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HomeMy WebLinkAboutDWG 501-9A; SDP 16-24; LEGOLAND JD18 DARK RIDE; 01-10I ! ' ' GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR. WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE 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 8£ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL 8£ 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 PROP£•, iY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WI THIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE 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/CA T/ONS AND THE " EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHAii BF HF/ D AT THF SITF PRIOR TO THF BEGINNING Of WORK AND SHAii BF ATTENDED BY All RFPRFSFNTADVF,~ RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL OiHER ASPECTS OF THE WORK. THE CON TRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIV£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE ANO TIME FOR THE P/lECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE A ~AILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTO/? AT THE MEETING. . " 15. Ali INSPECDON RFOl/fSI5 OTHER THAN FOR PRFGQNSTR/JCTION MITT/NG W/11 BF MAO[ RY CAI I ING THE ENGINFFRING 24 HO/JR INSPECTION RfQllfST /INF AT (760) 438-3891. INSPECTION REQUEST MUST 8£ RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE Tr/£ 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, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA T/ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY Tr/£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE J:1,/f R!.4'1 £e/4U. lilf Pf<liP'f<W li/Y 4 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 SI/ALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON 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 IMMEOIA TEL Y AND THE PERM/TT££ WILL NOTIFY TN£ CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ 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 HOL/DA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THE CITY £NG/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE• MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RtSULT OF THE GRADING OPfRATTON. 23. BRUS/I SHALL BE REMOVED ONLY WITHIN THE 'AREA TO 8£ GRADED. NO TREES 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 SWALE:'; AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. . 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 PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA T/ON, 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. JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CIENTL Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS AR£ IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SI/ALL 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)411-7 343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 "CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 'SAN 0/EGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760)744-0460 'OL/VENHAIN WATER DISTRICT (760)753-6466 "BUENA SAN/TAT/ON DISTRICT (760)726-1340 x13JO *AS APPROPRIATE ' ,, ¥\_'\. 33. PERMIT COMPLIANCE REQUIREMENTS: ', -' 'A. FOR CONTROLLED GRADING -T/:IE APPLICANT HIRES A UVIL ENGINEER, SOILS ENGINEER, · AND/OR GEO}f/J(l/ST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE .'I/ WORK, IN PROGRESS {15.16.120 A.8} ··-,_ CARLSBAD MUNICIPAL CODE. 1/; · · ·a. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A. 10/ CARLSBAD MUNICIPAL CODE: EROSION CONTROL NOTES 1. IN CASE EMERGENCY wmK IS REQUIRED, CONTACT ___________ AT ______ (PPONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAIN~ SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONJTRUCTION ORDER ISSUED BY TPE CALIFORNIA RtGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) $NALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS. UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLA~ 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 PRO\I/D£0 TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP ~HALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIF/£{) SWPPP DEVELOPER ANO THE CITY INSPECTOR REGARDING /NY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION Or THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ·. