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DWG 547-7A; SDP 2023-0012; LEGOLAND CALIFORNIA PROJECT 2025; 01-09
SHEET NO.DESCRIPTION TITLE SHEET1 2 3 5 6 7 EXISTING TOPOGRAPHY & DEMOLITION PLAN CROSS-SECTIONS PRECISE GRADING PLAN 4 PRECISE GRADING DETAILS PRIVATE STORM DRAIN PLAN DETAIL SHEET8 DETAIL SHEET9 STORM DRAIN REALIGNMENT PLAN & PROFILE 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 9/30/26 JASON S. GELDERT AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 1 TITLE SHEET WD SS 161 IW SD SD SD W SD SD NF NF GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSmUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE Cl TY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSmUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WI THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. 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 CONmOLLED 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 BE CONSTRUCTED 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 SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFCONSTRUCVON MffTTNG SHAil BF Hf/D AT THF SIT[ PRIOR TO THf BfGINNfNG OF WORK ANO $HAIi Bf ATTFNOFD BY All RFPRFSFNTAVVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPFCTS OF THF WORK THE CONmACTOR SHALL REQUEST A PRECONSmUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSmUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPfCVON RFQUFSTS OTHER THAN FOR PRFCONSTRUCVON MffVNG WILL Bf MAO[ BY CAI IING TH[ fNGINffR/NG 24 HOIIR INSPFCVQN RfQllfST I/NF AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSmUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONmACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR mENCHES OR DURING THE PIPE /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THF PLAN VAR/FS FROM TH[ SHORING SYSTFM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMIN!SmA TIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONmACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO mEES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONmOL PLANS. EROSION CONmOL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, 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. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. TBD, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING Pf PE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONmACTOR 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 (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (619)262-1122 CITY OF CARLSBAD(SmEETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONmOLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONmOL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A. 10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE ALL EROSION CONmOL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUil T GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABOR A TORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSmUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" 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 AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ----"-CO"'M"'M""£"'R"'C""IA""L ....,D""E"'V£"'La.e0e...P,,,MF.,,,.N'--'T_R..,,E""S"'O"'U,.,.RC"'E""S'-- ADDRESS: __ _,6=95~~"-0=WN~C-EN'--'T£=R~D~R~IVE=--,,.#~11=0 ___ _ CITY, STATE: COSTA MESA CA 92626 TEL~PHONE:~49) 610-8997 ~,1/4 , BY: ' DATE: 09/16/24 * AARON ALBERTSON R.C.E. N0.: __ ~6~5~51~3 ___________ _ REGISmATION EXPIRATION DATE: __ ~0~9/~3~0~/2=5~--- SOILS ENGINEER'S CERTIFICATE /, GILLIAN C. DEAN , A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF NOVEMBER 9 , 20 22 AND JULY 19 , 20_2L. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ~ ~ • p /1\ _ ~l'-ofESSio,v SIGNED: /Ll JYDm J iSlv'-'j,_NC.o,-.-1("' &cs "If~ * G.E./P.E. NO.: ~G~E~32=5~1 _________ _ S!J NO. GE3251 ~ ~ EXP. 9/30/25 !;] DA TE: 09(18(2024 LICENSE EXP/RATION DA TE: 09/30/2025 OWNER'S CERTIFICATE it Q ~ * J',.,-. ~o e,~ ~ "!1:-Jtc\'o'i>' ~* qc-CALl'O I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STA TE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MU~L PERMIT, LA TEST VERSION. ~c--~ z"-· FLORA LIU, CONSmUCTION MANAGER MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS INC, A DELAWARE COMPANY PROJECT AREA BREAKDOWN TOTAL SITE AREA = 1.953 ACRES (85,156 SF) TOTAL DISTURBED AREA = 1.725 ACRES (75,159 SF) 09/16/24 DATE (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSmUCTION WORKER FOOT mAFFIC, SOIL/GRAVEL PILES, UTILITY mENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = 1,220 ACRFS C5J, 143 SF) TOTAL PROPOSED IMPERVIOUS AREA -1.430 ACRES (62 291 SF) INDEX OF SHEETS VICINITY MAP CITY OF OCEANSIDE HIGHWAY, -78 - IP NOT TO SCALE CITY OF VISTA PROJEC' SITE ABBREVIATIONS BC BACK OF CURB BLDG BUILDING BW BACK OF WALL EX EXISTING FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE FL FLOWLINE GB GRADE BREAK HP HIGH POINT /NV INVERT OF PIPE LP LOW POINT R RIDGE SD STORM DRAIN TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TS TOP OF STEP TW TOP OF WALL PROJECT ADDRESS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 BENCHMARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF CARLSBAD VERTICAL CONmOL MONUMENT DESIGNATION CLSB-053, A 2 1/2 INCH DISC, SET IN THE NORTHWEST CORNER OF VAULT ON THE WEST SIDE OF HIDDEN VALLEY RD. 0.1 MILES SOUTH OF PALOMAR AIRPORT RD. ELEVATION : 82. 744 FEET (NGVD 29) LEGAL DESCRIPTION LOTS 18 AND 19 OF CARLSBAD mACT 94-09, CARLSBAD RANCH UNITS 2 & 3, MAP NO. 13408 PROJECT LOCATION ASSESSOR'S PARCEL NO. 211-100-09 AND 211-100-11 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 250 E 1677 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEYING METHODS FROM INFORMATION GATHERED ON AUGUST 10TH, 2021. REFERENCE DRAWINGS DWG 498-2C-GR2017-0025 LEGOLAND CALIFORNIA REGIONAL BIOFIL TRA TION FACILITY DWG 333-2RA PROJECT NO. CT 94-09-03 DWG 333-2Y EARTHWORK QUANTITIES RAW CUT: 7 202 CY RAW FILL: 1 261 CY IMPORT: n CY EXPORT: :i fl.41 CY REMEDIAL: 3/!.2fl. CY NOTE: OVER-EX CALCULATION IS BASED OFF OF RECOMMENDATIONS IN THE SOILS REPORT. LIMITS AND DEPTH OF OVER-EX TO BE CONFIRMED BY SOILS ENGINEER REPRESENTATIVE IN THE FIELD. THESE ARE ENGINEERING EST/MA TES ONLY AND THE CONmACTOR IS REQUIRED TO PERFORM THEIR OWN TAKE-OFFS FOR EARTHWORK. ABANDONMENT NOTES PACIFIC OCEAN CITY OF ENCINITAS ARCHITECT HHCP LILIAN SHERRARD ASSOC/A TE A/A, NCARB, LEAD AP TEL: 407.644.2656 EMAIL: LSHERRARD@-IHCP. COM SOIL ENGINEER NOVA SERVICES 4373 VIEWRIDGE A VENUE, SUITE B SAN DIEGO, CA 92123 CONTACT: TOM CANADY PRINCIPAL ENGINEER TEL: (858) 292-7575 EMAIL: TCANADYOOSA-NOVA.COM OWNER/DEVELOPER MERLIN ENTERTAINMENTS GROUP U.S. HOLDINGS, A DELAWARE CORPORATION 1 LEGOLAND DRIVE CARLSBAD, CA 92008 CONTACT: FLORA LIU SENIOR DIRECTOR TEL: (760) 681-8652 EMAIL: FLORA.L/U@lEGOLAND.COM CIYIL ENGINEER /SURVEY COMMERCIAL DEVELOPMENT RESOURCES 695 TOWN CENTER DRIVE, SUITE 110 COSTA MESA, CA 92626 CONTACT: AARON ALBERTSON PRINCIPAL TEL: (949) 610-8997 EMAIL: AALBERTSONOCDRWEST. COM LANDSCAPE ARCHITECT R. W. APEL LANDSCAPE ARCHITECTS 5 71-B HYGEIA A VENUE ENCINITAS, CA 92024 CONTACT: TEL: EMAIL: RICHARD APEL (760) 943-0760 RWAPEL2@COX.NET PRIVATE UTILITY NOTE: WATER, RW AND SEWER SHOWN IS PR/VA TE AND SHOWN FOR REFERENCE ONLY. THESE PR/VA TE UTILITIES WILL BE REVIEWED, APPROVED AND CONSmUCTED UNDER SEPARATE PLAN AND PERMIT SUBMITTAL. - PART/ALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE Tl-IE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESmlCTION AND EROSION AND SEDIMENT CONmOL MEASURES TO THE SA TISFACT/ON OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONmOL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSmUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7505 DA TED 01/17/2024 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSmUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY NOVA SERVICES. INC. GILLIAN CARZZARELLA DEAN DATED 08(09(2023 AND LETTERS DATED 07/19/2024 AND RESPONSE TO COMMENTS DATED 07/22/2024 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: NIA 9. ENVIRONMENTAL APPROVAL DOCUMENTS: EXEMPT 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CAL-STORM COMPLIANCE, INC. DATED 07/19/2024 WDID NO. 9 37C404779 11. STORM WATER MANAGEMENT PLAN PREPARED BY REC CONSULTANTS. INC. DATED 06/30/2018 AND REVISED 11/08/2023 (ADDENDUM N0.5) SWMP NO. SDP/5-26 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSmUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION EXISTING CONTOUR PROPOSED CONTOUR SHEET SHEET 2 SHEET 3 4" CONCRETE PAVEMENT SHEET 3 3" AC/7" AB ASPHALT PAVEMENT SHEET 3 4" AC/10" AB ASPHALT PAVEMENT SHEET 3 CONCRETE HARDSCAPE PER SEPARATE LANDSCAPE PLAN LANDSCAPING PER SEPARATE LANDSCAPE PLAN GRAVEL AC SLURRY SEAL CONCRETE PA VERS 6" HOPE PR/VA TE STORM DRAIN 8" HOPE PR/VA TE STORM DRAIN 12" HOPE PR/VA TE STORM DRAIN 24" HOPE PR/VA TE STORM DRAIN 4" PERFORATED PVC SUBDRAIN 6" CONCRETE CURB 8" CONCRETE CURB o• CONCRETE BAND PROPOSED 12" A TR/UM LANDSCAPE DRAIN PROPOSED 12" HARDSCAPE DRAIN PROPOSED 36" HARDSCAPE DRAIN WITH LADDER ACCESS PROPOSED CONCRETE ENCASEMENT SHEET 3 SHEET 3 SHEET 2 SHEET 6 SHEET 6 SHEET 6 SHEET 7 SHEET 6 SHEET 3 SHEET 3 SHEET 3 SHEET 6 SHEET 6 SHEET 6 SHEET 6 PROJECT SITE AREA (LIMITS OF WORK) SEE PLAN PROPOSED GRADING LIMITS PROPOSED SWALE EXISTING RETAINING WALL EXISTING STORM DRAIN EXISTING WATER LINE EXISTING /RR/GA TION WATER LINE EXISTING WASHDOWN WATER LINE EXISTING SEWER LINE EXISTING MANHOLE EXISTING UTILITY BOX EXISTING mEE SHEET 3 SHEET 3, DETAIL 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 DWG SXMBQL -----<@)>---- I ': :. ;': ,; , ) '-J I I I · I I • • • • • • I ; ,. ,. ... ,. ... ,. r. /: /. < ._,: <.</:<."·I _. '< / ..• /, .• /._ r·. / . / ' < /. / . 7_ /. /. <.1 -·,·/_ --,-✓. --,-✓. 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 11 SDRSD G-01* ■ 0 SDRSD SP-03 V /YI /Q/ ffH /ff/ ff// /.,W I ----0-----0---- 0 l 0 *AS MODIFIED BY CITY STANDARDS 11 AS BUIL T 11 QUANTITY 11,714 SF 6,062 SF 394 SF 587 LF 317 LF 309 LF 308 LF 868 LF 429 LF 711 LF 335 LF 10 EA 9 EA 3 EA 1,879 LF 2) PERMANENTLY STABILIZE FLAT AREAS (5:5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. 3) RESmlCT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) S/GNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND mESPASS/NG ARE PROHIBITED. 5) mESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STA TING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE FIRE PREVENTION ORD/NATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. POST-CONSTRUCTION BMP TABLE STORMWA TER REQUIREMENTS THAT APPLY: □ STANDARD STORM WATER REQUIREMENTS cg] PRIORITY PROJECT REQUIREMENTS EXEMPT FROM mASH CAPTURE? □ YES cg] NO TYPE mASH CAPTURE BIOFIL mA TION DESCRIPTION mASH SCREEN OWNERSHIP LEGOLAND CALIFORNIA LLC REGIONAL LE GOLA ND BIOFIL mA TION BASIN CALIFORNIA LLC MAINTENANCE AGREEMENT YES YES EXEMPT FROM HYDROMOD/FICA TION? □ YES cg] NO SHEET NO. DWG 333-2Y DWG 333-2H DWG 498-2C MAINTENANCE FREQUENCY r-OT-H-ER_A_P~PR_O_V_AL--+--~-----1 I -I Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024 1 END BEGIN EX. WALL EX. WALL EX. WALL WALL & SEAT EX. WALL & SEAT EX. WALL EX. WALL EX. BUILDING EX. SDMH EX. WALL EX.24" STORM DRAIN EX. STORM DRAIN EX. SEWER LINE EX. ELECTRIC LINE ELECTRIC LINE BEGIN END EX. STORM DRAIN EX. WASHDOWN WATER LINE EX. BUILDING EX. CURB/ADARAMP EX. FIRE HYDRANT SAWCUT LINE GAS LINE EX. BACKFLOW PREVENTER STAIRS STORM DRAIN LINE STAIRS EX. BUILDING EX. CONCRETE BROW DITCHEX. FH ET STANDPIPE END BEGIN EX. CURB & GUTTER BEGIN EX. PAVERS EX. SSMH ELECT LINE GAS LINE 8" WATER MAIN EX. SEWER MAIN EX. PAVERS EX. STORM DRAIN EX. IRRIGATION VALVES EX. STORM DRAIN EX. PATIO & OVERHEAD STRUCTURE END BEGIN EX. SDMH LIGHT WATER LINE EX. WATER LINE SEWER LINE EX. RW LINE LIMITS OF DEMOLITION END BEGIN END BEGIN END END END ENDEND END BEGIN END BEGIN END END ENDBEGIN BEGIN END END END END END END END END BEGIN BEGIN END END BEGIN END END END BEGIN BEGIN END END BEGIN END END EX. BUILDING LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITIONLIMITS OF DEMOLITION LIMITS OF DEMOLITIONLIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION LIMITS OF DEMOLITION EX. AC PAVEMENT CURB CURB CURB EX. AC PAVEMENT SAWCUT LINE EX. AC PAVEMENT SAWCUT LINE CONC. BAND CONC. BAND SAWCUTLINE SAWCUT LINE SAWCUT LINE BEGIN END EX. CONCRETE BROW DITCH END EX. CONCRETE BROW DITCH EX.WALL EX. WALL EX. WALL & SEAT CURB LIMITS OF DEMOLITION END BEGIN BEGIN END 11 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 22 22 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 33 3 3 3 3 33 3 3 9 9 9 9 9 9 9 9 9 9 3 3 3 3 3 3 3 3 3 3 3 3 2 11 11 11 11 6 66 2 2 2 2 2 2 2 2 2 2 22 6 6 6 6 5 5 4 4 4 4 11 11 11 6 6 6 6 6 6 6 6 6 6 4 4 12 12 7 7 7 7 7777 7 7 7 14 13 7 3 2 2 2 15 15 2 2 2 26 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 166 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 13 13 7 6 7 16 6 6 613 7 7 6 6 6 7 7 13 6 6 6 6 17 17 17 17 17 6 6 7 13 6 6 6 6 13 5 5 5 5 5 1 4 1 1 1 1 1 1 1 13 1 16 27 1 27 27 1 27 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 19 6 6 6 13 13 13 13 13 13 13 13 13 11 11 11 11 11 11 11 11 11 11 11 11 11 23 23 1 1 6 6 6 6 20 16 2 2 16 21 27 16 1 1 11 1 1 5 5 5 12 12 12 12 5 5 1 1 6 6 6 6 6 1 25 1 1 2 2 23 1 111 1 4 4 1 22 1 1 1 1 1 1 1 10 10 10 11 1 4 4 1 1 24 2 2 1 28 1 16 1 1 29 2929 29 29 29 29 2929 29 29 29 29 29 29 29 29 29 29 29 16 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 29 2929 29 29 29 29 29 23 23 30 30 30 30 30 30 30 30 30 31313131 31 31 28 28 28 28 28 28 2828 28 28 28 28 28 28 28 28 30 28 1 6 8 32 32 32 1 11 11 1 1 1 1 11 1 3 1 1 2 16 2 2 3 3 3 3 1 22 1 1 1 1 27 4 4 11 29 6 6 6 6 6 6 6 16 16 6 6 13 2 12 12 17 17 6 10 10 10 PR I V A T E A C C E S S R O A D END28 28 28 BEG.28 DEMOLITION NOTES: 1 PROTECT IN PLACE ITEM NOTED REMOVE EXISTING CONCRETE CURB REMOVE EXISTING 4" AC/12" AB ASPHALT CONCRETE PAVEMENT. EXISTING PAVEMENT SECTION TO BE VERIFIED IN FIELD. REMOVE EXISTING WALL REMOVE EXISTING FENCE REMOVE EXISTING SITE LIGHT AND RETURN FIXTURE TO OWNER REMOVE EXISTING SPEAKER REMOVE EXISTING SIGN AND RETURN FIXTURE TO OWNER REMOVE EXISTING DECORATIVE PAVERS SAWCUT EXISTING A.C. PAVEMENT REMOVE EXISTING CONCRETE HARDSCAPE REMOVE EXISTING METAL RAILING AND RETURN TO OWNER REMOVE EXISTING ELECTRICAL BOX REMOVE EXISTING ELECTRICAL PANEL REMOVE EXISTING BUILDING REMOVE EXISTING STORM DRAIN INLET REMOVE EXISTING CHARGING STATION REMOVE EXISTING BUILDING COLUMN REMOVE EXISTING SEWER CLEANOUT REMOVE EXISTING PUMP REMOVE EXISTING KIOSK AND RETURN TO OWNER REMOVE AND REPLACE EXISTING CURB & GUTTER ABANDON EXISTING SEWER. CAP END. REMOVE EXISTING STAIRS REMOVE HARDSCAPE/CURB AS NEED FOR THEMING ELEMENT REMOVE EXISTING LANDSCAPE ABANDON EXISTING CMP STORM DRAIN. FILL IN WITH SLURRY (CLSM) . REMOVE EXISTING DOMESTIC WATER LINE. CAP END & ADD THRUST BLOCK AT DEAD END. REMOVE EXISTING STORM DRAIN LINE REMOVE EXISTING IRRIGATION WATER LINE. CAP END & ADD THRUST BLOCK AT DEAD END. REMOVE EXISTING ELECTRICAL LINE COORDINATE TRENCHING & REPLACEMENT OF EXISTING CANOPY & HARDSCAPE DURING STORM DRAIN INSTALLATION. SEE SHEET C-7. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 CONTRACTOR NOTES: 17 18 19 20 21 22 23 24 25 26 27 1. REFER TO LANDSCAPE DEMOLITION IMPROVEMENT PLAN PREPARED BY R.W. APEL LANDSCAPE ARCHITECTS 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. GENERAL NOTE: ALL EXISTING LEGO MODELS TO BE RETURNED TO OWNER 28 29 30 31 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 AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 2 TOPOGRAPHIC SURVEY & DEMOLITION PLAN 32 PRIVATE UTILITY NOTE: WATER, RW AND SEWER SHOWN IS PRIVATE AND SHOWN FOR REFERENCE ONLY. THESE PRIVATE UTILITIES WILL BE REVIEWED, APPROVED AND CONSTRUCTED UNDER SEPARATE PLAN AND PERMIT SUBMITTAL. 9/30/26 JASON S. GELDERT NF NF 7 I I I I -SD I I I I \ ~ \ \ 0'\ I ~ ~ c; a < " ~ " < r :,; \ • " " < i~ rs\ D ,_-/ ,_~ / ~ < 'O, c; \ \ 'O, c;~ - '°' \ '°' • I I . < /· I -=~;~n . ~· 1:''' ~ r... "' '°' \ 7 E>t '°' \ 1 ,,o .• 0 0 (! I '/ f f D OTHER APPROVAL 20 20 GRAPHIC SCALE_ SCALE: 1" = 20 "AS BUILT" OF CARLSBAD CITY ERING DEPARTMENT ENGINE 40 D Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024 EX LANDSCAPING (N.A.P.) EX LANDSCAPING (N.A.P.) EX LANDSCAPING (N.A.P.) 162.75FF 162.33PAD 163.35FF 163.03PAD 162.75FF-1ST FLOOR 156.92FF-BASEMENT 153.92PAD 163.00FF 162.58PAD EX BUILDING (159.04FF) 163 162 163164163162 166 165 164 163 162 16 1 162 163 164 160 160 161 162 162 162160 160 160 162161 162 159 1 6 0 163 162 163 16 1 162 162.00FF 161.33PAD 163.20FF 162.78PAD 16 3 163 EX. BUILDING TO REMAIN (±166.30FF) EX. BUILDING TO REMAIN 16 2 1. 3 % 2.0% 1.9% 1. 5 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2.0% 1. 0 % 1.2%1.2% 2: 1 MA X 1.2% 2: 1 MA X 2: 1 MA X 1.0%1.0%2.1% 1.5 % 1. 0 % 1. 8 % 1.3% 1.8% 1. 8 % 1.5% 1.7 % 1.1% 1.0% 1.8 % 1 . 0 % 1.0% 1 . 8 % 1.2% 1.2% 2.0% 6.9 % 1.8 % 167 166165 163 165 166 16 2 EX WALL TO REMAIN 0.5%1.5% EX STEPS TO REMAIN PROP. RAILING. SEE LANDSCPAE PLANS FOR DETAILS EX SEAT WALL TO REMAIN EX STEPS TO REMAIN EX SEAT WALL TO REMAIN 162.93FS CONSTRUCT 18"-WIDE VEGETATED SWALE PER DETAIL 3, SHEET C-8 CONSTRUCT 18"-WIDE VEGETATED SWALE PER DETAIL 3, SHEET C-8 PROP. INTERIOR BASEMENT WALL PER SEPARATE PLAN PREPARED BY HHCP 1. 0 % 1. 8 % 2.0 % 2.0% 1.8% 2.0 % 2.0 % RIDG E RID G E RID G E 2: 1 MA X 2: 1 MA X 2: 1 MA X 162 ( 2 4 % ) (3 4 % ) STEM WALL PER SEPARATE PLAN AND PERMIT PREPARED BY R.L. PLOWFIELD 163.01FS 162.68FG 163.01FS 162.68FG MATCH (163.10FS) MATCH (163.13FS) 163.07 FS 162.85 TG 163.18FS DOOR 162.85 FG 163.17 FS MATCH (163.23FS) MATCH (163.18FS) 163.08 FS 162.75 TG MATCH (162.94FS) MATCH (163.17FS) MATCH (163.20FS) MATCH (165.70TC) (165.37FS) 163.72TC 163.39FS 163.20 FS-R 163.56TC 163.23FS163.65TC 163.32FS (164.70TW) 163.11FS 165.34TC 156.01FS-GB 165.10 FS-GB (164.70TW) (163.04FS) 165.47TC (165.14FS) (165.10TS) (162.99BS) MATCH (162.99FS) 162.86 FS 162.86 FS MATCH (163.11FS) 164.59TC 164.26FS 165.54TC (165.21FS) 162.92 FS 162.84 FS 162.51 TG 163.20FS 162.87FG 163.20FS 162.87FG 163.20FS 162.87FG 162.98FS DOOR 163.20FS 163.45STEM 162.98FS DOOR 162.70 FS 162.67 FS 162.73FS DOOR 162.52 FS 162.73FS DOOR 162.75 FS 162.50 FS 162.91 FG 163.20FS 162.87FG 162.72 FS 162.65 TG 162.70 FS 162.48 RIM 162.39 FS 162.30 TG 162.52 FS 162.35 TG MATCH (162.84FS) MATCH (162.73FS) MATCH (163.02FS)(164.56TW) 163.00FS (164.57TW) 162.98FS 162.37 FS 163.80TC 163.80FS-E 162.30FS-W EXT.CURB 163.80TC 163.90FS-E 162.30FS-W EXT.CURB 162.63TC 162.30FS-BC 162.15 FS 162.01 TG 162.45 FS 162.69TC 162.36FS 162.85TC 162.52FS-R 162.93TC 162.60FS MATCH (162.66FS) 163.75TC-FS 162.42FG EXT.CURB MATCH (163.83FS) MATCH (163.83FS) MATCH (163.83FS)MATCH (162.30FS) (163.91TW-FS) (162.40FS) MATCH (162.79TC) MATCH (162.65FS) 162.57 FS 162.44 FS MATCH (162.63FS) MATCH (162.75FS) 164.11FS 162.80FS MATCH (162.70FS) (162.90) FS MATCH (162.37FS) 164.11FS 162.56FS MATCH (162.48FS) 164.11FS 162.49FS 164.44 FS-HP 164.11FS 162.86FS MATCH (162.31FS)MATCH (162.76FS)MATCH (162.66FS) 162.30 FS (162.37) FS MATCH (162.29FS)162.91TC (162.58FS) (161.42) FS 161.83TC (161.50FS) 162.38TC (162.05FS) MATCH (162.18FS) MATCH (162.43FS) (162.24) FS (162.21) FS (162.42) FS (163.35) FS (164.98) FS (165.31) FS 165.95TC (165.62FS)166.00TC (165.67FS) 166.18TC (165.85FS) 166.00TC (165.67FS) 166.27TC (165.94FS) 166.54TC (166.21FS) 166.31TC (165.98FS) 166.33TC (166.00FS) 160.23TC (159.86FS) 160.52TC (160.19FS) MATCH (162.80FG)161.92 FL-HP MATCH (163.75FG) 162.44TC-FS 162.19FG 162.93FS 162.60FS 162.93FS 162.60FS 162.73FS DOOR 162.60FS 0"CF 162.65 FS 162.44TC-FS 162.19FG162.10FS 0"CF 162.20 FS MATCH (164.34FG)MATCH (162.98FG) 161.62FS 0"CF 161.77 FS 161.31TC-FS 161.06FG 161.48FS DOOR 161.62TC 161.12FS 161.12FG 158.92 TG (159.04FS) EX DOOR 159.50TC 159.00FS (159.12TC) (158.62FS) 160.80TS 159.72BS (2)6.5"RISERS (159.62TC) (159.12FS) 161.29TC 160.79FS 160.48FG 161.27TC 160.77TG 161.82TC 160.83FS 161.82TC 161.00FS 161.11 FS 161.48TC 160.98FS 160.98FG (158.43TC) (158.05FS) 162.56 FS 162.10 TG 162.75 FS 162.93FS 162.60FS 162.93FS 162.60FS 160.17 FL 159.39 FL 159.05 FL 161.07 FL 1 6 1 161 161 161 161 EXISTING RETAINING WALL FOOTING TO BE POTHOLED AND VERIFIED PRIOR TO CONSTRUCTION. IF 6" MINIMUM COVER FROM FS TO TF IS NOT MAINTAINED, PORTION OF FOOTING AND/OR WALL SHALL BE RECONSTRUCTED TO MEET MIN. REQUIREMENT PER SDRSD C-1 (TYP.) EX. BUILDING LIMITS OF GRADING LIMITS OF GRADING EXISTING RETAINING WALL FOOTING TO BE POTHOLED AND VERIFIED PRIOR TO CONSTRUCTION. IF 6" MINIMUM COVER FROM FS TO TF IS NOT MAINTAINED, PORTION OF FOOTING AND/OR WALL SHALL BE RECONSTRUCTED TO MEET MIN. REQUIREMENT PER SDRSD C-1(TYP.) PROP. BUILDING FOOTING PER SEPARATE PLAN PREPARED BY R.L. PLOWFIELD PROP. BUILDING FOOTING PER SEPARATE PLAN PREPARED BY R.L. PLOWFIELD SEE DETAIL "B" SHEET C-004 FOR ELEVATIONS 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. AN ARCHEOLOGIST AND NATIVE AMERICAN REPRESENTATIVE MONITOR WILL BE REQUIRED AT THE TIME OF GRADING IF THE PROJECT REQUIRES EXCAVATION BEYOND EXISTING FILL. 5. REFER TO LANDSCAPE PLANS FOR HARDSCAPE IMPROVEMENTS 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 AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 3 PRECISE GRADING PLAN SEE DETAIL "A" SHEET C-004 FOR ELEVATIONS CROSS-SECTION NOTES: 1. SEE SHEET C-5 FOR SITE CROSS-SECTIONS. SEE LANDSCAPE PLAN FOR HARDSCAPE IMPROVEMENTS CURB CUT EXISTING FINISHED SURFACE FINISHED GRADE FINISHED FLOOR FIRE WATER INVERT OF PIPE TOP OF FOOTING BOTTOM OF FOOTING TOP OF CURB TOP OF GRATE TOP OF WALL FLOWLINE HIGH POINT ABBREVIATIONS: TOP OF STEP BOTTOM OF WALL BUILDING STORM DRAIN SANITARY SEWER SAN DIEGO STANDARD REGIONAL DRAWINGS UTILITY PUBLIC UTILITY EASEMENT EXISTING GRADE MANHOLE TOP OF STAIRS TS BW BLDG SD SS SDRSD UTIL PUE EG MH TOS CC EX FS FG FF FW INV TF BF TC TG TW FL HP BC- 0 5 CC- 0 5 A C-05 BC- 0 5 CC- 0 5 D C-05 E C-0 5 E C-0 5 F C-0 5 F C-0 5 D C-05 A C-05 PRIVATE UTILITY NOTE: WATER, RW AND SEWER SHOWN IS PRIVATE AND SHOWN FOR REFERENCE ONLY. THESE PRIVATE UTILITIES WILL BE REVIEWED, APPROVED AND CONSTRUCTED UNDER SEPARATE PLAN AND PERMIT SUBMITTAL. 9/30/26 JASON S. GELDERT NFNF 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 O~'i ,-...