV 162.11 INV 162.86 INV 48 48 48 48 48 48 46 50 48 44 43 43 43 43 4343 43 43 48 48 48 46 43 43 46 48 43 48 48 43 43 48 48 44 48 162.46 INV 54 162.13 INV 162.15 INV 48 46 (162.11INV)56 162.65 INV49 S= 0 . 0 1 0 S = 0 . 0 1 0 S = 0 . 0 1 0 S= 0 . 0 1 0 48 40 40 40 40 40 40 40 40 41 165.64TG 162.29INV58 PROP. BUILDING FFE=166.15 PROP. BUILDING FFE=165.70 EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) EXISTING FUN TOWN STAGE (N.A.P) S = 0 . 0 1 0 S= 0 . 0 1 0 EX 12" STORM DRAIN TO REMAIN 162.43INV-6"SD 160.51INV-3"SS 162.49INV-6"SD 161.15INV-4"SS40 55 S=0 . 0 1 0 40 165.96TG 161.90INV51 165.38TG 162.79INV58 165.59TG 162.52INV58165.37TG162.62INV58 162.45 INV 43 162.56 INV 43 162.73 INV 43162.75 INV43 40 40 40 40 40 S= 0 . 0 1 0 05 STORM DRAIN PLAN 1. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND AND GRADES. CONTRACTOR TO NOTIFY THE ENGINEER IF THERE IS A DISCREPANCY BETWEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. 2. STORM DRAIN IS TO BE INSTALLED AT A 1% MINIMUM SLOPE. 3. EXISTING UNDERGROUND UTILITIES SHOWN ARE SHOWN FOR REFERENCE ONLY AND ARE NOT AN "AS-BUILT". LAYOUT AND ELEVATIONS ARE FROM CITY OF CARLSBAD DWG NO. 333-2Y AND A COMPILED UTILITY FILE OF DESIGNED UTILITIES FROM LEGOLAND (NOT AN AS-BUILT). SURFACE MANHOLES AND UTILITY BOXES WERE SURVEYED AND CONFIRMED IN THE FIELD. 4. EXISTING STORM DRAIN SYSTEM TO BE KEPT UNPLUGGED AS LONG AS POSSIBLE. PLUG EXISTING STORM DRAIN LINE PER PLAN. 5. SEE DEMOLITION PLAN FOR LIMITS OF DEMOLITION FOR STORM DRAIN TRENCHING. LIMITS OF DEMOLITION IS SHOWN FOR REFERENCE ONLY FOR THE STORM DRAIN REALIGNMENT. IF DEMOLITION OR DAMAGES OCCUR TO THE SITE OUTSIDE THE LIMIT THE OF DEMOLITION SHOWN, THE CONTRACTOR IS TO REPLACE TO MATCH EXISTING CONDITION AND BACKFILL PER THE FINAL SOILS REPORT. 40 PRIVATE STORM DRAIN CONSTRUCTION NOTES: INSTALL 6" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 8" ADS N-12 HDPE STORM DRAIN PIPE NOT USED THIS SHEET INSTALL 6"X6" ADS N-12 HDPE WYE CONNECTION INSTALL 6"X8" ADS N-12 HDPE WYE CONNECTION NOT USED THIS SHEET INSTALL 6"X6" ADS N-12 HDPE DOUBLE WYE CONNECTION NOT USED THIS SHEET INSTALL ADS N-12 HDPE 45° BEND CONNECT SUBDRAIN TO PROPOSED STORM DRAIN LINE INSTALL ADS N-12 HDPE 22.5° BEND INSTALL 6" HARDSCAPE AREA DRAIN W/ LIGHT DUTY RATED GRATE PER DETAIL A, THIS SHEET INSTALL ADS NYOPLAST 36" DRAIN BASIN W/ TRAFFIC RATED GRATE CURB INLET DRAIN BASIN PER DETAIL 4, SHEET C-06 INSTALL 4" PERFORATED PVC SUBDRAIN BELOW ARTIFICIAL TURF, REFER TO AREA DEVELOPMENT PLANS FOR DETAILS ROOF DOWNSPOUT DIRECT CONNECTION TO STORM DRAIN SYSTEM PER DETAIL B, THIS SHEET CONNECT TO EXISTING STORM DRAIN CMP WITH INLINE DRAIN TEE CONNECTION, PER DETAIL 3, SHEET C-06. CONTRACTOR TO VERIFY LOCATION, DEPTH, SIZE AND MATERIAL OF EXISTING STORM DRAIN LATERAL PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN FIELD AND EXPLORATION AND PLANS, THE CIVIL ENGINEER MUST BE CONTACTED IMMEDIATELY. CONNECT TO EXISTING STORM DRAIN LATERAL WITH ADS N-12 HDPE 4" X 6" WYE CONNECTION. CONTRACTOR TO VERIFY LOCATION, DEPTH, SIZE AND MATERIAL OF EXISTING