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE Cl'Y ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN C/RCUMSTAWCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK[ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRE::PASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROi MEASURES PROVIDED PER TH£ APPROVED SWPPP 'AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A WI\ Y FROM THE FACE OF '.,LOPE AT THE CONCLUSON OF EACH WORKING DAY. 9. ALL REMOVABLE PROT:CTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH , WORKING DAY WHEN NE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AfiJ OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAll:J/'}!iLL. , 10. ALL GRAVEL BAGS SHALi BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEOED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£ ., STABILIZED BY PUNCH srRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CON SERVA T/ON, STA TE OF CALIFORNIA. 'fEMPORARY EROSION CONTROL PLANTING AND IRRIGATION / VICINITY CITY OF OCEANSIDE 7a PACIFIC OCEAN MAP PROJECT /SITE co,r AVE WORK TO BE DONE THE GRADING WORK SI/ALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING CF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. MINOR CDP 16-47 AND SOP 16-24 APPROVAL LETTER DATED __ CITY OF VISTA 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES INC. DATED OCTOBER 14 2016 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF ,p '<'o 8. CITY OF 9. ,._-,4SAN MARCOS lO, ,f Ji ,,! ,._,z SC' of ~ 11. 12, CARLSBAD STANDARDS. , CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS: Nor APPLICABLE ENVIRONMENTAL APPROVAL DOCUMENTS DATED: EXEMPT STORM WATER POLLUTION PREVENTION PLAN: TIER 2 SWPPP (SHEETS 9 8c io) STORM WATER MANAGEMENT PLAN PREPARED REC CONSULTANTS, INC. DATED __ CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO, SYMBOL QUANTITY • CITY OF ENCINITAS EXISTING COl:TOUR PROPOSED CONTOUR EXISTING CONCRETE EXISTING PAVEMENT f' GRAVEL INFILL ---10(--- INDEX OF SHEETS SHEET DESCRIPTION NO. ABBREVIATIONS 1 TITLE SHEET PER I ANDSCAPE PLAN 2 GRADING PLAN 3 GRADING PLAN FS FINISHED SURFACE FS FINISHED GRADE FF FINISHED FLOOR 4" CONCRETE PAVEMENT PER DETAIL 1, SHEET 8 ~ 1"1-oSf ',G?O 8F . (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, 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-BU/LT GRADING PLAN. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD SPECIF/CATIONS AND .THE FOLLOWING: A. HYDROSEEDING SHALL E!E APPLIED TO: 1. ALL SLOPES THAI ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: ~Ol~EP '' - " \' L v '---'' " ,.__ TNG 0CV I 1v1~s --' f ' INV INVERT OF PIPE TC TOP OF CURB TG TOP OF GRATE 4" AC PAVeM~NT OVER 8" AGG. BASE LANDSCAPING CURB PER LANDSCAPE PLAN PER DETAiL 2, SHEET 8 1,522 SF °6,1 l\1 SF 3,715 gi; (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE ~ SiFATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS:c!;JONE IN ACCORDANCE WITH THE REQUIREMENTS ANO 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 WITl'liN-~.ONE (1) . YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED , · TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ REQUIRED FOR ANY SUCH RECHECK. ' 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL 8£ ADOED,I TO THE SA T/SFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND 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 R[SPONSIBILITIES FOR PROJECT DESIGN. FIRM: COMMERCIAL DEVELOPMENT RESOURCES ADDRESS: 4121 WESTERLY PLACE #112 CITY, STATE: NEWPORT BEACH CA 92660 TELEPHONE: 949-610-8997 BY. ~~' ~ DATE: * 5/12/2017 AARON ALBERTSON R.C.£. N0.: __ _,,6,c55"'1-"J ___________ _ R[G/STRA T/ON EXP/RATION DA TE: __ _,9'"-(-"J"'O le.c1cc7 ___ _ SOILS ENGINEER'S CERTIFICATE I, _________________ , A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY ;;DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY Tl/AT 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 ________ , 20 __ ,AND ==~=~---• 20 __ , TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY R[COMMENDA TIONS, HAS BEEN SUBMITTED TO E OFFICE OF THE CITY ENGINEER. .. j,,,,{f:t LJ (JC::,_ SIGNED: G.E./P.E. NO.: -"4"'52.e.,8,.3'----------- DA TE: 5/12/2017 LICENSE EXP/RATION DA TE: 9/30/18 OWNER'S CERTIFICATE 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 STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTI TIGNER '1! (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENT AT/ON OF , THE SWPPP IN ACCORDANCE WITH THI:'. CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. 