__;---- "--- -......._ I ~ I I I I I I • • rrr / I I I ' ii I I '" ;~:~\ ,t~~ J",~L 1"" / / __/ ,. ~-'"" ,. /;t,:: / / £:~ , R\; Rr < w 1 I i / \ \ I I I \ I ' I I 20 20 GRAPHIC SCALE SCALE: 1"= 20' 11 AS BUILT" 40 , D CITY OF CARLSBAD D t====~====f=============================±====i====t====f===~ ~=~~=::'E:"N"'GI~N=:E:=ER=:I:=N==::::GD:::::E:::::P:::::AR:::::T:::::M=EN=T==="----===-- E=f=l=============t==f=f=3==l~======= OTHER APPROVAL Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024 163.35FF 163.03PAD 162.00FF 161.33PAD RIDGE RI D G E 4.9% 4.8% 1. 8 % 1. 7 % 0.5% G B 3.0% 2. 0 % 1. 8 % 2.7% 0. 6 % 1. 5 % 1.8% GB 1.1%4.7% 1.4%1.6% 4.0% 1. 3 % 1. 7 % 1. 8 % 1.3% 1.8% 1. 3 % 1. 7 % 1. 3 % 2.0% 1. 7 % 1. 5 % 161.82FS 163.01FS EXTENDED CURB PER DETAIL 5, SHEET C-8 EX SDCB TO REMAIN 4.7% 1.2%1.0 % 2: 1 MA X 1.5% (1. 1 % ) 2.0% 2.0% 2.0% 2.0% 1. 9 % 167 166 165 163 165 166 16 2 2: 1 M A X 2:1 MAX 161.77FS EXTENDED CURB PER DETAIL 5, SHEET C-8 162.75FF-1ST FLOOR 156.92FF-BASEMENT 153.92PAD STEM WALL PER SEPARATE PLAN AND PERMIT PREPARED BY R.L. PLOWFIELD MATCH (165.22FS) (164.62TW) (163.14FS) 163.01FS 162.68FG 163.01FS 162.68FG (164.62TW) 164.11TC (163.44FS) 163.34FS 163.01FG 161.95 FS 163.33FS DOOR 163.37 FS 163.36FS 163.03FG 162.63 TG 163.04FS 162.71FG (164.62TW) (163.15FS) (164.91) FS 162.72 FG 161.85 TG 161.98FS DOOR 161.96TC 0"CF 162.00FF 161.98FS 162.17TC 161.67FS 162.21TC 161.71FS-GB 161.93 FS-R 161.82 TC-FS 162.19TC 161.69TG 162.25TC 161.75FS 161.82 TC-FS 161.74 FS 161.43 FS 161.82TC 161.41FS 161.85TC 161.35FS 160.75FG EXT.CURB 161.82TC 161.26FS 161.61TC 161.11TG 160.52FG EXT.CURB 161.55TC 161.05FS 160.41FG BEG EXT. CURB MATCH (160.30TC) (159.80FS) (160.54TC) (160.04FS) MATCH (161.28TC) (160.78FS) MATCH (161.52TC) (161.02FS) MATCH (161.54TC) (161.52FS)MATCH (161.03TC) (160.26FL) 161.53TC 161.03FL MATCH (161.83FS) MATCH (162.19TC) (161.71FL) MATCH (162.89TC) (162.50FS) MATCH (162.47FS) 161.71TC 161.21FS 161.82TC 161.37FS 161.64 RIM 166.71TC (166.21FS) 163.22TC 162.55FS(163.95TW) (163.31FG) 161.73 TC-FS 162.23TC 161.73FS 162.24TC 161.74FS END EXT. CURB 162.24 FG-GB 162.92FG 162.90FL-HP 162.92TC 161.92FS EXT.CURB 162.84 TG 163.22FG 163.20FL-HP 163.85 FG (167.51TW) 166.21FG 163.88TC 163.21FS BEG EXT. CURB 162.90TC 161.90FS EXT.CURB 162.22 TG 162.91 FG-GB 162.90FG 162.88FL-GB 166.64TC (166.14FS) (166.02) FS (167.42TW) (166.11FS) 161.52 FG 161.77FS 161.44FG 162.16TC 161.66FS END EXT. CURB PROJECT SITE LIMITS PROJECT SITE LIMITS EXISTING RETAINING WALL TO REMAIN PROP. LIMITS OF GRADING PR I V A T E A C C E S S R O A D PROP. LIMITS OF GRADING PROP. BUILDING FOOTING PER SEPARATED PLAN PREPARED BY R.L. PLOWFIELD SWALE PER DETAIL 2, SHEET C-8 162 162 162 16 3 162 16 1 1 6 2 PROP. KIOSK 162.70FF RIDGE RID G E 1 . 6 % 1.2% 1. 2 % 1.7 % 1.8 % 1 . 0 % 1.0% 1.5% 1.3% 1.0 % 2. 0 % 2.0 % 1. 6 % 1.5% 1.0 % 2.1% 1 . 0 % 3. 4 % 1. 7 % 1.5% 1.0% 1.3% 1.8% 1.5% 1.5% 1.5% 1. 6 % 1.8 % 1.4% 1.4% 1.5%1.0% (35%) 162.75FF 162.33PAD 162.73FS DOOR 162.60 FS-R 162.50 FS 162.63 FS 162.41 FS 162.29 TG 162.36 FS 162.71TC 162.38FS 162.52 FS-R 162.34FS 0"CF162.68 FS-R 162.24FS 0"CF 162.68 FS-HP 162.46FS 0"CF 162.40FS 0"CF 161.17TC (160.84FS) 160.53TC (160.20FS)162.98TC 162.65FS 162.70FS DOOR 162.93TC 162.60FS 162.16FL 12"-WIDE CC 162.12 TG 162.71TC 162.38FS 161.88 FG-HP (159.35TC) (159.18FS) 161.21 TG 161.36 FL-GB 162.33 FS 162.33 FS 162.33 FS 162.41 FS 162.41 FS 162.41 FS 162.73FS DOOR 162.73FS DOOR 162.41 FS162.64 FS 162.60 TC-FS 162.37 FS 162.33 FS 161.43 FL 162.33 FS 161.99 TG 162.03FL 12"-WIDE CC 162.33 FS 162.17 FL-HP 162.30 TG MATCH (163.00FG) LIMITS OF GRADING PROJECT SITE LIMIT PROJECT SITE LIMIT REFER TO LANDSCAPE PLANS FOR HARDSCAPE IMPROVEMENTS LIMITS OF GRADINGPROP. BUILDING FOOTING PER SEPARATE PLAN PREPARED BY R.L. PLOWFIELD STEM WALL PER SEPARATE PLAN AND PERMIT PREPARED BY R.L. PLOWFIELD SWALE PER DETAIL 2, SHEET C-8 GENERAL GRADING NOTES: 1. SEE SEPARATE PLAN AND PERMIT FOR BASEMENT WALLS. 2. AN ARCHEOLOGIST AND NATIVE AMERICAN REPRESENTATIVE MONITOR WILL BE REQUIRED AT THE TIME OF GRADING IF THE PROJECT REQUIRES EXCAVATION BEYOND EXISTING FILL. 3. REFER TO LANDSCAPE PLANS FOR HARDSCAPE IMPROVEMENTS DETAIL A: BACK OF BUILDING AREA (NORTHWEST) SCALE 1"=10' DETAIL B: QUEUE LINE (SOUTHEAST) SCALE 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 AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 4 PRECISE GRADING DETAILS 1. WHERE GRADING IS TAKING PLACE ADJACENT TO EXISTING RETAINING WALLS, THE EXISTING FOOTING DEPTH IS TO BE POTHOLED AND FIELD VERIFIED PRIOR TO CONSTRUCTION. IF 6" MINIMUM COVER FROM FG TO TF IS NOT MAINTAINED, PORTION OF FOOTING AND/OR WALL SHALL BE RECONSTRUCTED TO MEET MIN. REQUIREMENT PER SDRSD C-3 (TYP.) EXISTING RETAINING WALL NOTE CURB CUT EXISTING FINISHED SURFACE FINISHED GRADE FINISHED FLOOR FIRE WATER INVERT OF PIPE TOP OF FOOTING BOTTOM OF FOOTING TOP OF CURB TOP OF GRATE TOP OF WALL FLOWLINE HIGH POINT ABBREVIATIONS: TOP OF STEP BOTTOM OF WALL BUILDING STORM DRAIN SANITARY SEWER SAN DIEGO STANDARD REGIONAL DRAWINGS UTILITY PUBLIC UTILITY EASEMENT EXISTING GRADE MANHOLE TOP OF STAIRS TS BW BLDG SD SS SDRSD UTIL PUE EG MH TOS CC EX FS FG FF FW INV TF BF TC TG TW FL HP PRIVATE UTILITY NOTE: WATER, RW AND SEWER SHOWN IS PRIVATE AND SHOWN FOR REFERENCE ONLY. 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' ,_ , , , ~ ' _, '< " ·, ' , , ' , , ' ~ ._:J8l, ' ' ;_ A ' ,~ - ' ~ - [1 ! 1 ] '\ I ' ' '. ' . "I - ' . ' _, ' - _..,, ' ' ' ' _.- - ' O · ' ~ ', '- O ~ o , ~-~ lR ~ ~ " /; ./ ~ '- c r : a - ) I,, o I~ ,, - ~~ = 2 ~ """ ' / ~ Cz_ ' ) E ;~ ~ 7 '- ,_ , ·.,... . , .: ~ ' M < ' '- '- ;(, _ ' "O ... ' '- : , ; i ' ,' , , ~· , l s V • ➔ ➔ ➔ ➔ ➔ 13 _ .. ' ' ' ' ' ) 17 ' ~ .' ' : , ' ' ~ ~ -' l ' - - : : - r " ' I , - - t ➔ ➔ ' • - - ➔ ➔ ➔ - - • ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ 7 7 ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ .! . - ➔ l' . . . . . = - . , _ _ J ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ➔ ~- - - - - - ~ - - - ➔ ➔ • ➔ ➔ - ➔ ➔ ➔ ➔ • - - - -- ➔-- --- ➔ - ~ ~ "' f- - _ J 1- - 1 =: J P'. : i (/ ) < [ "' 'l l ; : s: f 5 0 i - - - - 0 N 0 ~ 0 ~ '< I . .. : i ~ so:: u II V'.l : u - ~ ,, ll . , ~ so : : ~ ~ V'. l □ ~ (: I : ! !z [/ ] W ,. . . . : : i ~ ~ ~ ~ 8:i u " ' l'. l ~~ 0 l: j z >,-< G E- , r5 1- - 1 u □ ~ I I I I I I I I I I I I I I~ ,~ E E R ~" \ , o N /j ' ; , y "~ - Q ) "> 1 CIJ -. I 1 , 1 " ) ' fl ) < ( CD tD ~ • d ., 0 ~ Z fk .. 1< ~ ., o" "'.> . , •v :.? . ; s = ~ , "- . - . - - • w ~ .. ~ ~~ J .i 2: " " Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024 PR I V A T E A C C E S S R O A D PR I V A T E A C C E S S R O A D BC- 5 CC- 5 A C-5 BC- 5 CC- 5 D C-5 E C-5 E C-5 F C-5 F C-5 HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' 1 1 PROP. BLDG 1ST FLOOR 162.75 FF 162.33 PAD 211.6'61.6'27.3'87.8'3.6' PROPOSED SIDEWALK PROPOSED QUEUE LINE AREA 11.6'17.0' PROP. SIDEWALK 5. 8 3 ' 12.4' PROP. LS EXISTING DRIVE AISLE (N.A.P) REMOVE EX. STRUCTUREEX. JUNCTION #1RIM: 162.5324" INV. IN: 148.70 () 24" INV. OUT: 148.92 191.77 LF OF 24" CMP @ 2.35%TO BE ABANDONED IN PLACE AND SLURRY FILL. 38.31 LF OF 24" CMP @ 2.92% EX-CB-2RIM: 160.6324" INV. IN: 143.30 (PROP JUNCTION #2)24" INV. OUT: 143.30 PROP. BUILDING BASEMENT LEVEL 156.92 FF 153.92PAD 5.0' 5.0'1.1' 8.4' 1 1 2. 0 ' 2. 0 ' 2' 1 1 2' 1. 0 ' 1. 0 ' 2. 0 ' 5. 