STORM DRAIN LINE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN FIELD AND EXPLORATION AND PLANS, THE CIVIL ENGINEER MUST BE CONTACTED IMMEDIATELY. INSTALL LANDSCAPE AREA DRAIN PER DETAIL 2, SHEET C-06 INSTALL 12" HARDSCAPE AREA DRAIN W/ MEDIUM DUTY VEHICULAR RATED GRATE PER DETAIL 1, SHEET C-06 41 43 44 45 46 47 48 49 50 51 42 52 53 54 55 56 57 58 GENERAL STORM DRAIN NOTES REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT AM/GE LEGOLAND CALIFORNIA DRIVING SCHOOL RELOCATION SDP 2023-0012 08 546-7A GR2024-0003 AREA DRAIN DETAIL 4"-6" DIA. RIGID DRAINLINE PVC CATCH BASIN AS REQ'D. SINGLE OR DOUBLE ENTRY TOP OF PAVING (LENGTH AS REQUIRED) 6" DIA. PVC RISER 6" DIA. AREA DRAIN GRATE 1% MIN. SLOPE TO DRAIN, TYP. 6 5 4 3 2 14 6 5 321 A NOT TO SCALE NDS DOWN SPOUT ADAPTER OR BLDG. FACE DOWNSPOUT PER ARCH'S PLAN DOWNSPOUT EXTENSION ATTACHED APPROVED EQUAL FINISH GRADE 6" ADS N12 RISER (LENGTH VARIES) WITH (1) SCREW EACH SIDE SH O W N ADS HDPE N12 DRAIN PIPE (TYP.) 6" ADS N12 45° ELL-TYP. (2) PLACES OR USE (1) 90° SWEEP ELL 6" ADS N12 DRAIN PIPE VA R I E S 1'- 6 " U N L E S S OT H E R W I S E NOTES: 1. ALL ROOF DOWN DRAINS TO BE CONNECTED TO STORM DRAIN SYSTEM UNLESS OTHERWISE NOTED. 2. CONNECTION TO STORM DRAIN LINE TO BE 6" ADS N-12 PIPE UNLESS OTHERWISE NOTED BDOWNSPOUT CONNECTION NOT TO SCALE NFNF I I I I I I I I I I I L\ 7 J I I I I I I I I I I I I I I I I I r I I I I I I I I I I I I I /I // I I I I I I I I I I / \ '\ \ t \ \ \ I I I I I I I I 11 J 1~ I /I .. /2 v -.. 4 ;-<1., 0 : .//. . . • -i;-/ >\-< ' .... q · .• • GS;i: .... ,...... ►,:_-~ • . -: .. ~_-.: ·=: o·.1 ~·-~; 0 ·. "... -<1 • .. \ ,,, ., ,. <i/ ,,/ .. <1 v1· " .. .. .. --~ • . . .• .J• ., ~--.-{ . . •.· ... /:1··---. " ., .. /<1.. ·::;. •• ~--. ,; ---':;,"l-<. /~ ., ,,. / /q_. ,,,, :•.• .,,f.: .,, .,/. ....... /-<1 ., ,,,·-,,, , ;q ·J ... >.(•·.-...... '• • ! ., \.>-. _____ <' • ----- • : ·o, • '1.C .. ;;•~. "tfl,r,,, -~ -- "~-//" . /4 • . • • • • """ \ \ \ • • • • • • • • ' ,. ,__" ~::c=:::~ • • • • • ·>,., ___ _ 01~ f j -- ""'"".n,.. -- I I I /, -- \ I ·I ·1 ·/ . . / ./ ·J ·I ·1 ·./ • • • Yr I I fo l I • • • I I I I I I I I T I \ ' I I I I [ r - /, / -! 1 \ \ \ . . \ • . \ - \ \ \ - / / 7 / I I f \ \ \ I I / I I I / / / r I I / I I \ J I I / / I f / 0 0 0 0 0 I l t I r \ I I I I I • C t I j / / I I I /0 /0 { 0 I o I o I o \ 0 I g I o I 0 ) I I I I l I f I • I 0 0 0 =llt=llt=II;;; ;;; ' 6 • ' 6 • ' 6 • ' 6 • ·: .1~:~_;:_ . I> . I> . I> 0 0 0 .• '.• 0 0 0 0 10 O 10 □~.:•~-~• ... _I GRAPHIC SCALE SCALE: 1" = 10' 11 AS BUILT'' 0 20 I "" ~' t==+==t==================t==j==j==j=~□ CITY OF CARLSBAD D "- 1 ENGINEERING DEPARTMENT '. ~==-===========~==: OTHER APPROVAL Docusign Envelope ID: F99DA143-9D30-4C31-A7FB-2C190AA13A12 9/11/2024 06 DETAIL SHEET REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT AM/GE LEGOLAND CALIFORNIA DRIVING SCHOOL RELOCATION SDP 2023-0012 08 546-7A GR2024-0003 3 NOT TO SCALE INLINE DRAIN TEE CONNECTION 2ADS LANDSCAPE DRAIN BASIN NOT TO SCALE 436" ADS NYLOPLAST DRAIN BASIN NOT TO SCALE NOT TO SCALE 8"-12" ADS NYLOPLAST INLINE DRAIN 