0511212017 a. THREE FffT OR MORE Ill HEIGHT AND ADJACENT TO A PUBLIC WILL OR STREET. b. ALL SLOPES 4 FEET OR MOR£ IN HEIGHT. 2. AREAS GRADED FJ_A TTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: _].:.: a. NOT SCHEDCLED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCt,f'TN~ WITHIN 60 DAYS OF ROUG/I GRADING. b. IDENTIF/t{') BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE T~ THE PUBLIC. c. HAVE AN\WECi(\L CONDITION IDENTIFIED BY TH£ CITY ENGINEER THAT '/IARR;INTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: '', 1. ALL SLOPES THA: ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TQ f:,GHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WA TERIN,G FROM QUICK COUPLERS/HOSE BIBS OR A, CONVENTIONAL SYSTEM OF '.OW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. ' b. GREATER 1f./AN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENT/ON4L SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS Tr/AN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PRO'IIDE /RR/GA TION TO THE Cl TY ENGINEER. TH£ PROPOSAL SHALL BE SPECIFIC REGARONG THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE TH£ PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROS££0£0 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. J lbs. PER /CRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER !CR£ OF ACHILLEA MILLEFOLIA e. 3 lbs. PER /CR£ OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g, ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS ~HERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN Fl>ING BACTERIA AND APPLIED DRY EITHER BY OR/LL/NG OR BROADCASTING BEFORE HYDROSEED/NG. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE ,JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG A TTACHEO TO, OR PRINTED ON 5A/D. CONTAINERS. j. NON-PHY.TO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH 4PPLIED. AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO 1f./E SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONS!,T/NG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPL/EC AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEOED SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALk/NG SLOPES STEEPER THAN 6: 1 b. HARROWING 'AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. . '' c. RIPPING .AREAS· THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. ..: 1, • _ _-i - 2. CONDITIONING TH[ SOILS SO THAT ,IT IS SUITABLE FOR PLANTING ·aY: . a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. _ b. THE ADDIT/0,V OF SOIL AMENDMENTS, PH ADJUSTMENT, LU\CHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. 6 PRIVATE STORM DRAIN PLAN 7 WATER ANO SEWER PLAN 8 DETAIL SHEET 9 ' I SWPPP TITLE SHEET 1r// EROSION CONTROL PLAN 111 OWN E;B/DEVELOPER LEGOLAND CALIFORNIA ·1 LEGOLANO DRIVE CARLSBAD, CA 92008 TEL. 760-9 I 8,5300 CO~ITACT: CHRIS BRZEZICKI PROJECT MANAGER EMAIL: CHRIS.BRZEZICKI@ MERLINENTERTAINMENTS.BIZ CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 4121 WESTERLY DRIVE, SUITE 112 NEWPORT BEACH, CA 92660 TEL: 949-825,5222 CONTACT: AARON ALBERTSON PRINCIPAL EMAIL: AALBERTSON@CDRWEST.COM SURVEYOR COMMERCIAL DEVELOPMENT RESOURCES 4121 WESTERLY PLACE #1-12 ",. NEVVPORT BEACH, CA 92660 CONT ACT: ROB RUSSELL TEL: 619.445.0110 PROJECT ADDRESS 1 LEGOLAND DRIVE CARLSBAD, CA 92008 DEVELOPER NAME: __ _,_/ ,..,FG"'o"-I,,ANwDL...CG"'Awllum.1LRwNt=IA ADDRESS: -~1~LE~G=0-I A~N~D~DR~l~VE __ CARLSBAD CA 92008 PHONE N0.:~7~6~0_-~91~8~-~5...,_30"'0,__ __ LEGAL DESCRIPTION TW TOP OF WALL FL FLOWLINE HP HIGH POINT TS TOP OF STEP BW BOTTOM OF STEP ARCHITECT ETHOS ARCHITECTURE ,4542 CREEKVIEW DR. LAGUNA HILLS, C./'\ 92653 lEL 949,412-3556 CONTACT: SCOTr HOLCOMB PRINCIPAL EMAIL: sco~n-,@ETHOSARCclCOM SOIL ENGINEER LEIGHTON AND ASSOCIATES, INC 3934 MURPHY CANYON ROAD, SUITE B205 S.\N DIEGO, CA 92123 TEL:· ,858-292,8030 O)NTACT: 'NILLIAM D. OLSON SOILS ENGINEER EIAAIL: OOLSON@LEIGHTONGROUP. COM lANDSCAPE ARCHITECT FIDGE LANDSCAPE ARCHITECTS 641 RESEARCH DRIVE, #200 IRVINE, CA926I3 TEL:949-387-1323 CONTACT: RO~ISTARK PRINCIPAL EMAIL: RON@RJDGELA.COM EARrHWORK QUANTITIES FILL: 1163 CY /WORT: XXX L.