0 ' 1 1 EX. GRADE EX. GRADE(160.52TC) (160.02FS) 161.59FS 162.53 FS 162.18 FS 162.70 FS162.68TC162.35FS 162.70 FS 161.00 FS MATCH (160.27FG) LIMIT OF OVER-EX LIMIT OFOVER-EX PROP. DOMESTIC WATER LINE PROP. WASHDOWN LINE4" PERFORATED SUBDRAIN 4" PERFORATED SUBDRAIN 152.07INV PROP. 12" SD LINE 161.81TC 161.31FS 160.71FG LIMIT OF OVER-EX 162.21 FS EX. GRADE 161.82TC161.41FS161.82TC 161.41FS LIMIT OFOVER-EX TEMPORARY 3' MAX CONSTRUCTION SLOPE PROP. FIRE LINES PROP. EXTENDED CURB PER DETAIL 5, SHEET C-8 VERT. SCALE: 1"=10' PROP. BUILDING BASEMENT LEVEL 156.92 FF 153.92PAD 116.0'11.2'8.0'18.4'0.5' 5.0'9.0'5.0'4.5' 1 1 1 1 1. 0 ' 162.79 FG EX CMP 24" SD TO BE ABANDONED(147.05INV) 162.00FS 159.12FL 162.00 FG-GB MATCH (163.00FG) LIMITS OF GRADING LIMIT OF OVER-EX EX. GRADE EX. GRADE (165.44TW)EX RETAINING WALL SHOWN FOR REFERENCE ONLY 4" PERFORATED SUBDRAIN 2.0% 4" PERFORATED SUBDRAIN 1.0% 163.10 FS 156.02INV PROP. 8" SD LINE 161.83 FG-GB 161.84 FS TEMP. 3' MAX. CONSTRUCTION SLOPE 159.02INV PROP.12" SD LINE (±162.13INV)EX SUBDRAIN MATCH (163.16FS) TEMP. 3' MAX. CONSTRUCTION SLOPE PROP. BLDG 1ST FLOOR 163.35 FF 163.03 PAD 6. 4 3 ' 25.2'90.2'7.0'8.0'22.4'5.9' 1 1 1 1 1 1 5'5.1' 2' 5'3.7' 2' 1. 0 ' VERT. SCALE: 1"=10' PROP. BUILDING BASEMENT LEVEL 156.92 FF 153.92PAD EX. GRADE EX GRADE163.33 FS LIMITS OF GRADING 161.50 FS MATCH (164.74FG) LIMIT OF OVER-EX EX 24" CMP SD TO BE ABANDONED(145.29INV) 2.0% 4" PERFORATED SUBDRAIN 4" PERFORATED SUBDRAIN 161.34 FS 2:1 2:1 1.7% 163.88TC 163.85FG 163.21FS 154.33INV PROP. 8" SD LINE TEMP. 3' MAX.CONSTRUCTION SLOPE 159.05FL PROP. ±1.5' WIDE VEGETATED SWALE TEMP. 3' MAX. CONSTRUCTION SLOPE 157.13INV PROP. 12" SD LINE PROP. EXTENDED CURBPER DETAIL 5, SHEET C-8 CONC. ENCASEMENT PER SDRSD SP-03 MATCH (165.20FG) 158 156 160 162 152 166 164 154 158 156 160 162 152 166 164 154 1.1%2.0% 2.0'6.2'9.1'3.9' 150 150 1 1 161.71TC 161.21FS 161.71FG 161.82TC 161.32FS 161.51 FS PROP. BUILDING BASEMENT LEVEL 156.92FF 153.92PAD PROP. MECHANICAL PADPROP. WALKWAY PROP. WALKWAY 161.82TC 161.28FS 151.94INV PROP. 12" SD LINE 4" PERFORATED SUBDRAIN PROP. EXTENDED CURB PER DETAIL 5, SHEET C-8 158 160 162 166 164 154 156 158 160 162 166 164 154 156 12.9'8.4' 152152 2:1 M A X 1.9% PROP. LANDSCAPE PROP. WALKWAY 161.47 FS 158.92 TG 161.31TC-FS 161.06FG PROP. BUILDING BASEMENT LEVEL 156.92FF 153.92PAD EX. GRADE EX. GRADE 157.00INV-OUT PROP. 4" SD CONNECTION 154.07INV-OUT PROP. 12" SD CONNECTION PROP. STEM WALL PER SEPARATE PLAN PREPARED BY HHCP. 6" WIDE FLUSH CONC. CURB PER SEPARATE L.S. PLAN PREPARED BY R.W. APEL. SEE DETAIL 2, SHEET L-300. 158 160 162 166 164 1.2'2.6'5.0'3.7' 168 170 158 160 162 166 164 168 1702.1' PROP. RAMP PROP. LS 1.8% EX. GRADEEX. GRADE 165.27 FS 165.59TC 165.26FS 164.59TC 164.26FS 164.50TC 164.17FS 164.70TW 164.17FG 163.03 FS 163.00 FS EX RET. WALL SHOWN FOR REFERENCE ONLY PROP. FENCE PER SEP. PLAN PREPARED BY R.W. APEL (TYP.) KEY MAP SCALE: 1"=60' A C-5 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 AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 5 CROSS-SECTIONS SECTION A-A HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=10' SECTION B-B HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=10' SECTION C-C HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=10' EX RETAINING WALL FOOTING TO BE POTHOLED AND VERIFIED PRIOR TO CONSTRUCTION. IF 6" MIN. COVER FROM FS TO TF IS NOT MAINTAINED, PORTION OF FOOTING AND/OR WALL SHALL BE RECONSTRUCTED TO MEET MIN. REQUIREMENT PER SDRSD C-1 (TYP.) SCALE 1"=5' D C-5 SCALE 1"=5' SCALE 1"=5' SECTION D-D SECTION E-E SECTION F-F 9/30/26 JASON S. GELDERT NFNF 175 170 165 160 155 150 145 140 180 175 170 165 150 145 140 o-i'5o II " o+'so -------- ~~~~~~:~.":-~·-;--1-.--'~.:.--.,, -,:;.:,,, \ . ./ --~-----· 't -, . •., ·, .. -'- II 180 175 180 170 175 165 170 160 165 155 160 150 155 145 150 140 II 145 0+100 II II II II II 140 1 +100 1 +'so -J ..• 4-t'5o II II II II II II 0+150 1 +100 1 +150 I D J .., / l "_/ I . X , .• :,:,:... K. • . •• ( .._Ji-~~: .. -:',.r:;•,"' ',' ·.·.·'."c:· ·.· .. : ,',' ·.·.·, I I""='""'! ·:-~-~-.:.-.-~-~--; ,:;~::_._~~r-•---- ' \ ) 175 170 165 160 155 150 145 II 140 5+1oo II I / \ ' :::·: \ ..::: I • I ~:::--:- '/ ' 180 175 170 165 160 155 150 145 II 140 2+100 11 AS BUILT" D CITY OF CARLSBAD D ,_--+------,f--------------------+---+---1------l---------ENGINEERING DEPARTMENT ~-~ OTHER APPROVAL Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024 EX LANDSCAPING (N.A.P.) EX LANDSCAPING (N.A.P.) EXISTING BUILDING TO REMAIN 162.00 FF 156.92 FF 163.00 FF 162.75 FF EX. 24" CMP TO REMAIN EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN 163.35 FF 163.20 FF 60 156.78 INV 60 156.78 INV 156.78 INV 60 157.05 INV 53 156.98 INV 53 156.78 INV 60 156.78 INV 60 154.44 INV 53 53 162.29TG 158.52INV 160.90TG 158.36INV 158.92TG 154.00INV 161.69TG152.78INV 162.30TG 160.50INV 162.07TG 160.03INV 162.35TG 159.27INV 162.10TG 159.38INV 158.03 INV 157.92 INV 157.66 INV 155.95 INV 153.96 INV 151.28INV BEG. CONC. ENCASEMENT 157.83 INV162.84TG 155.85INV 155.68 INV 154.91 INV 159.43 INV 158.18 INV 154.36 INV 162.65TG 160.65INV 155.06 INV 162.04TG 152.19INV 162.30TG 159.00INV 160.52 INV 159.03 INV 162.12TG 159.11INV ABANDON/REMOVE EXISTING SDMH/CLEANOUT (148.70INV) S= 0 . 0 1 S=0.01S=0.025 S= 0 . 0 2 1 EX. STORM DRAIN LINE TO REMAIN. 157.97 INV PROJECT SITE LIMTS LIMITS OF GRADING EX. STORM DRAIN LINE TO REMAIN. 161.64RIM 154.80INV-IN 151.11INV-IN (144.42INV) EX. 24" STORM DRAIN LINE TO BE REMAIN 151.14 INV EX. 24" STORM DRAIN LINE TO BE ABANDONED. SLURRY FILL W/ CLSM 156.65 INV 156.68 INV PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS PROJECT SITE LIMTS 162.63TG 157.84INV S=0.022S=0.04S=0.04 158.29 INV155.13 INV 158.93BOT-2"DW 157.20TOP-6"SD 156.70INV-6"SD 159.18BOT-2"DW 158.18TOP-6"SD 157.68INV-6"SD 151.21 INV 151.18 INV 152.17 INV 152.79 INV S=0.01 S=0.01 S= 0 . 0 1 S=0.01 S= 0 . 0 2 1 158.27 INV S=0.022 160.56 INV 160.48 INV 162.48RIM 160.47INV-IN-6"SD 158.72INV-IN-8"SD (149.60INV-OUT-24") S=0.0 1 S= 0 . 0 1 S=0.01 159.18 INV 159.23 INV 157.57BOT-2"DW 153.17TOP-12"SD 152.17INV-12"SD 157.39BOT-6"FW 152.88TOP-12"SD 151.88INV-12"SD 153.35INV-4"SS 152.24TOP-12"SD 151.24INV-12"SD 158.45 INV 158.02 INV 158.06 INV 158.54 INV 158.38 INV 158.28 INV 161.70TG158.66INV (±159.75INV) 158.20 INV 158.89BOT-2"DW 157.89TOP-6"SD 157.39INV-6"SD 159.02BOT-2"DW 158.02TOP-6"SD 157.52INV-6"SD 157.47 INV 157.63 INV 157.75 INV 157.58 INV157.46INV-4"SD 156.78INV-4"SUB 157.34 INV 157.38 INV 158.46 INV 159.72 INV 160.10 INV 160.08 INV159.78INV-4"SD 156.85INV-4"SUB 160.14 INV 160.24 INV 158.99 INV 159.00 INV 158.97 INV 159.58 INV 160.19 INV 158.32 INV 162.20TG 151.32INV 155.94 INV 157.06INV-4"SUB 156.77INV-4"SD S=0.01 S=0.01 S= 0 . 0 1 S= 0 . 0 1 S = 0 . 0 1 S=0.01 S= 0 . 0 1 S= 0 . 0 1 S=0.01 S= 0 . 0 1 S = 0 . 0 2 5 S= 0 . 0 4 160.20 INV 158.16 INV 158.26 INV 157.06INV-4"SUB 156.07INV-4"SD 158.35BOT-6"FW 156.91TOP-12"SD 155.91INV-12"SD 158.74BOT-2"DW 158.36BOT-(2)6"FW 156.76TOP-12"SD 155.76INV-12"SD 158.78TOP-12"SD 157.78INV-12"SD 156.82TOP-2"DW SEE STORM DRAIN REALIGNMENT PLAN & PROFILE ON SHEET C-007 159.21 INV 158.75 INV 158.86 INV 159.46 INV 158.90 INV 162.85TG 158.69INV 162.75TG 159.27INV 162.51TG 159.62INV EX. 24" STORM DRAIN LINE TO BE ABANDONED. SLURRY FILL W/ CLSM 157.00INV-4"SD 156.78INV-4"SUB S89°22'50.38"E 231.2' 160.12 INV S=0.025 162.22TG 155.17INV S = 0 . 0 2 5 N4 5 ° 0 8 ' 1 2 . 3 8 " E 3 4 . 6 9 ' N0 0 ° 0 8 ' 0 0 . 5 7 " E 3 6 . 