1 NFNF NYLOPLAST INLINE DRAIN USING INSERT A-TEE TO CONNECT TO LARGE DIAMETER MAINLINE QUICK SPEC INSTALLATION DETAIL INTEGRATED DUCTILE IRON FRAME & GRATE/COVER SIZED TO FIT NYLOPLAST INLINE DRAINS (30" STANDARD FRAME AND GRATE SHOWN) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAE MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION INVERT ACCORDING TO PLANS/TAKE OFF \_ ,,, 18" MIN, WIDTH GUIDELINE I l 8' MIN. THICKNESS GUIDELINE NYLOPLAST INLINE DRAIN (30' X 18" N-12 INLINE DRAIN SHOWN) WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) D INSERTA-TEE CONNECTION (18" ADS fl-12 CONNECTION SHOWN) LARGE DIAMETER MAINLINE PIPE (48' ADS N-12 SHOWN) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS Ill MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 • GRATES/COVERS SHALL BE DUCTILE IRON PER ASn1 A536 GRADE 70-50-05. 2 · 12" · 30' FRAMES SHALL BE DUCTILE IRON PER ASTh1 A536 GRAOE 70-50-05. rc,:cH,"s"PR;;;llfT=o:;;,s"c,"o"s=es"'s:cu;;-BJ"ECT=M"A n=ER;cl:;N ::cWc:H,=cH.,---,cD::R:cAW:CN:CB:CYC-CCNM"H"'M:cAccTE=RIA=l-------~---------,~,,~,:cv=ER~D:CNA~A~V=,---l ll' & 10" STANDARD GRATES FIT DIRECTLY ONTO INLINC: DRAINS SEE NYLOPLAST HAS PROPRIETARY RIGHTS. THE R::CEIPT /Jl•~~ BUFORD, GA 30518 DRAWING NO, 7003-110-000 & 7003-110-001. OR POSSESSION OF THIS PR I ITT DOES NOT CONFER, DATE 10-4-17 /I/~ PHN (770) 932-2443 3 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHfil CONFORM TO TRANSFER, OR UCEttSE THE USE OF THE DESIGN OR Nyloplaet&; FAX (770! 932-2490 !~STM 03212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL}. TECHNICAL NFORMATION SHOWN HEREJII APPD BY NMH PROJECT NOJNAME www.n)'IOplast-us.com N-12 HP, & PVC SEWER (4" • 24"), REPRODUCTION OF THIS PRIITT OR ANY INFORMATION TITLE 4 -12"-30" STANDARD GRATES AND SOLID COVERS S~LL MEET H-20 LOAD RAffiG. CONTAINED HEREIN, OR MANUFACTURE Of ANY DATE 10417 NLINE DRAIN USING INSERT A-TEE TO CONNECT TO LARGE 5 -8' & 10" STANDARD GRATES ARE RATED FORUGHT DUTY APPLJ:::ATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DIAMETER MAINLINE QUICK SPEC INSTALLATION DETAIL ONLY: NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFK: WRITTEN r----+----------r=============::::..i PERMISSKlN FROM tNLOPLAST, ©20~7 NYLOPLA&T DWG SIZE A SCALE 1 :50 SHEET 1 OF 1 DWG NO, 7003-110-124 NYLOPLAST 36" ORAi , BASIN: 2836AG __ X 41 2J IIIJEGAAml OUCT1l£ IRON f!W/1:, GRAT-□ 00/tll -.......__ TOIAATI>i BASINO.D. ...._,_ QI VAIW<lllf IIIVEll'f HfJGWIS ~VAWLI! jot(D'IDNG lO PLAIMAA!e 0'1l 1~· MIii M!Nl.Fl;;;TUUl,Q REOI.IRE!.IEIIT FIOATrP Of OIIA T1i TO lOP Of PPI; ($'NIN. FIIOI.I TtlPO.-PPE 10 Aft,, AFTER 1W CF 111&!190DV IS rEUl TRIIH!D) 11r I.IN mo GIJDELf,jf r ~ ffl!OOESS GUOfl.l<E TiWTJl:IJWJS; COllalETE SIMI 011/ENSOtl.!I-FOR wr~U'l;Pl,fll'OSel oa.r ,;;;fUPL QJNCR<lc 51.Af, 1o1.1sre1; -OE'SOEll T"Mlt,IGIHT"O 00,,SE:ERl,llO!I LOC>'<. SOL aJfMIOtlS. 