-:.: hH\ 0.f!!!!?IAL: m CY ci) EJPORF: 104 CY (WORST CASE DUE TO REMEDIAL GRADING. REMEDIAL GRADING SUBJECT TO CHANGE PER GEO TECHNICAL CONSUL TANT ON SITE DURING GRADING.) LOT 18 OF CARLSBAD TRACT 94-09, CARLSBA) RANCH UNITS 2 & J, MAP NO. 13408 PROJECT LOCATION ASSESSOR'S PARCEL NO. 211-100-09 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 250 £ 1677 SOfiGRETL SEAT VW1LL RETAINING WALL TFlENCH DRAIN " , I 6" STORM DRAIN 10" STOHM DRAIN 12" STORivl DRAIN EXISTING STORM DRAIN I 6'WATER LINE PER LAtmGChrE Pb~ PER SDRSD C,5 NA 6" SCH 40 PVC 1 O" SCH 40 PVC 12" SCH 40 PVC 6" WATEf1 MAIN - -SD---- -so---- --w---- EXISTING 8" WATER LINE 6wER~LA_·_rE_R_A_L~~---------~~---'---·-·-'-s====--~-~ EXISTING X" SEWER UNE 6" FIRE LINE EXISTING FIRE LINE 2" RECYCLED WATER LINE COMMUNICATION LINE FENCE LIGHT FIXTURE BOLLARD AFlEA DRAIN ATRIUM GRATE FIRE HYD~ANT BACKFLOW PREVENTOR LIMIT OF GRADING CUT SLOPE FILL SLOPE EXISTING MANHOLE EXISTING UTILITY BOX EXISTING TREE EXISTING LIGHT EXISTING RETAINING WALL PVC ' PER SEPARATE PLAN PER SEPARATE PLAN PER DETAIL 5, SHEET 8 PER CMWO W,12 PER CMWD W,20 PER CMWD W,22 --FW---- ---NW,---- -COMM---- --~x--- • -5i:::J ---0---- SOURCE OF TOPOGRAPHY :,:. TOTAL LOT AREA = Q 2Q Ar:RFS Y SH,OWlj. ON THESE PLANS WAS GENERA TED BY FIELD TOTAL DISTURBED AREA = 0.90 ACRES METHODS FROM INFORMATION GATH,RED ON MAY 10TH AND (THIS AREA INCLUDES BUT IS NOT LIMITED TO ih~ tr O;;jn 0F • ' Lf '\O':>l' 1. l 6' LF--'J.1...,-LP ' P13 LF \' Li' ~,-,~I~ 129 LF i TOPOGRAPH SURVEYING JUNE 20TH 2016, / DRAWINGS OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS . ~BUILT" C7i2 -=-~ \0/1711& ' CE AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION RCE 65513 EXP. 'I l!>o/ 19 DATE B LEGOLAND CALIFORNIA, PIRATE SdORES EXPANSION WORKER FOOT TRAFFIC, 'SOIL/GRAVEL PILES, UT/LIT' ' ' . Z IMPROVEMENT PL/INS FOR LEGO PRIVE, A PR/VA IE. ROAD TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED EJY Tl/£ CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. ·1 (P~11tE BELOW LINE) DATE £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROv10f A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. REFEREN DWG 390-4 DWG 333-2 DWG 333-2 CARLSBAD R SOP 96-14 Y GRADING PLANS .FOR LOTS 18 A~D 19 OF CT 94-09, ANCH, LEGOLAND CARLSBAD TOTAL REPLACED IMPERVIOUS AREA -R:;;111:.l 11 C12 SF ,' • ' /1)--;8--tf{ ' ' ,, ~; :, 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. T:-IE SITE SHALL 8£ 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 TH£ 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 --,ltl±-SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO, 501 9L AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. I. S:\Projectsl2,9j§\1~00~_Legoland2018_Carlsbad CA\Design\GP -01 -Title Sheet.dwg [_.• / ' ' I • I! Chris Brzezicki TYPE TC-32 RELEASED, POST-CONSTRUCTION BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? ~ STANDARD STORMWNER REQUIREMENTS ~ YES (SEE SWMP FOR DOCUMENTATION) PRIORITY PROJECT R[QUIREMENTS NO DESCRIPTION OWNERSHIP MAINTENANCE DWG NO. MAINTENANCE AGREEMENT FREQUENCY LEGOLAND REGIONAL PRIVATE BMP MAINTENANCE DWG 498-2C BIOFILTRATION BASIN AGREEMENT GR2017-0025 QUARTERLY LEGOLAND WA TERP ARK CLUSTER TOTAL PROPOSED IMPERVIOUS AREA - /0/,1/17 '2ilif /1\. 'D ... ,.,1~-r:t, .h-\~'Ef"S \ I),,,~ it S.' 1-, i \0 <;11_f.tT 11 \J011) ...... 1ofr/1~ ~, • RE.v ,~ 'E. t> G'll.Po1>1t-Cr 'Fool'tfl..\"17' I I 0 1NISEO ~\l.l'I.D11'1' ~oo..-i'P.IN..,. "'E""oVE~ ,-,_.,h'""'t> 1'-...,oV~-!io ' Oi~n.r.(,.1e;l'I. "'·•-u.l L..INE. Fool"1'1.IN"'I' R£v1un. U-i\AO,NU" "D-e:1.1,-.,t.o •1 A1..\l.,flM-·'-t_ (:,,p._A9H,, -'f'\ ~loll..., "'"'AIN. b..\.l f .. ~ ....... ,..~-r g_Vl~~" ~1W£t l,.L\lrN~~l'"f 10/1'}/1' " r,\' 1'EVt$"~ SH••T~ I .1 3 ' ".I.. "\' , -'" • I VIS O O~J,I!, ___ ,, A<-av.u ... -. _,....,...IL-r1'\/ O'"nUIA..., DATE INITIAL DATE INITIAL · DATE INITIAL ENGINEER OF WORK RE'IISION DESCRIPTION OTHER APPROVAL CITY APPROVAi \ \ .. -.. 24166 SF . I INSPECTOR DATF • I SH~ET I CITY OF CARLSBAD SHEETS ENGINEERING DEPs\RTM~Nr 10 GRADING PERMIT FOR: ' LEGOLAND -JD18 · DARK RIDE <?- GR20I7-001II TITLE SHEET DEV 2016-0029 I . ' , CDP 15,47 APPROVED: /l ,,, ' . JASON S. GELDERT /I /u !Al 5· IS, Z.01-'r Cl1Y FNGINE>ER RCE 63912 EXPIRFS 9/30/18 DATE . OWN BY: -:::3,:--PROJECT NO. DRAWING NO. CHKD BY: RVWO BY: SOP 16-24 501-9A ., I I en ~ r ~ ~"' rn O ,JOO ~ JJ C ~I~~ .