9 6 ' 155.98 INV 153.14 INV 152.77 INV 152.76 INV 162.22TG 155.89INV 155.14 INV 157.30BOT-2"DW 152.94TOP-12"SD 151.94INV-12"SD 157.09BOT-6"FW 153.06TOP-12"SD 152.06INV-12"SD 153.82 INV 40 40 40 40 41 40 41 42 40 46 40 40 40 41 46 56 46 43 43 45 45 48 48 4848 58 48 48 45 43 48 55 54 54 54 54 54 58 58 58 58 58 57 52 57 59 46 50 58 52 57 40 40 58 48 49 57 61 4344 46 57 41 48 48 57 48 59 48 48 45 48 45 41 45 60 48 48 48 64 48 43 54 54 54 40 40 57 48 40 40 43 43 54 54 54 43 48 48 45 48 45 54 54 43 42 40 54 54 5454 40 40 58 46 46 40 45 48 46 43 54 54 49 55 49 4948 57 57 57 57 40 40 40 40 40 48 48 48 57 48 LIMITS OF GRADING LIMITS OF GRADING 157.20 INV 53157.20INV 53157.20 INV 53156.87 INV S=0.022 S=0.006S=0.006 S = 0 . 0 0 5 S = 0 . 0 0 5 S= 0 . 0 0 5 S=0.004S=0.004S=0.004S=0.004 S=0.007 S= 0 . 0 0 7 53157.20 INV S=0.005 PROP. BUILDING FOOTING PER SEPARATE PLAN PREPARED BY R.L. PLOWFIELD PROP. BUILDING FOOTING PER SEPARATE PLAN PREPARED BY R.L. PLOWFIELD PROP. BUILDING FOOTING PER SEPARATE PLAN PREPARED BY R.L. PLOWFIELD 158.31INV-4"SD 157.16INV-4"SUB 156.92INV BEGIN CONC. ENCASEMENT 66 158.66INV END CONC. ENCASEMENT 66 66 PR I V A T E A C C E S S R O A D 6 PRIVATE STORM DRAIN 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 AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 40 PRIVATE STORM DRAIN CONSTRUCTION NOTES: INSTALL 6" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 8" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 6"X8" REDUCER INSTALL 8"X6"X8" WYE CONNECTION INSTALL 8"X12" REDUCER INSTALL 12"X6"X12" WYE CONNECTION INSTALL 12" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 12"X12"X12" DOUBLE WYE CONNECTION INSTALL ADS N-12 HDPE 45° BEND INSTALL 6"X6"X6" WYE CONNECTION INSTALL ADS N-12 HDPE 22.5° BEND INSTALL ADS N-12 HDPE 11.25° BEND INSTALL ADS NYLOPLAST 36" DRAIN BASIN W/ TRAFFIC RATED GRATE PER DETAIL 6, SHEET C-9. INSTALL 4" PERFORATED SCH. 40 PVC STORM DRAIN PIPE. STORM DRAIN PIPE INV TO BE 4" ABOVE TOP OF FOOTING PER SOILS REPORT. ROOF DOWNSPOUT DIRECT CONNECTION TO STORM DRAIN SYSTEM PER DETAIL 1 SHEET C-8 INSTALL 8"X8"X8" DOUBLE WYE CONNECTION CONNECT EXISTING STORM DRAIN LINE TO PROPOSED STORM DRAIN USING A 45° BEND AT CONNECTION. 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. INSTALL LANDSCAPE AREA DRAIN PER DETAIL 3 SHEET C-8 INSTALL HARDSCAPE AREA DRAIN PER DETAIL 4 SHEET C-8 INSTALL 12"X12"X12" WYE CONNECTION CONNECT SUBDRAIN TO PROPOSED STORM DRAIN LINE INSTALL 4" PERFORATED PVC SUBDRAIN BELOW SAFETY SURFACE PER SEPARATE PLANA AND PERMIT PREPARED BY R.W. APEL LANDSCAPE ARCHITECTS INSTALL 24" ADS N-12 WT SERIES 35 STORM PIPE. SEE STORM DRAIN PLAN & PROFILE SHEET C-7 FOR 24" STORM DRAIN REALIGMENT CONNECT PROPOSED 24" HDPE PIPE TO EXISTING CONCRETE CATCH BASIN PER DETAIL 7, SHEET C-9 INSTALL 6"X6"X6" DOUBLE WYE CONNECTION CONSTRUCT AC PAVEMENT IN SERVICE ACCESS ROAD TO MATCH EXISTING SECTION AND CONDITIONS WITH BACKFILL PER SOILS REPORT RECOMMENDATIONS FOLLOWING STORM DRAIN REALIGNMENT. INSTALL CONCRETE ENCASEMENT FOR STORM DRAIN PIPE PER SDRSD STD. DWG. SP-03. 41 43 44 45 46 47 48 49 50 51 42 52 53 54 55 56 57 58 59 60 61 62 63 64 65 PRIVATE UTILITY NOTE: WATER, RW AND SEWER SHOWN IS PRIVATE AND SHOWN FOR REFERENCE ONLY. THESE PRIVATE UTILITIES WILL BE REVIEWED, APPROVED AND CONSTRUCTED UNDER SEPARATE PLAN AND PERMIT SUBMITTAL. 66 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 ONCE 24" HDPE STORM DRAIN HAS BEEN CONSTRUCTED. 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. 6. ALL CONNNECTION JOINTS TO BE WATER-TIGHT MEETING ASTM D3212 WHERE STORM DRAIN FLOWS UNDER PRESSURE. GENERAL STORM DRAIN NOTES 9/30/26 JASON S. GELDERT NFNF I/ ~ r ~ i. " ' " ~ ~ " r ~ ' " < ' ' " < ~ ' y ' /I I I I ~· I I I ? I I I I I I ' / .I I ./ ./ I I ' I I \ I I I l' I I ✓ I I I I I I 7 I --111--111--ID t~- -SD /; l I / I I I I I T T r I I I ID I I I I I I I / I / i/ ' ~ "' \ / / I I I I I \ / ~ \ ' J I/ I/ I I/ I I I \ i\ '" or I #' =\ I \ ,'; I d I I I I I ' 'ii " RS IRR-/§ I ,, 1 'L I 0 0 0 0 0 0 0 0 0 0 0 0 ,< 0 \ I 1 =11 I I I I I I I ) I I I 0 0 0 0 0 0 0 0 0 0 0 0 20 0 20 GRAPHIC SCALE_ SCALE: 1" = 20 11 AS BUILT'' 40 Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024 162.75 FF 0+ 0 0 1+00 2+00 3+00 3+21 SDMH-2STA: 0+85.47163.73RIM147.25INV-IN-24" 147.22INV-OUT-24" EX. CB-0 TYPE B-1 INLET STA: 0+10.22(160.92RIM)143.63INV-IN-24" (143.63INV-IN-24")(143.30INV-OUT-24") 235.89 LF OF 24" HDPE @ 0.86% 37.02 LF OF 24" HDPE @ 4.78% 38.22 LF OF 24" HDPE @ 4.76% EX. 24" CMP TO REMAIN EX. 24" CMP TO REMAIN EXISTING BUILDING EXISTING BUILDING 62 62 62 63 48 LIMITS OF WORKEX. STORM DRAIN LINE TO REMAIN. 156.92 FF EX. 24" CMP STORM DRAIN LINE TO BE ABANDONED PER DEMO PLAN, SHEET C-2EX. 24" CMP STORM DRAIN LINE TO BE ABANDONED ONCE PROPOSED STORM DRAIN HAS BEEN CONSTRUCTED, PER DEMO PLAN, SHEET C-2 163.00 FF 66 52 52SDMH-1STA: 3+21.35 (162.48RIM)160.62INV-IN-6"158.72INV-IN-8" (149.60INV-IN-24")(149.60INV-OUT-24") S89°22'50.38"E 231.2' N4 5 ° 0 8 ' 1 2 . 3 8 " E 3 4 . 6 9 ' N0 0 ° 0 8 ' 0 0 . 5 7 " E 3 6 . 9 6 ' 163.20 FF163.35 FF162.00 FF PROP. CONC. ENCASEMENT PER SDRSD SP-03 66 PR I V A T E A C C E S S R O A D 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 AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 CIVIL ENGINEER 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 ONCE 24" HDPE STORM DRAIN HAS BEEN CONSTRUCTED. 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. 6. ALL CONNNECTION JOINTS TO BE WATER-TIGHT MEETING ASTM D3212 WHERE STORM DRAIN FLOWS UNDER PRESSURE. 7 24" STORM DRAIN PLAN & PROFILE PRIVATE UTILITY NOTE: WATER, RW AND SEWER SHOWN IS PRIVATE AND SHOWN FOR REFERENCE ONLY. THESE PRIVATE UTILITIES WILL BE REVIEWED, APPROVED AND CONSTRUCTED UNDER SEPARATE PLAN AND PERMIT SUBMITTAL. 40 PRIVATE STORM DRAIN CONSTRUCTION NOTES: INSTALL 6" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 8" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 6"X8" REDUCER INSTALL 8"X6"X8" WYE CONNECTION INSTALL 8"X12" REDUCER INSTALL 12"X6"X12" WYE CONNECTION INSTALL 12" ADS N-12 HDPE STORM DRAIN PIPE INSTALL 12"X12"X12" DOUBLE WYE CONNECTION INSTALL ADS N-12 HDPE 45° BEND INSTALL 6"X6"X6" WYE CONNECTION INSTALL ADS N-12 HDPE 22.5° BEND INSTALL ADS N-12 HDPE 11.25° BEND INSTALL ADS NYOPLAST 36" DRAIN BASIN W/ TRAFFIC RATED GRATE PER DETAIL 7, SHEET C-9. INSTALL 4" PERFORATED SCH. 40 PVC STORM DRAIN PIPE. STORM DRAIN PIPE INV TO BE 4' ABOVE TOP OF FOOTING PER SOILS REPORT. ROOF DOWNSPOUT DIRECT CONNECTION TO STORM DRAIN SYSTEM PER DETAIL 2 SHEET C-8 INSTALL 8"X8"X8" DOUBLE WYE CONNECTION CONNECT EXISTING STORM DRAIN LINE TO PROPOSED STORM DRAIN USING A 45° BEND AT CONNECTION. 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. INSTALL LANDSCAPE AREA DRAIN PER DETAIL 4 SHEET C-8 INSTALL HARDSCAPE AREA DRAIN PER DETAIL 5 SHEET C-8 INSTALL 12"X12"X12" WYE CONNECTION CONNECT SUBDRAIN TO PROPOSED STORM DRAIN LINE INSTALL 4" PERFORATED PVC SUBDRAIN BELOW SAFETY SURFACE PER SEPARATE PLANA AND PERMIT PREPARED BY R.W. APEL LANDSCAPE ARCHITECTS INSTALL 24" ADS N-12 WT SERIES 35 STORM PIPE. SEE STORM DRAIN PLAN AND PROFILE, THIS SHEET. CONNECT PROPOSED 24" HDPE PIPE TO EXISTING CONCRETE CATCH BASIN PER DETAIL 8, SHEET C-9 INSTALL 6"X6"X6" DOUBLE WYE CONNECTION CONSTRUCT AC PAVEMENT IN SERVICE ACCESS ROAD TO MATCH EXISTING SECTION AND CONDITIONS WITH BACKFILL PER SOILS REPORT RECOMMENDATIONS FOLLOWING STORM DRAIN REALIGNMENT. INSTALL CONCRETE ENCASEMENT FOR STORM DRAIN PIPE PER SDRSD STD. DWG. SP-03. 