1""'f IC lO',IIIM(j & OPiei ""I.a.ii£ ~GNfllwTORS S££ CIAA\\1NG hO 11D' 111). II t FOR ll'.lllllWrlCIUS'TAIUTKlt ' X 3G" OU:TI LE IRCI• IIED!.ONG TOP REV A Tl!E MC<fl!L IM1Elrul.SIWJ. SECRL&,EDSIDl£QIUOO'R GAAl'LUSI , .. TERIAL NW f\<£ RfCUAEl,ENf$ OF CU\$S l ClASS II. OJI Cl.liSS ■ t.llffEAIAl.l>S llBIIIED IN 11511,1 D!31't UD!)INl;69o«ALLl'OA ilJR,ACE ~ IIUfS~BE l'UCED,I OOWPIIL'TEOUNIFORWLY IN ACCOID'IU.Yllll AST\I ll232t l•I V.WOIJST\ffSQF Hll.ET I OUII.ET AOAP'f\'_RSAV~ •••JOI" fCA otlilRUGATED HlPE io\OS N,IMWICO~OLW. l'IAl.l. 'l'.lSl!N«:OR SI E W,IIJ,), N-1ZHP !'UCSf\•1:11 (El!; SPIUII. Plll: DIN (Ell. SOI 40), PVC CIIOOU!ll6 IXlllllJGA lEl l R!IIIED PIIC •1l:lnlCHT JOl!<T iCORR\JG4 TEP HDl'f 9lOW!II - , / I -GRA1 1,$Q)l)o:wOl:S I OIJCJU!tJICNNJl:ASN ' .JO-»m- 2'-Stlll!DUCN;JC,,.$Kltl.DliCflltil'tOICPllR,\S1 .. M)J~A!I!. M!i'IIN1D6CLDISE5-s-.&lta1MTIEJIN MDJ DRAJdi'IY llllt IIA'IEIUL ' ~'49-TOll!-CDJJCNlllililN'"'tu.«!O~TO,v.N~filU JMIR'5 tM..!il'~ARYAtl+rra. 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CA ,ast11 -.mq;,u-141J ,.u:cm, ~• -li.5TVD32'1lRll!ICClft.lJ.ti.1BlaEIAJJl~t~l:UIC.~ 0DM1.IJ£DIEREJI.GAriua..F.&lit\A:<Fa« MIi ~ mu 11.tJrP.i"4'C58nR ..,,CIT Nlfi iv-"• 5 • ADii\1JEUlitMIISfUD..MmDH~ .WE rt iOJKl" lOOfTBilU.EliilWlill.lll ~~ fMlli{ matl!l11ETOOlHm5 c•;,;m;;,;;. __ .. ..;-..;•;.;•41"'+------------1------------•-....., __ ...,_· _AU:.A_lDl __ m_ ... ~ lt1~~GPTEASS8E~1,0100J.1•01J lSKaEfll>DtDC£PT81fta:c\W'"TEllt r • ••••• • I-& Fmt~~F!tDWl'M.mASr , Ull'G --.. RI ICM1i --l'DIHM-G ...... 8" -15" NYLOPLAST INLINE DRAIN WITH BRONZE GRATE (1, 2) BRONZE GRATE & 1"1EGRliTBl DUCTILE IRON FRAME 1U MATOt BASIN 0.0. INVEfrr ACCORDING TO PI.MS/TAl<E OFF M~NUM P1PE BURIM. DEPTH PER PIPE MANUFACTURER REOOMMENlAT!ON (l!) VARIOUS TYPES OF lfll.ET & OUTIET AllAFTERS AVAIi.ABLE: 4' • 1>" FOR CORRUGATED ~PE(ADS N•12Jli/\NCORD\IAI. W/>l.l, ADS/HANOORSINGL.E WALL), N-12 HP, PIIC SEY,ER (EX: SDR 35( PVC DV/V (EX: SCH 40). PVC C80M:005, 00RRUGATEO & RIBBED PIIC (CORRIJGIITED fllPE SH~) C] THE BAl:KRLL MATERIAi. SI-IAlL BE CRUSHED IITCJNE OR OTHER GRAllUIAR MATERIAL MEITING THE REQUIREMENTS OF Cl.,',SS I, CLASS II, OOCLASS Ill MATERIAL AS DEF~ED IN AS1M02321. BEOrlNG & BACKFILL FOR SURFACE DRAINAGE INIETS SHALL BE ~O & CO'-PACml UNI FOR ML YIN ACCORDANCE W™ A$1M 02321. 1 -fr-15"6RATESSHALLBESOUDBRASSMETH.... 2 -i~-30' FRAMES SHAU. BE DIJCTLE IRC:t, PER ,WJM A5!8 GR,t,DE ~ 8' & 10' BRCINZE GRATESmDIRECTL..YONIONJhlE DRAl~SEE DRAWING NO. 1'!1)3-110-G& 71m-11o-«>1. 3 • DRAlN.IOECONNECTIONS1\JBJOINTTIGtm£SSSH;JJ.Wf'OIWT0 ASTM 03212 FORCORRIJGA.lED HOPE {iliDS N-121-WCOO.WM. WALL), N-12 HP, I PICSEWER. 4 • r-15"BR0NzEGRAlESHittVENOLOAD~ma. THISPRNTIJISCLOSE99UBJECTMATIERIN'fflil0i DRAWNBY !IC 11A1!11W. NYLDPlAST HA9 PROPRIETARY RIGHTS. TIE RECEIPT OR POSSESSION OF lHIS PRMOCES NOT CONFER, DATE OWl-10 TRANSFER, OR L.JCENSE THE USE OF THE DESIGN OR TECHNICAL INFtHMTION SI-DWI HEREIN REVISED BY Nllt PROJECTNOAIMIE REPRODlJCllOtl OF THIS ~ ORNff INFtlftAATlON fflLE 111/0& Nyloplaat~ 3131YERONAAVE Bl.FORD, GA :1Go11 PIIN (rn)I......, FAX(ffl)982,,2,tll ---CONT~ED HEREIN, OR MANUFACTURE OF /INY DATE Ol-11-1I INLIIEDRAIIWIIH IIIDNZE BMTE .