-: JJ en ,1 ~ "' 1J • ,,: ► .,,J ~z . ,I z~ -,, C ,, ~I ~I rn o ,, ~rH :1 UJ "~ I !;Ji in I ~ j, 11 r I . ' ' \ .. Cl ll J::, ~ 2 (iJ 2 C s: ctJ m ll 101917 i I I I '. L_ 1 FDCAND PIV PROPOSED DCDA PER SEPARATE FIRE PLAN PROPOSED FDCAND PIV PER SEPARATE FIRE PLAN PROPOSED FIRE HYDRANT PER SEPARATE FIRE PLAN 183.24 FS ,/ DCDAAND ,·182.90TC ,.·¾ & /-'(182~~FS) .®-/ \, -~-· / ;~/~ · r< 4 \ /·' . CONNECTION. ~ , ___ ; // _,.--...... //,' 10,--_, 1 181.76TC ' , ., ' / .· .. ',' ' / / : " . ' !-' . ~~~~; ; : ' ' . ' 181.BDTC 181.30FS • ! (t81 .26 FS) . 2 CURB 177.50 FL EMERGENCY ~'-- SPILLWAY . . ev--r---177.53 EOC ;, 177.40 FL 177.93 TC 177.43 EOG 177.80 TC 177.30 FL END RIBBON GUTTER 176.91 TC 176.41 FS. ~ [IjCURB 175.33 TC 174.83'FS :~ . ' ., , .,. , B ··"w·~·:- ADA RAMP AND HANDRAIL DETAIL NOT TO SCALE / .36 FS· .oow·~ ·Ooo Yo \.,. ····-179.25 FS· 1 1 END STEM WALL 178.74 FS . 179.50DOOR .. . ' '. •. ' 4 ·--,._ i;> '-,:._ -· , ' 78.40 TW · .,1]7.72 FS. , .. , .... 177.40 FL X ', , 177.30' ,,, . .top PIEIGOi:'1C EAST EDGE .;,-✓,.,........._-._,.....,,._ {)P,A11' APP~ th . Rio~ {ff,f"'O;fp /j;::i. PROPOSED BUILDING FF~ 178.00 PAD~177.52 _ / ·-' ;;' J: 178.00 DOOR DEEPENED FOOTING-. 178.00 FF 1725Q FG , 4 SEE ARCH. PJNS FOR ENLARGEMENT 4 ~r"-"--RAMP T 'IL 13, ,,r--, • GRADING AN.dwg · , 177.00TG-LP . -178.00 FF 178.70 FS , BE\)IN 1' STEM WALL / / SEE SEPARATE PLAN FOR . FOUNDATION DETAILS OF, NEW BUILDING TO PROTECT EXISTING VAULT 178.oo·'FF 177.80TC 177.33 Fs'· 7 177.75 FS BEGIN /STEM WALL 177.72FS / 17800TC 17750TG / , 1 SITE WALL '"'"''"~"'w"' I '·. \l 177,;l;. /\ 1 GATE 1 " 177.90 FS Ll__'i 178.00 DOOR 178.68 FS 14" ,TEM '\VALL (178.84. FS) . CONCRETE STEP.' ·,. • 17~:46 BS (179.25 FS) 10 ' 10 (178.88 FS) MATCH / . (178.49 FS) o • ·. /'MATCH ,: 1 , !.. ,, --; -:: , .... ..:____ /3;,;, ' , 178.00 DOOR 15 .J ;;_, •17856TC o 177.72 FS < 1773~FS •\ ,1 • EXISJING VAULT,' SPHALT 4 ·· ·&: ,r77.6s FsI , 1 . 177.35 FS \ '' '/ / .-,-:. /-ft--~, --2-::;,_.,_ CONCRETE', PAVEMENT c (178.63 FS) MATCH -178.25 FS MATCH ,' ' .-'j PAD, AND HATQci. --' '·. -~·:,:::\ / (177.75 FSI ,.:~ ,,,,,, .. ;,,.,-, ,' • • , •• :. , •• _j Cy •••• , ~·:_·-:-.:_\ ) .. " ' , ' '; _._,._ ••.• r ......... . . [. . . ' ~ CONCRETE PATHWAY' CURB\ . , .--· - 10/4/2017 4ll¥- /.; '' ·, ' ~ / '-' ··• '-->;.., , ' \ ;'-.. -, '" -. ,, -·· .I .I -· ' , ' " ' ' • .I j ,, ,f,' ,:, ,, ,, 1 VAULTS I _, ....... -<:ZtE.t-· -'-? EXISTl~,G i-j7 WATER L'.J ,, 'lEATURE ,, ,, " , ... .. :::··:.::,_::i''-... ., ! \.\, , ;;.., ., ' ' ·, \(, . . , ' i / / / 1 CONCRETE ·PATHWAY :~~f~~Ql i / ;,: /t\ THIS sHe:El Rl=PlACES SHEET 2 APPROVED ON 5/12/2017 REVISED GRADIN6 FOOTPRINT REVISED BUJLDlN3. FOOTPRINT DELETED PRO POI ED BRIDGES, REDUCED QUEUE UNE FOOTPRINT, REVISED PATHWM AUGNMENT AND GRADING / EMERGENCY SP IL.WAY ADDED TO ACCESS ROAD. GRADING REVISED. PROPOSED BRJDGES REMOVED. USING EXISTJNG. NORTH MATCH LIUE LOCATION REVISED BACK OF BUILDIN3 AREA REVISED CONCRETE PAD riw OF Jorn BUILDING GRADING REVISED /o/r•IJA _{f\~f\/151'0 PrlL 1'S .-&~ll.-f DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION / ' / /::..,s,. / / ' ,, , \ ,_-, '• DATE INITIAL OTHER APPROVAL • -,1 ~,/ ~ ,; ' ,,,_ ~---< C:. ; -~ r'·'·" • r DATE -<'.~ INITIAL CHY APPROVAL CONSTRUCTION NOTES (i) CONSTRUCT CONCRETE PAVEMENT PER DETAIL I, SHEET 7. SEE LANDSCAPE PLANS FOR STAMP/COLOR/FINISH. CONSTRUCT 6" CONCRETE CURB PER DETAIL 2, 9-IEET 7 CONSTRUCT 4" AC OVER 8" AB ASPHALT PAVEMENT. CONSTRUCT BUILDING PER BUILDING PERMIT CONSTRUCT LANDSCAPING AREA PER LANDSCAPE PLANS CONSTRUCT RETAINING WALL PER SDRSD C-5. FOR CMU WALL OMIT MORTAR FROM VERTICAL JOINTS IN FIRST COURSE ABOVEFINISHED GRADE AT 2'-8" CENTERS FOR WEEP HOLES . 