41 43 44 45 46 47 48 49 50 51 42 52 53 54 55 56 57 58 59 60 61 62 63 64 65 GENERAL STORM DRAIN NOTES 145 150 155 160 165 170 145 150 155 160 165 170 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 PROFILE: PROPOSED 24" HDPE STORM DRAIN SCALE: H: 1"=30' V: 1"=3' PROP. CMU WALL 171.73TW 165.63BW 66 PROPOSED HGL=1.76 @ 149.01 PROPOSED HGL=1.78' @ 151.38 PROPOSED HGL=0.7' @ 144.33 STORM DRAIN CONSTRUCTION METHOD NOTE: CONTRACTOR TO EXCAVATE AND USE STEEL TRENCH SHORE BOXES FOR CONSTRUCTION OF 24" STORM DRAIN MAIN. PROPOSED HGL=1.17' @ 146.62 9/30/26 JASON S. GELDERT NFNF / I I SDMH-2-, / _,,-. -TA:0+85.47 \ _J 63. 3RI~ / EX. _ 1 5.64 "caRADE 1 5.31 FG F"\ 163. 6TC n63.q3FS 163.87TC 4.70 PR )p_ · -~ 1 3.o9•S /FINISHED EX. ERVICE / / GR ~DE -t-□-M-+--1 --+-t---+---+-t---+---+-t---+---+---tt---+---+----tr--+---+----tr--+---+----t-+---+----t-+---+----1--+---+----t--+--+----t--+--+----t----< l-lll-ll l-llll l ll~IRe,cOil D"-'G"'-,,f o""DEl =i-;;;-..-<fttt1 -1-:tTic•xfil.0SD~"7)-L ---j-t-+---!-t-+---l-t-+--t-t--f~"'~,::t =~f=~~r/7STA:3+21 •35 I J ... /,... ~ /" ,, I " " 624r lM i --+-+---+---+-+---+---+-+---+---+-+---+----+-+---+----+-+---+----+-+----+---+-+----+---+-+----+---+-+----+---+-+----+---+--l I -' P OP. 6" Pl E ---' --V CONNECTION l--+---+-+--+---+-+--+---+-+-----1--f'rlh-,,_,h. C""'B--ls-0'"'1r'~P..-4-.----.A"S f-.MA'"IN..+---++-++-+----+-+-+----+-f-+---+-f-+--+-+-+--+-+-+--+-+-+--+-l---4r----.~H,f---;",610.621/W-I~ --+-+---+---+-+---+---+-+---+----+-+---+----+-+---+----+-+----+----+-+----+---+-+----+---+-+----+---+-+----+---+-+----+---+--1 INLt:, ,158.7 INV WA ER MAIN I I --+---+-+--+---+-+--+---+-+--+---+--,160.92RIM) .._, ~ROP. 8" Pl E EX HW \ , 158 681N l---1---+--1---1---+--1-+--+--1-+---W--I-W1R~R1irl•~T1al,N'ltLzy;1Ntt:::j>-F=>--J ,:£~\-4-n / 'i"'-----V:f~N1~FNcv7:\8N--+-+---+---+-+---+----+-+---+----+-+---+----+-+---+----+-+----+----+-+----+---+-+----+---+-+----+---+-+---+---+-+---+---+--1 -.0 -= - E ECT IC 1 KV / 1 7.1< INV I JV, /,. • • - ..,, ::;...----.. ;.~ .... PROP. L45 I .., \ Y 1/ .V \ \235.89 L OF 24" <J<" . HL,rc@ 0.86% ----- -SD IH-1 V STA: 3+21.3- 162.48RIM (149.601NV-IN-24"CMP) _ _:1 49 271NV-OU -24" ,-= -, -\ 100 22.1b Fs ~100 i7"2FT/S lsTINt; 2411 _CMPPIPE ..,, ~ ~ / \ ._✓,; ?'~ -s□M i-2 \0100"'~5.8/cFs r----t----t-t----t----t-t----t----t-i==+----,J.~r --t-:;7"t-t-::;;;~4;;:--t----fs'sTrtiAcC: OJ++'ai85i'.4\77----t-t---t----t-t---t----t-f=V\Lj1.\i\00~\l8.£211.LFT//S +---+---+-+----+----+-+----+----+-+----+----+-+----+----+-+----+----+-+----+----+-t----+----+-+----+----+-+---+---+-t---+---+-t---+---+----tt---+---+--r--+---+----tr--+---+----tr---< , ____ \ _,, __,, I/ ./.,;::;,, \ \ 163.73RIM --+---+-+--+---+-+--+---+ -'ffirt'--+-:7t7""'t--t-'~---->._t--t147.251NV-IN-24" -~~ / ,,-:~ \ 147.~21NV1OUT-24" ,,....__,,i,,;,:...\ \37. 2 LF OF 24" /"' ,\ HDPE@ 4.78% 38.22 LF OF 24''. \, 1 ~2J CFS ---t----t-+---t----t-+---+-----t-+---+-----tt'!--+---t---+-nDl~E@ ,4•76% , 100 9.95FT/S ,Ex. CB-0 TYPE B1 INLET .._ IA: U+_1~_.LL (160.92RIM) 143.631NV-IN-24" a---+----+-+---+----+-+---+----+-+---+----+-(143. 631 NV-I N-24") (143.301NV-OUT-24") C '-- - I ,, ---=========I~ ', n __ 11----------c'// .,/' dD s11' '~-'"_,_D _'_" __ '" SIi ~----£ f~t \\ \ 0 1."' 1/ ~"\ dD dD ' .A ~\~ -a > I I I I ' > I I e I 0 ~ L/',_ 'be as as -as as \ " "' I I I I I I BENCHMARK -------.. ·11- ( I J THE BENCHMARK FOR THIS SURV[Y IS THE CITY OF CARLSBAD VERTICAL CONTROL MONUMENT DESIGNA T/ON CLSB-053, A 2 1 /2 INCH DISC, SET IN THE NORTHWEST CORNER OF VAULT ON THE WEST SIDE OF HIDDEN VALLEY RD. 0.1 MILES SOUTH OF PALOMAR AIRPORT RD. ELEVA T/ON : 82.744 FEET (NGVD 29) 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 GRAPHIC SCALE SCALE: 1"-?n' 11 AS BUILT'' 60 I I / D CITY OF CARLSBAD D 1--------+--+---------------+---+--+----+----1 ENGINEERING DEPARTMENT ------ I -:==~===========:"==~ .....---5 --,, I ' I l I ;' ' e-O-T-HE-R-AP~PR-O-VA-L--+----~----1 L ___ ;;;;;;;;-~~=-J ~------~l~--~I Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024 SWALE SECTION 2 NOT TO SCALE C SWALE 1.5'1.5' VEGETATED OR GRASSY SWALE NATIVE SOIL . 3"-5" TOPSOIL LAYER 2:1 SLOPE MAX 3 NOT TO SCALE ADS LANDSCAPE DRAIN BASIN 4 NOT TO SCALE ADS HARDSCAPE DRAIN BASIN 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 1DOWNSPOUT CONNECTION NOT TO SCALE DITCH TO BE LINED WITH S150 ERONET BLANKET MATTING 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 AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 8 DETAIL SHEET 1'-6" 3"CLR.TYP. 3" C L R . TY P . 9" 8" M I N 1' - 0 " M I N . CO V E R VA R I E S P E R G R A D I N G P L A N FINISH GRADE OR PAVEMENT #5 @ 16" O.C. (3) #5 CONT. #5 VERT @ 16"O.C. #5 HORIZ @TOP, BOTTOM & MID- HEIGHT 8" H= 3 ' - 0 " M A X EXPANSION JOINT 1/2" RADIUS TOOLED EDGES CAST IN PLACE CONCRETE CURB,NATURAL GRAY COLOR, SMOOTH TROWELED FINISH. CL R 3" 6" PAVEMENT "TC" TOP OF CURB "BC" BOT. OF CURB CONCRETE FOOTING COMPACTED SUBGRADE SOIL PER GEOTECHNICAL REPORT RECOMMENDATIONSFOR RETAINING WALLS EXTENDED CURB DETAIL 5 NOT TO SCALE 9/30/26 JASON S. GELDERT NFNF . 0 NYLOPLAST INLINE DRAIN WITH DOME GRATE INVERT ACCCRllNG TO PIMS/TAl<E OFF (1) INTEGRATE□ DUCTILE IRON GRATE TO MATCH BASIN 0.0. MINIMUM PIPE BURIAL □El'Tli PER PIPE MANUFACTURER ~MMEN □ATION THE BACKFLL MATERIAL SHALL BE alUSHEO lrT'ONE OR OTHER GRANULAR MATERIAL MEETING THE RIEQUIRIEMENTS OF Cl.ASS I. Cl.ASS II, OR CLASS Ill MATERIAL AS DEFINED IN ASIMD2321. BEDDING & llACKFIU. FOR SURFACE DRAINAGE INLETS SHAl.l. BE PLACED l COMPACTED UNIFORMLY IN ACCORDANCE WITH AS1M 02321. 8" -30' r 1 , 8', ))' Da.lE GRATES SHAU. BE Dlx:11.E I~ PER AS™ M3f GRADE .,_ THIS PRINT DtSa..OSES SUBJECT MATTER Iii WHICH DRAWN BY EBC Ml'IEAIAL 2 • DRAINAGE OONNECTION an.,, JOINT TIGHTNESS SIWJ.CONFORM Ill ASTM 03212 FOR CORRUGAlID HDPE (ADS N-1ztlANOOR DUAL Willl), IM.OPIA'!T HAS PROPRIETARY RIGHTS. T1iE RECEPT OR POSSESSION OF THIS PRINT OCES NOT CONFER, DATE ~O TRANSFER, CR LICENSE THE USE OF TliE DESGN OR (3) VARIOUS~ OF INL.T & OVTl..T I\DAPTl;RS AVAILABLE: 4' • 30" FOR CORRUGATIED HOPE (ADS N-12.ttANCOR□UAL WAI.J..ADS/HANCOR SINGLE WALL), N-12 HP, PVC!lel,B!(EX:SDR35), PVC □wv (EX: SCH 40), PVC C900IC905, CORRUGATIED I Rl&D PVC WAlERTIGITT JOINT (CORRUGATED H□F'E SHOWN) en 11/N:S Nyloplasu ; 1'1-12 HP, lPY1l 8EWER(4'-:!I') 3 -8'-30' DOME GRATES HAVE NO LOAD RATING TECHNICAL INFORMATION SHO'MtHEREIN REYISBl II" NII-I PROJECT NQAMIII 3130 lll!RCNAAIII! BIF<IRD, GA 30511 PHN(77G)ll»M3 FAX 17711 --.nylopl- REPROCUCTION OF THIS PRlfT OR.Nf'f INFtJANA.flCl,j OONT~ED HEREIN, ORMANUF;.cnJREOF ANY DATE 111-111-11 NlllCLE HEREFRCM, FOR THE DISWJSURE TC OTHEIIS fflLE N~E [)MljWlfHDCJIIE-lE QUICK RC INITAW1110N DETAL ISFORBllDEN,EXCEFTBYSPECIRCV!RIITEN t-DWG--.,.---.-+-sc.w;---,-, .. --_,-EEl"--1-.. -,-t-DWG--Nll----,..._,--,-...,----... --D--t PERMISSION FROM NYI.O . 1a lffl.OPUliT • NYLOPLAST 15" INLINE DRAIN: 2715AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O,D, INVERT ACCORDING TO PLANS/TAKE OFF MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (B) 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/SOLID COVER SHALL BE DUCTILE IRON PERASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL), N-12 HP, & PVC SEWER. 4 -DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL. DIMENSIONS MIWVARY. 5 -DIMENSIONS ARE IN INCHES THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CON FE~ TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 18' MIN WIDTH GUIDELINE ADAPTER SIZE ' ,. 13.25 ,. 12.75 ,. 