-R"TICLE HEREFROM, FOR THE Dl9a.OSURETOOll£RS QLICICIPEC IIIITM1AT10N IETAL ISFORBll>EN,EXCEPTBYSPECIFICWIITTEN f-----+---------+---==.:,:,:,:,ee,:,""-""'-""""-----1 PBallSSIONFROMNYLOPlAST. lllill11 DWGIIZE A ICALE ua IHEET 1 DF1 ........ .....,, ... REV C NYLOPLAST INLINE DRAIN WITH DOME GRATE INVERT ACOOROING 1U Pt.ANSITAl<E OFF (1) INTEGRATE□ DUCTILE IRON ORATE TO MATCH BASIN OD. Ml NI MUM PIPE IIURIAI. DEPTH PER PIPE MANUFACTURER RECOMMENDATION THE l!ACl<FILL MATERIAL SI-IAlL BE CRUSHED STONE OR 0'11-ER GRANUlAR MATERJAL MEET~G THE REQUIREMENTS OF CU.SS I, CI...ASSII, ORCI..ASS Ill MATERIALASDEFINEDIN ASTMD2321. BEDO~G & BACKFILL FOR SURFACE DRAINAGE INIETSSHALL BE PIACED & COMPACTED UNIFORMLY IN~ Willi ASlM D2321. 8"-:W r ----------I TIIS PRINT DtSCI..OSES SUBJECT MATIER IN WHICH N'rtOPu\ST HAS PRDPRIETARYRJGHTS. TiiE RECEPT DRAWN IV DC MA1'UllL (l!) VNIIOUS T't'fES OF lfll.ET & Ol/11.ET l'D,'J'IERS AVAILABLE: 4' • 311" FOR OORRUGIITED HOPE {ADS N-12,\iMOOR DUAi. WAIJ..-OOR SINGLE WALL), N-12 HP, P\ICSEMR(EX: SOR 35), PVC DV/V (EX: SCH 40), PVC C900alll5, CORRUGATED & RIBIIEDPIIC WATERTIGHT .JOIITT (COORUGATED HOPESHQ'M,I) 1 , If, '1f DOME <lRATESSIIAI.I.BE DIJCTLE IROO PER AS'IMl.fitJCIRADE70<il-00 2 -DRAINAGE COMM:CmN 9T1)I JOINT TIGHJNESS !HAU. CCHORM TO .ASTM D3212FOR ca..RUGAlED HDPE ~ N-12'-WIXlRllJAL WALl), OR POSSESSION CF TlllS PRINT OCE5 NOT CONFER, DATE .....,, 111/0& N-12HP, lPVC SEWER(-4'-2-41, !I -8"-SCl"OOME GRATESHA\IENOLOADIIATWGI TRANSFEFI, ORLIC!:ftSE THE IJ8E Cf" TI,EDESIGNOR TECHNCAL tilFORMATION SHO'Mt HEREIN REYIIED BY N• PROJECT ND.ffWIIE REPROOUCTION OF THIS PRlfTORNfflNFOFIAAJIJN TTTLE Nyloplaati; 31,0.YERONAAVE Bl.fORD, GA 30i1 I PHN {TNll m-2,443 FAl(ffl)m,a.,tll) -.ny11p1.......__. OONT .. EDHEFEIN,ORMANUF;.cruR.EOFNff DATE IIMl-1I III..IIIEDRMIWITHIDIEGRATE NmCLE HEIEFROM, FOR THE Dm..09JRE TODTHERII-QUICK 1PEC IIIITALI.AllON DETAL ISFOAllllDEN,EXCEPTBYSPECIFlCmm-EN f-----1----------+--========e..._---l DWG811! A 1CAL1!! 1:40 Rll!l!T 10,1 ... NO. _,,..., .... 11 AS BUILT'' D CITY OF CARLSBAD D t---t---+----------------+------1---+--+------I ~-=EN~G=I~N=E=ER~I~N=G_D=E=P~A~R~T~M=EN~T'----------" OTHER APPROVAL Docusign Envelope ID: F99DA143-9D30-4C31-A7FB-2C190AA13A12 9/11/2024 07 TEIR II SWPP REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT AM/GE LEGOLAND CALIFORNIA DRIVING SCHOOL RELOCATION SDP 2023-0012 08 546-7A GR2024-0003 CW MS TF T SS LS MS ES HM CM NFNF TIER 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 DURATION OF THE CONSTRUCTION WORK (YEAR ROUND}. I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: THOMAS STORER FROM: MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS INC. AT (TEL.NO.} (858) 344-8938 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 SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS 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 END 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 J/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY. TO PROVIDE sumCIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. AOEQUA TE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND 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 ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "MATHER 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 WITHIN A 5-DA Y NATIONAL M"A THER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOM"D 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 DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT 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 GREATER OF A RAIN WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND 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 AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE AL TERNA TE 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 THE 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 FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL KfA THER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL KfA THER 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 WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED 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 STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "M"A THER TRIGGERED BMPS~ EROSION CONTROL HYDRQSEEQING, PLANUNG AND IRRIGA 710N 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE.· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE.· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE !RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE. AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNIA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA 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 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 BROADCASING BEFORE HYDROSEEDING. i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 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 MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA T/ON OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumCIENTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE 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 HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA T/ON INSTALLED ANO BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, 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 CO.ORD/NA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. Best Management Practice' (BMP) Description ➔ " .Q ~ .... 0 o~ " " 0, -2~ ~ g 0, ~-£ ., ~ ll) -1:2 0, .s: -.:, " " ., 0 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water BMPs Control BMPs Management BMPs " ~ " " .Q -.:, .Q .Q ~ ai ~ ~ 0, 0 "' C: <., <., " .s: -2' E ~ 0 2 2 .Q -9-0 E ~ -.:, t:: ::; -.:, "' 0, ... .'!' ~ ~ ~ .s: ""'- ::, C: "' .s: ·E --'= "' "' "' g .:r 0, Oo §-"' " "' g~ (5 ~ <'el -S: en :a-0 " ~ "' ,. "' ,!:: 0 .s: '-' c;j ~ :§ -S: ~ '-' ... ., -.:, "' ~ -.:, "' "V, g/ 0, " 0, en e g 0, -.:, ~ " " " ~ " 0 ,. " jt 6_§ ::, ~ Cl} <., ~ 0 ., 0 "' ai c:, 0 en v,·-0, c:, --'-' " 0, ~ ::; c:, 0, c:, " Cl:: E 0 ~ " " .'!' ijj ~ E al -~ c:: \..~ o,~ ~ .£; -.:, ::e -~ " ~ -'< ] ~ ::, ,g ~m :":;:;t:, " 0 .Q .$2 6 ~ " ~ " ::, '-~ .Q ... -g .b " <., ·s ~ 0 0 0 ~ " 0 ~ " C: 0 0 ~o ~ .c: ., Waste Management and Materials Pollution Control BMPs ~ " -.:, ai ~ § -.:, "' E " ~ " 0 " c 0, ~ " .!,1 0 C: "' §! .Q ~--6 ., -~ " ~ ~ it 5}~ "' ::; ~ " C: "' ai c:, ::, -" ~"' " " j~ ::, E " E ~~ 0"' ] "' ... -.g ., ~ " ·-0, ~ o.. e 0, ... 