0 CONSTRUCT ARCHITECTURAL FEATURES PER BUILDING PERMIT. SEE ARCHITECTURAL PLANS 10 CONSTRUCT WATER/CREEK FEATURE AREA PER SEPARATE PERMIT. SEE ARCHITECTURAL PLANS COlsfffRUGT BRIDGE PER □Ulc61NG-t1PEctR1"lo'tt'',ITr--~- G3J CONSTRUCT FENCE PER SEPARATE LANDSCAPE PLANS. CONSTRUCT ADA ACCESSIBLE RAMP PER DETAILA ON THIS SHEET @ CONSTRUCT STEEL PROTECTIVE BOLLARD PER SDRSD DWG. NO. M-I6. CONSTRUCT OOliGRETE QUEUE u;,E. Flt,I3I I FER AFIOI IITEGFURAL FU,NG. GE[ 3FlccT 4 FOnQtJctJ!c'tlNc GRI\Dllm FlAN.ocE D,fl\lt 6, 3Hcrr·a:-, ----_/ CONSTRUCT I' WIDE VALLEY GUTTER PER DETAIL4, SHEET 8. INSTALL LIGHT FIXTURE AND BOLLARD PER SEPARATE ELECTRICAL PLANS. SEE SHEET E-1.1. COlc>ISTRI ICT r20" TAI I COl'ICRETE SFAT'IIIAI I PER I AI\IDSC'APF Pl AI\IS @ CONSTRUCT i" GRAVEL INFILL IN DESIGNATED ARcAS PER LANDSCAPE PLANS GQN&TR~GT GQNGRl'TI' STAIR&cf'INISl+Pl'R-~AL PLANS;:__:7 CONST CT CAI ~~~crc:AISSON AND TEEL D IGN PE STRUC URAL P NS. ,,---._, CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL 3, SHEET 8. CONSTRUCT STEM WALL PER SEPARATE STRUCTIJRAL PLANS DEMOLITION NOTES PROTECT IN PLACE ITEM NOTED REMOVE ITEMS AS NOTED RELOCATE ITEM AS NOTED ~ REMOVE TFIEE ~ A TEX S-TI✓o';;-1\~ NOTE: SEE LANDSCAPE PLANS FOR DEMOLITION NOTES REGARDING TREES ON SITE. C 1 0 O 1 0 ' ~-l~- GRAPHJC SCALE SCALE: 1"= /0' "AS BUil T" , _J ,_/\y / . _C) RCE "551~ EXP. 91?.o/ 15 1ojt7,uf8 DATE RE~:~t-f/ 4, ,;-./, ,,,,f lo-so-tr • INSPECTOR I , DATE , I SH~ET I ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT 0 GRADING PERMIT FOR: LEGO LAND -JD18 -DARK RIDE GR 2017-00111 GRADING PLAN A DEV 2016-0029 I ,I _L\ I CDP 16-47 APPROVED. u • JASON SiLDERT 9/3J/18 f T~ h., /:../VI, CITY ENGINEER JRCE 63912 EXPIRES OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ~ 501-9A , RVWD BY: SOP 16-24 101917 ' Cl :0 ~ -2 (j) 2 C: ~ CJ m :0 CJ :0 ~ 2 (j) 2 C: ~ CJ m :0 . I l I, i ,, ' , ',' _: " " " ,',' " i 176,91 TC 176.41 FS 1 ~ 2 CURB 175.33 TC' 174,83FS ; • ASPHALT \ .. -··· PAVE~f,NT'fri 03TC (171.31 FS) (171,03 FS),' · _/,, '' ' 176 55 TC FS 176 22 FS ASPHALT PAVEMENT TOP PIEAC,ONC WEST EDGE /CONG EAST EDGE ' 178.00 DOOR 17.8,00 'FF., 177,QO FG DEEPEN . : , FOOT\N ···-. 178,00 FF@ · .,_ 174A6FG - °""""~ fAO lh>PQ> Po~ rt£!' E ,;i~;,~/'1T -,v, 2: ,, -~---11 178,00 FF '·-... 178,00 FS@ 172,50 FG / / /··· o I .... 1 ' ' '·---.. } DEEPENED FOOTING---- 178,00 FF 172,5() FG ·---.. ······-··-·-··-.... J\ ··--.... ~---e;.' 168,64 TC :·• (168.14 FS) ---; ,' \_ •,, '' \\ .\'· \\ I" , " "' /N /Ir,' ,,,,. 1'i/ //) /-// ".///.,.' ' " ,,1, " ' ADA RAMP AND HANDRAIL DETAIL A NOT TO SCALE '4 , SEE ARCH. P NS FOR ENLARGEfylENT OF RAMP. DETAIL 13, SHEET A-4,4 169.25 TC (168.75 TG) (167 ~5 \NV) S:\Projec s 16\16005 leqoland2018_ Carlsbad CA\Design\REDESIGN\Grading Plans Delta 1\D1 -03 -GRADING PLAN.dwg / SEE SEPARATE PLAN FOR r"'/~§1 A-. FOUNDATION DETAILS OF. , 'Ci Ci;,. NEW BUILDING TO C> PROTECT EXISTING VAUL " . . ' , , , , ... 178.00·FF / / / . , ., / / -/····· .. --.... ,,_ ' \ · .. , EXISTING VA\JLT,' • ' • - PAD, AND HATQH ,_, .,.,/_ -~ 11'3::Jinc _ (1]2,80FS) ----- EXISTING SHRUBS, VINES, 1 AND GROUND(;OVER /;· / / 175,54 TC• (175,04 FSJ ' ,' .::;-'-,~ , ' ' , (17425 FS) 178,25FS MATCH , : ' . , CONG. 2 -/;.-• If/ELL OPOSED ;,, ' ._ .. ' ' --7'1;'~~~-' ; , , , , ,---_ ANDPIPE NO,J 7 ; : '. : '. : : : '. '. >:-. _ E;R SEPARATE \\ · FIRE PLAN ' " " \\ EXISTI I\() [iJ -_-_ WATER /, ' ' , ...... , ... , .. , \'.\~ '. ~ : : :·\_:-'??~1:~< 'i,fEATUFE ,, : EX;~Tll~G GRADIN -BRIDGE 2 _ EXISTING --WATER FEATURE / °"', \. EXISTING SHRUBS, VINES, AND GROUN,DCOVER ' EXISTING WATEA 1 FEATURE • V /, CONSTRUCTION NOTES G), CONSTRUCT CONCRETE PAVEMENT PER DETAIL\, SHEET 7, SEE LANDSCAPE PLANS FOR STAMP/COLOR/FINISH. CONSTRUCT 6" CONCRETE CURB PER DETAIL 2, SHEET 7 CONSTRUCT 4" AC OVER 8" AB ASPHALT PAVEMENT, CONSTRUCT BUILDING PER BUILDING PERMIT CONSTRUCT LANDSCAPING AREA PER LANDSCAPE PLANS CONSTRUCT RETAINING WALL PER SDRSD C-5, FOR CMU WALL OMIT MORTAR FROM VERTICAL JOINTS IN FlflST COURSE ABOl/c FINISHED GflADE AT 2'-8" CENTERS FOR WEEP HOLES . -'- "' 0 '· > CONSTRUCT ARCHITECTURAL FEATURES PER BUILDING PERMIT, SEE ARCHITECTURAL PLANS ·,,_', '~--® CONSTRUCT WATER/CREEK FEATURE AREA PER SEPARATE PERMIT. SEE , ARCHITECTUR P ,_I' /\1 -_,-_-, --©--6-8&rBRl0GE-PER-BUIWING-PERM ~ 10 CONSTRUCT FENCE PER SEPARATE LANDSCAPE PLANS, QJ) CONSTRUCT ADA ACCESSIBLE RAMP PER DETAL A ON THIS SHEET @ ONSTR CT STEEc PROTEC IVE BOL[ARD PER SDRSD G, NO. -16. \\ I ~-EU[ Ll,"I[, rn110H-PffiARGHl1EGRJRAb-PbAN8'-eE~ ',ol IEET 1 FOn OtleUE LL"IE GRADING-PbAN.SEe-JJE-l'Alb-6,eHEIT-!!c------;t / '@ 6i)NSTRUCT 1' WID~AL 4, SH ET 8, '----_., @ INSJALL LIGHT FIXTURE AND BOLLARD PER SEPARATE ELECTRICAL PLANS. SEE SHEEl E-U @--~~~1~·t~I ICT 2fl" TALL coucgE.T-5-SEATIAIAI I PER I /j.