12.Z5 10· 1350 12· 12.75 15" 7,00 S" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" • 15" FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35), PVC D1/W (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) GRATE OPTIONS LOAD RATING PART# DRAWING# PEDESTRIAN MEETS H-10 1599CGP 7001-110--207 STANDARD MEETS H-20 1599CGS 7001-110-208 SOLID COVER MEETS H-20 1599CGC 7D01-110-209 PEDESTRIAN BRONZE N/A 1599CGPB 7001-111).210 DOME NIA 1599CGD 7001-110-211 DROP IN GRATE LIGHT DUTY 1501□1 7001-110--073 DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFORD, GA 30518 PHN {770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.GOm DATE 04-03-06 11//Jl:S NyloplasU REVISED BY NMH PROJECT NOJNAME TITLE DATE 03-15-16 15 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL 6 -SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALl BELL INFORMATION & DRAWING NO. 7001-110-364 FOR N-12 HP BELL INFORMATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN e-------+----------+----------------1 PERMISSION FROM NYLOPLAST. 02013 NYLOPL',ST DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO, 7003-110-026 REV E 0 I I ~✓' I- --1 I 11 1· I I ,/ I 11 I I 11 / 11 AS BUILT'' D CITY OF CARLSBAD D t-----+---f-------------------+----+---t----f-----t ENGINEERING DEPARTMENT ~-~ OTHER APPROVAL I I Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024 6 NOT TO SCALE ADS NYOPLAST DRAIN BASIN/STRUCTURE WITH LADDER DETAIL7 NOT TO SCALE CONNECTION TO EXISTING CATCH BASIN DETAIL REVIEWED BY: DATEINSPECTOR DATE RVWD BY: INITIALDATE SHEET SHEETS APPROVED: DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION RCE EXP. ENGINEERING MANAGER RCE EXPIRES DATE GRADING PLANS FOR: 63912 AM LEGOLAND CALIFORNIA PROJECT 2025 SDP 2023-0012 9 547-7A GR2024-0009 9 DETAIL SHEET 9/30/26 JASON S. GELDERT NFNF 12" -24" HOPE SOIL TIGHT GROUTED MANHOLE CONNECTION W/ NYLOPLAST(SANDED)MANHOLE ADAPTER NON-SHRINK GROUT \ J PIPE SIZE ADAPTER ADS PRODUCT OD CODES 12" 12.5" 1277AG (300mm) (317.5mm) 15" 15.3" 1577AG (375mm) (388.6mm) 13" 18.7" 1877AG (450mm) (475.0mm) 24" 24.8" 2477AG (600mm) (629.9mm) •• FOR USE WITH A PROFILE PIPE ONLY"* ©2~16AD5.INC. • ... .• . . ..... ., '• . ·, -· ' • ADVANCED DRAINAGE SYSTEMS, INC. n1,os") HAS PREPARED n-11s DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED #N ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE ltiSTAUATION DETAILS PROVIDED HEREIN ARE GENERAL. RECOf.lMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILllY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIOJ,.IAL, STATE, OR LOCAL REQUIREMENTS MIO TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. / PRE-SANDED NYLOPLAST MANHOLE ADAPTER j ADAPTER OD I NOTES: SEE STANDARD DETAIL STD-201 AND TECHNICAL NOTE: 5.04 CONNECTIONS TO MANHOLES AND STRUCTURES FOR INSTALLATION RECOMMENDATIONS. I 4 I METRIC UNITS, RENU.l,IBEREDAND RENAMED I TJR I 01.12~.'16 I I I REV. I DESCRIPTION I BY I MM/DD.'YY I CHK'D I --. CKS ,,,ar,s ~640TRUl::l,W.il3LVD [ u ML " a,cu,eo. oa,o ""'' 1-------STD---2-D-2-A----, Advanced D-alnari,, Systems. Inc DRAWING NU!,iBER 12"-24" HDPE SOIL-TIGIIT NYLOPLAST ADAPTER MIi CONNECTION ----- / '- 10/10.'06 NTS 1 OF 1 -' / - I I CORROSION RESISTANT LADDER SEE NOTES PER OSHA 1910.27 ~\ ~'\\' - , u LADDER BASE IS __/ TO BE BOLTED TO THE BOTTOM END CAP NYLOPLAST 36" STRUCTURE WITH LADDER DETAIL i 4"--6" I I 14" MAX I :ti _.,,,,,.,,.,.~ / ,.,,,.,/ 36' MAX TYP. ANGLED ATTACHMENTS, MIN. 6 PER LADDER. MAX VERTICAL MOUNTING BOLTS MUST BE POSITIONED TOWARDS THE TOP OF TliE RISER NOTES· SS HARDWARE FURNISHED WITH LADDERS 1/2" • 13 X 1 3/4" HEX HEAD BOLT, 1/2' FLAT WASHER, & 1/2" HEX NUT 1. LADDERS SERVING MANHOLES CAN USE DEVIATIONS OF OSHA 1910.27 FOUND IN ASTM C478-12. LADDERS ARE TO BE ORDERED FROM LANE INTERNATIONAL CORPORATION ONLY. 2. CORROSION RESISTANT BRACKETS, WITH STAINLESS STEEL HARDWARE, SHALL BE ATTACHED TO THE LADDER BY THE PIPE FABRICATOR. THE HARDWARE IS INCLUDED WITH LADDER. 3. USE STAINLESS STEEL BOLTS, WASHERS AND NUTS TO ATTACH THE LADDER BRACKETS THROUGH THE PVC DRAIN BASIN SIDE WALL. 4. LADDER SHALL BE PLACED SO THATTOP RUNG IS LESS THAN 14-INCHES FROM BASE SURFACE AND BOTTOM RUNG IS AS LOW AS POSSIBLE. 5. BOTTOM OF LADDER SHALL BE ATTACHED TO BOTTOM END CAP WITH SS HARDWARE SUPPLIED WITH THE LADDER. 6. WEIGHT OF LADDER TO REST ON END CAP. 7 ALL HARDWARE IS TO BE TIGHTENED PRIOR TO SHIPMENT. :ti ___,____~I 8. VARIOUS HEIGHTS ARE AVAILABLE FOR NYLOPLAST 36" MANHOLES WITH LADDERS. FOR 36" MANHOLE BODIES 11,AT EXCEED 84", LADDERS ARE TO BE FIELD INSTALLED AND RISER SECTIONS ARE REQUIRED TO REACH THE DESIRED STRUCTURE HEIGHT. CONTACT NYLOPLAST FOR DOCUMENTATION SUPPORTING FIELD INSTALLATION OF LADDERS. I 12" MAX DRAWN BY NMH MATERLA.L DATE 2-16-18 APPD BY NMH PROJECT NO./NAME DATE 2-16-18 11/Jtl:S Nyloplaatl. TITLE 3130 1/ERONA AVE BUFORD, GA 30518 PtlN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com NYLOPLAST 36" STRUCTURE WITH LAOIJER IJETAIL THIS PRINT DISCLOSES SUBJECT MATTER IN 'i\'HICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER. OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR Am INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 1------+------------j-----------------J PERMISSION FROM NYLOPLAST. ©iCOl r-M.OPlAST DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG NO. 7001-110-523 REV A NYLOPLAST 36" DRAIN BASIN: 2836AG X {1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID COVER -, -,,_ TO MATCH BASIN 0.0. ·-•• ..._, ."' '·· 18' MIN WIDTH GUIDELINE r 8' MIN THICKNESS GUIDELINE ., '·":l~'/-c:.,L-----'-- 0 "'"' (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKEOFF) 15" MIN. MANUFACTURING REQUIREMENT FROM TOP OF GRATE TO TOP OF PIPE (6" MIN. FROM TOP OF PIPE TO RIM AFTER TOP OF 36" BASIN BODY IS FIELD TRIMMED) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -36" FOR CORRUGATED HOPE (ADS N•12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35) PVC DVN (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT {CORRUGATED HOPE SHOVVN) C] 1 -GRATESlSOLID COVER SHALL BE DUCTILE IRON PER ASTM A5.?/J GRADE 70-00·05. 2 -FRAMES & REDUCING TOP SHALL BE DUCTILE IRON PERASTM A536 GRADE 71MO.O 3 -DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASIN BODIES OVER 84" DUE TO SHIPPING RESTRICTIONS. 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALl), N-12 HP. & PVC SEWER. 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110.012. I THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC 'NRITTEN PERMISSION FROM NYLOPLAST <e;~J,'./ NYLOFLASI \.._ I TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS TRAFFIC LOADING. & OTHER APPLICABLE DESIGN FACTORS SEEDRAWING NO. 7001-110,111 FOR NON TRAFFIC INSTALLATION. 36" X 30" DUCTILE IRON REDUCING TOP 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. I l 6" MIN L {3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (12" MIN. BASED ON MANUFACTURING REQ.} GRATE OPTIONS LOAD RATING PART # DRAWING# PEDESTRIAN STANDARD SOLID COVER DOME rAEETS H-20 rAEETS H-20 rAEETS H-20 WA J08~CGP 30s/9CGS 3099CGC 3099CC D 7001-110·220 7001-110-221 7001-110-22.2 7001-110-:223 DRAWN BY NMH MATERIAL 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932.2490 www.ny1oplast-us.com DATE 9-21-18 APPD BY NMH ///Am IJATE 9-21-18 Nyloplasta.; REVS□ BY NMH PROJECT NO,/NAME IJATE 10-04-21 TITLE APPC BY NMH IJATE 10-04•21 :w DRAIN BASIN QUICK SPEC INSTALLATION DETAIL IJWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-526 REV B - 11 AS BUILT'' i---------+-----+-------+----+----+----+-----1 D CITY OF CARLSBAD D ENGINEERING DEPARTMENT ~-~ e-O_T_H_E_R_A_PlP_R_O_V_A_L--l---~-----.1 L----~====.J L-----------~ LI _____ ~I Docusign Envelope ID: C1CFFFBA-DEC3-4619-87B9-9C7C4C2ACD5E 10/10/2024