0, ~ 0, 0 0, ... 0 " ... " " -~ .:,0 O 0 " 0 ;t:;:O -o ~ 0 :::: C: " " " " C: " ~ g. 0 0, a:w " ~ ~& in ~ " 6 ~ (5 tng 0 ~ ... ~" tn LS i&: ti: & ti: ~cJ J:: '-" V) V) V) 0.. V) - :..:::: § 0 ~ 0 ~ b½-8 c5l ::; 0 0 0 0 O 0 ::; V) ::; V) J:: ::; '-' ::; V)::; --+--+--+-+-+-+----+---+---+----+---+----+---+--+---+--+---+-+-+--+-f--+---+------IPROJE CASQA Designation ➔ Construction Activity x Grading/Soil Disturbance ~ Trenchina/Excavation x Stockpi/ina Dril/inn IBorina x Concrete/Asphalt Sawcuttinq ~ Concrete Flatwork x Paving ~ Conduit/Pioe Installation Stucco/Mortar Work Waste Disoosal Staqina/Lay Down Area Eauivment Maintenance and Fuelina Hazardous Substance Use/Storaqe Dewaterina "' .... r--.. ex:, 0, ---(, (, (, I (, (, I '-' bJ Lu Lu Lu Lu Lu Lu X X X X X X X .., .... "' (0 r--.. ex:, a --I I I I I I I I bJ bJ bJ bJ bJ bJ bJ I-'= >( X X >< X X >< X -.., r--.. ex:, -I I I I I ~ ~ ~ ~ ~ -"' .., .... "' (0 ex:, 0, I I I I I I I I i i i i i i i i >< >< >< X X >< X >< X X X >< >< >< >< X X >< X X >< >< >< X X >< X X >< --.....-X X >< >< X >< >< X X >< X X X -...,.,.---.....-X -...,.,.-X -:x--...,.,.- X Site Access Across Dirt X >< X X ><XXX Other (/isl): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located alon_g the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FLORA LIU AT (760) 681-8652 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. CASQA STD./DESCR/PTlON DIRECTION OF DRAINAGE LEGEND SYMBOL 3. FOR PROJECTS COVERED BY STAT£ SWPPP/WDID, IN ACCORDANCE W7TH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WA T£R POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDA TEO SIT£ CONDITIONS OF THE PROJECT. THE UPDA TEO WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. 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. TC-1: STABILIZED CONSTRUCT/ON ENTRY GRAVEL BAGS (SINGLE ROW) ~11111111~ 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE W7TH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE W7TH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. SE-10: INLET PROTECTION & MARKER AREA DRAIN/CATCH BASIN INLET WM-8: CONCRETE WASHOUT WM-1: MA T£RIAL STORAGE AREA WM-9: SANITARY FACILITIES WM-5: WASTE STORAGE AREA WM-3: SOIL STOCKPILE WM-3: LANDSCAPE STOCKPILE WM-1: MA T£RIAL STOCKPILE EQUIPMENT STORAGE WM-6: HAZARDOUS MATERIAL STORAGE CLEANUP MATERIALS OWNER'S CERTIFICATION: SITE ADDRESS: 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 CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. 1 LEGOLAND DRIVE CARLSBAD, CA 92008 AREA OF DISTURBANCE 03/11/2024 AREA OF DISTURBANCE ~2=2=1~7=3 __ S.F. FLORA LIU OWNER(S)/ ~•s AGENT NAME (PRINT) <~ OWNER(S)/ OWNER'S AGENT NAME (SIGNA TUR£) DATE 06/04/2024 DATE CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}: IXl HIGH □ MEDIUM (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE 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 SLOPE KEYWA YS) 0 QTY 284 SF 804 EA 45 EA 44 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA srr PACIFIC OCEAN --,.._.,. -~ t I cosr111 ; AV" t:.; \..