~IDSCAPE Pl ADIS @ CONSTRUCT l" GRAVEL INFILL IN DESIGNATED AREAS PER LANDSCAPE PLANS @-' GOHSfRUCT COlsCRETE STAIRS, FINIS\ I PER ARCI ll'fECTURAL PLA1'8 CONSTRUCT CAISSON SUPPORTS FOR CRANE PAIL AND BUILDING. CAISSON AND STEEL DESIGN PER STRUCTURAL PLANS, v----- CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTE, PER DETAIL 3, SHEET 8, CONSTRUCT STEM WALL PER SEPARATE STRUCTURAL PLANS DEMOLITION NOTES 1 EXISTING ~---, PAVEMENT [iJ PRD1ECT IN PLACE ITEM NOTED AND ,_ ATTRm1~\~:N ,,, [I] REMOVE ITEMS AS NOTED 17$.91 TC (1Z5A1 FS) EXISTING _:;) -~-,,-~.__lS~rJ~RJ:IUB!j;S~. V~l~NE=s~, ~ 1 AND'GROUNDCOVER ~ITEM AS NOTED . 8] PROTECT TRE • • • EXISTING SHRUBS, VINES, 1 AND GROUNDCGVER / 6 SAWCUT EXISTING PAVEMENT NOTE: SEE ),J\NDSCAPE PLANS FOR DEMOLITION hOTES REGARDING TREES ON SITE. 10 ~ 0 I ---GRAPHIC SCALE SCALE: 1"= 10' "AS BUILT" RCE (.,55 I'! EXP. 20 ! l~bp'.6 DATE /t)-Jl)-f;f' DATE INSPECTOR 7 ,-r1=0/=4/_2 __ 0_,--,~:?JE.:_!!r_-:-_,,_-1_"11\==TH=IS=S=H=EE=T-1--E=PLJ\=C=E=S=SH=E-E=T=3=Af'=P=RO=V=ED=O=N=5-i-12=i2=01=1================/=,,,·,=''"_._•,i=..i.==I=~==,==rI-S-H3E_E_T_I ~~c-;~1-;T-;Y~~~o;;;-~F-;~ci·~A~~R-;~L~~s-:~-B;;;-~A~~D~-=.-~----, REVISED GRADlNGFOOTPRINT REVISED BUILDINGFOOTPRINT ENGINEERING DEPARTMEIIT _ Q , _ DELETED PROPOS£D BRIDGES, REDUCED QUEUE LINE FOOTPFUNT, REVISED PATHWAYALIGNMENT AND GRADING PROPOSED BR!DGlS REMOVED. USING EXISTING. HILLSIDE SOUTH C: QUEUE LINE GRADING REVISED SOUTH MATCt-! LIN: LOCATION REVISED DATE INITIAL DATE INITIAL ENGINEER OF WORK FEVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GRADING PERMIT FOR: LEGO LAND -JD18 c DARK RIDE GR 2017-00111 ,:_-GRADING PLAN B DEV2016-0029z±JII -_ ICDP16-47 APPROVED: 1// r ,,,/_,/I JASON S. ELPERT_ _____ _.,,,..,..,...:__J,_L___.,.,Ar.,__::_, v v.,_· ____ c__-.,,_ '$! '2 -·'"' CITY ENGINE~R RCE 63912 EXPIRES 9/3C/1B DATE' OWNBY: --~-- CHKD BY:UJ,,-__ RVWD BY: PROJECT NO, SOP 16-24 DRAWING NO. 501-9A l-i g 3 D D J ~ i • 0 : l l . I I ' :I I 2 G) 2 C s: llJ m :0 CJ :0 ~ 2 G) 2 C s: llJ m :0 CJ w! a~ ~ ~ 0 ~ J t\' ( ,, / / 'i '¼~~~ci_-kU~~'t>,. ., l~'l"' ., ~'+'77'!;;]: ·\.., CONSTRUCT RETAINl~fG WALL PER SDRSD C-5 177,67 TW I7I.67FG ' 177.50 lW 171.50 FG j · 6 STEPS I , ?6" RISERS.'--..-...,. I i 170,09 !~ 1 170.00 FL 169,00 FL 174,42 TW/FS 168.42 FG ,y ~j' ~ r_qp ) i , l77,50TW ·175.25 FG 117.42 TS 177.80 FS 174.42 : 174.47 FS (167 87 FF) 167,20 FG,, ... , i CONSTRUCT RETAINING WALL PER SDRSD C-5 166.88 FL 172.40 FS 168,00 FG 172,14 FS 167,90 FG GREEN SCREEN PER SEPARATE LANDSCAPE PLANS ________ _fj RAILl~IG DESIGN PER SEPARATE ARCHECTURAL PLANS . 171.50 TS. + 167.37 FS ·167,20 FG . I.. ..,((167 61 ~S) ·---. I (167,50 FS) t ·····., ....•. ·. 'V ~ / _1 ; ,' . ' •. : .' . 'i ; ··-"•-.,~ 167 05 FL 167,00 FL 172,13TC 171.63 FS 171,68 T 169,0 <'%,wAX ',v w 167.50. BS 'V FS 174 73 TC 174,23 TG 173.34 FS <'% MAX V1/\/01/\/G 173.34 FS ·1,73,39 FS 'V 72.89 TW/FS 170,14 'V 0 ~ = '¥ +~ + ,\ I 'V -j. 'V j '"' (169,00 IC) . 171,60 TG (16EL50 FS) / 1/+ "' (I68JI TC) (168,21 FS) /.\ 1/ + 'V '¼ S:\Projects\2016\16005_Legoland2018_Carlsbad CA\Design\GP • 03 -GRADING PLAN,-Queue l_ine,dwg * (D "l "' N •✓ 172.10 DF/FG. 178.00 FF I 178,00" \ FS "' 178.00 FS 174,14 FS ====s:;:;;;:::~-+ Kl ,-,_·. "f >.I/ ,, (169,15 TC) (168,65 FS) (169,21 TC) (168.71 FS) 178.00 DOOR 178.00 FS 176,17 ; RAMP 13 k ~ 176,50 FS 176.47 FS RAMP I 811 WIDE (3-1/ ' AILING ENCROACHMENT) 176.08· IFS 176.17 FS (170,00 TC) (169.50 FSJ-i\x : -----/ -. ----._____,..l_____::: X ---, 176,30 ,.FS · L\ 176.76 TC 176,26 FS 176,20 FS 176,67 TC .176.17 FS <ti FS 'V 'V 176.10 TW/FS <J <J ,j 176.58 FS ,j <J • 176,68 TC 176.18FS ,j 176,34 FS <J 176,17 FS . <J "\. LJ 17608 FS ,j 176,04 FL L} ,j <J L\ 176.17 FS 176,60 TC 176,10FS . <J <J \ '"' 173.10 FG + w W, 7 .03 TV\/FS x~~"'+;.. 172.50 FG w; + ,. ,v 7 ,y50FG ,,,. \ '"" ; ,v J_,:': ·j,/ ✓;/176.15 TW/FS 173.00 FG 7Li0 TC) ' 70.o0 FS) ' /s /r1/,tf,1 c:;zlif '" bELoTr: . . DATE INITIAL / ~.; T" 1 S' ; .'L] hi / ; ,j <J ,CJ Zl ,j 176.69 TC 176,19FS I 177,02 Tl 176,52 F: ,j <J L] L\ <J <J t. "¥ 17 .0 <l 17623 TC 175,73 FS ·'-. <J ,j v \/ '/.. ------ -·f. <: (172,00 TC) ~ ~: (171,50 FS) ,<· , 1 CO°NSTRUCT RETAINING WALl' PER SORSD C·5 ., ' ,,, ':>\\££T 111/d i:J ' . DATE INITIAL DATE <$L INITIAL ENGINEER OF WORK REVISION DFSCRIPTION OTHER APPROVAL CITf APPROVAL 5 0 10 ""-! GRAPHIC SCALE SCALE: 1" == 5' .. "AS BUILT" . ,i , _,-I ,,, 10/11µ6 ( ✓-j'/ '{ F - /, 5513 9 llo/19 . DATE I RCE EXP, " REI/Ip~ it v1 WI !