~ ~ ~ ~ ~ LJ,..,,. ;;- w.,_ - CITY OF ENCINITAS --s-- VICINITY MAP APN: 211-100-09 & 211-100-11 11 AS BUILT'' OWNER/APPLICANT: D CITY OF CARLSBAD D i------t----j-----------------t------t-----t-----t-----, ENGINEERING DEPARTMENT NAME: MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS INC, A DELAWARE COMPANY ADDRESS: 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 TELEPHONE NO.: (760) 681-8652 EMERGENCY CONTACT: NAME: FLORA LIU ADDRESS: 1 LEGOLAND DRIVE, CARLSBAD, CA 92008 TELEPHONE NO.: (760) 681-8652 ~-~ f---0-T-H-ER_A_P~PR_O_V-AL--+--~-----, L---~===J ~--------~l~---~I Docusign Envelope ID: F99DA143-9D30-4C31-A7FB-2C190AA13A12 9/11/2024 16 5 166 167 165 166 165 166 16 7 167 165 161 162 167 166 2 CM SS TF MS T CW MS ES HM LS 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 PROP. BUILDING FFE=166.15 PROP. BUILDING FFE=165.70 EXISTING FUN TOWN STAGE (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) EXISTING BUILDING (N.A.P) 2 2 2 2 23 08 EROSION CONTROL PLAN REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 9/30/24 JASON S. GELDERT AM/GE LEGOLAND CALIFORNIA DRIVING SCHOOL RELOCATION SDP 2023-0012 08 546-7A GR2024-0003 D D INLET PROTECTION DETAIL SECTION D-D A NOT TO SCALE 5' MIN BAGS SHALL BE BUTTED FIRMLY AGAINST CURB & ADJUSTED AS ORDER OF WORK DICTATES A 12 " SECTION A-A A 3" MIN. OPENING BETWEEN BAGS TOP ROW GRAVEL BAG DETAIL B NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE HARD S U R F A C E PUBL I C R O A D RADIUS=20' 50' M I N 10' MIN. FILTER FABRIC 6" MIN NOT TO SCALE SECTION C-C FIBER FABRIC CORRUGATED STEEL PANELS C C EX I S T I N G P A V E D R O A D W A Y CORRUGATED STEEL PANELS 50' MIN 24' MIN 10 ' M I N 12 " M I N 3" COARSE AGGREGATE CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" ORIGINAL GRADE C EROSION CONTROL NOTES: 1 2 3 SE-4: GRAVEL BAGS PER DETAIL "B" SE-10: STORM DRAIN INLET PROTECTION PER DETAIL "A", THIS SHEET TC-1: STABILIZED CONSTRUCTION ENTRY PER SEE DETAIL "C", THIS SHEET WM-8: CONCRETE WASHOUT4 NFNF f I I ', ' \ \\ \\ \ \ I I I I \ I I \ \ • ... . . I (J I \ ' ' " . ' •. ' ' . . I \ \ \ \ ', '.. \ \ I ~ I I I I I I I I I I CI ,- / ) I I ; I ' ' ..__,,.~· ·. ·, •. ·,., ·, ·, '· .. ··, ·, ,. --- . ' I "' \.I n I \ \ \ _,...,,. ,_ --' - I '--_/ '~,~-, / I I I / J / / / r I ,/ ~ I / ; I I I , I I I I I / -1 ,_ - -r, \ _, -'::--,;_, -· ·~ \ .,.,,,,,,.... "-''· ..... -- ,. ~ \ .,. •. \ " / I / / " I 1 I ""' \ - ~ ! I I r I I I / 1/ "' "'· ""' / I A I ' \ ·, ' ' i I I l I I . ' ; I I I \ I t I , / r I \ I ( / ) I / , I I I I I I 1 ! I I f I I I I I ,' ,' /' . I / I / ' 1 r I I I \ I I I ; I I I + ! I I + I I I I I j I I I I • I I t l I I r ( I ' / I I I / A_ I I I ""' "' I "--._,___ ......___ -- 0 0 0 0 TI 1-- 1 I 10 8 0 10 GRAPHIC SCALE SCALE: 1"= 10' 11 AS BUILT" 20 D CITY OF CARLSBAD D t---+--+-------------+---+---+---+----1 ~-=EN=GI=N=EE=RI=N~G =D=EP~AR=T~ME=N'--'--T----" OTHER APPROVAL Docusign Envelope ID: F99DA143-9D30-4C31-A7FB-2C190AA13A12 9/11/2024