()-'r.()-tt INSPECTOR I DATE , w I SH~ET I CITY OF CARLSBAD ENGINEERING DEPART~IENT 0 GRADING PERMIT FOR: LEGOLAND -JD18 -DARK RIDE GR20I7-001II QUEUE LINE GRADING PLAN DEV 2016-00291 .. ' !COP 16-47 APPROVED: a. j Ji I I I JASON S, GELDERT ..... ,1.A 5 ·I$: lfl. 1-7' CITY ENGINEER RCE 63912 EXPIRES 930/18 DATE OWN BY: (-/~ PROJECT NO, DRAWING NO, SOP 16-24 501-9A CHKD BY: RVWD BY: ' i , ,:'-' :...=o--.---- ' I I I ' I 't I I ' I ! I ll ! I ; ,, ' I I ' I . ' ' . ; ' C, I 2 G) 2 C s: to m :0 C, :0 ~ 2 Gl 2 C s: to m :0 I ' ,_ j 190 185 180 175 170 165 160 155 195 190 185 180 175 170 165 160 S·\Proiecls\2016\16005 l.e~oland2018 .Carlsbad CAIDesiQn\REDESIGN\Gradinq Plans Delta 1101 • 05 -GRADING SECTIONS.dwg EXISTING GRADE . H:i9:9oTC 169.40 FS PROPOSED STRUCTURE ALIGNMENT -A-A HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=1 O' PROPOSED: STRUCTURE[ PROPOSED STRUCTURE ) 78.00 FF 178.00 FF 177.05 FG 176.02 FS 175.91 FG .. f/odff's '---~.,.....----- ' .. , ·-···''"-. 176.37 FS !28.3' EXTENDED .FOOTltlG 18.5' 20.1'. OU~UELINE.. · t9:•J' 176.52 FG 176.51 FS (176.24 FG)1 . . !-......_ i. ..... --~ - 27.1' 27.7' .. ;PROPOSED AND : :EXISTING PATHWAY.S !SEPARATED BY EXISTING GRADE 'cONcREiEsTE-P--+-----······••·•••··•··•··••··.· .. · ___[_ ••.. __ _ >-P ___ ......,_~, ---i---i------+--,---->----12-.-3'__, LS --15.7' BUILDING ATHWAY LANDSCAPE HARDSCAPE BUI.LCING •ro 9' EXISTING -'->-_B_U_I_LD_I_NG ___ ,___,,,__---< 9.8' SIDEWALK ... WATER FEATURE 6.0' EXISTI. G SIDEWALK SIDEWALK 190 185 180 175 170 165 160 155 1+00 1+25 1+50 1+ 5 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 l+OO 4+25 4+50 ······················· ··· JD18 ATTRACTION· STRUCTURE PER SEAPRATE PLAN 177.71 FG, 178.04 TC --~1~77~.2=0~T~Cc;-. · 177c54·FS···· 176.70 FS, "-. ' DETACHED ATfRACTION . STRUCTURE PER SEAPRATE PLAN 178.CJO FF ALIGNMENT -B-B HORZ. SCALE: 1"=20' VERT. SCALE: 1"=10' EDGE OF WATER 176.50 FS 195 190 185 180 --1---~ "'~~---· ~ .. .EXISTING.... ·-·- GRADE ,-·:.::.:=•--1-""'1S'==saj,~'\" ··-·f-----;;---;;,,--.. -·-·--,,;,. ....... ;..----"-;_; ..... -,,_ .. :.::.::._ -~h .. ·:,::;:.o _,,. ---~"-~t"-',....·-~--____ ..... ------------············--··· .. ··········--·-----··--···· ,7.1' 10·3·~--,a,2· .. "'~;;/ ,......... ---l =:j. 175 170 f.-.----11'-' ,=LS=-+------;-----BU~~D~~G +---------;------+---V:}-iiR >-Ls_>-+-1-6-.5-, _,__ Fi~i~E E:J(ISTINl3 ExfJi;~G --····· ·········' ·· · ··········· 13.8' .... FEATURE CONCRETE PER PATrJWAY . WATER AC PAVEMENT PATHWAY LANDSCAPE 13_0, FEATURE P NS 165 160 1+25 1 +50 1 + 75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 10/4/2017 ,aa.-/1\ TH!S SHEElREPLACES SHEET 5 APPROVED ON 5/i2/2017 CROSS SECTIONS REVISED TO REFLECT CHANGES ON GRADING PLANS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL / "AS BUILT" ----/' /l c_ __..-->10/t1! re / ~ I ----~ ' RCE b 55 I"> EXP. 'l/1-,11'1 DATE REVIEWED~ .~L. ~d/4 h' ,,; /!)-}6-lq tNsJSECTOR I DATE . told,,. --<\A, , I SH~ET I CITY OF CARLSBAD ~ • • ENGINEERING DEPARTME~T 0 GRADING PERMIT FOR: LEGOLAND -JD18-DARK RIDE GR 2017-00111 /l GRADING SECTIONS DEV 2016-0029 I A , I CDP 16-47 APPROVED: (,I " . . JASON S.. EL~ERT ,I I _..V-;,, ID 'l 7n1:/- CITY ENGINEER /RCE 63912 EXPIRES 9/31)/18 DITTE' DWN BY: PROJECT NO. DRAWINGNQ, DATE INITIAL CHKD BY: lJ"' CITY APPROVAL RVWD BY: SDP 16-24 501-9A .. I ~ /l 0 ,~~ ~ 0 =i El C -m~ !i :0 "~ !R ·o • ~ ,. ;3~2 ~z~ ~ ~ ~ rnI ,;; !Bil i gi·m ,~1 I ~ I "" "' ~ " 0 I JJ jJ mo u~o ~~c ~;~ m ~ • ~p J~Z ~z~ oc •~I g mo ~ 9:lrt1 ~ rn-1~1 "' ~ CJ lJ ~ 2 G) 2 C: s: DJ m lJ CJ ::0 ~ -2 G) 2 C: s DJ m lJ CJ lJ ~ 2 G) 2 C: s DJ m JJ. : ! f /' ,;j I / ,,, ,:r-···---·-···-···-1:s - / ,/ ! ,,; a /' I / ' ,;J ,/ I / I I ''. '·, 172,35 - INV ' ------·--'<,-;:!.,,,.·, .. ~---· .~ '"'"•··"·•·••._,, ,/ " I h // ,, I I I S:\Proiects\2016116005 Leqoland2018 Carlsbad CA\Desiqn\REDESIGN\Grading Plans Delta 1101. 06 • Storm Drain Plan.dv.g 170,74 INV ' ! 170,03 INV / c:~-,.~ '"-'-·•' '~ 4 !i .•.. H ii ii ii ii ,i )\ ~-.onss,o,y1 . I ~ ~-ALqc-~k '() ,?/'\ ,;, ti'\~ ~ ~ o·" "" C65513 z~ ~/JO/if!) (" CIVl1 !lP-Utl'i IV 10/4/2017 qJF /1\ THIS SHEEl REPLACES SHEET 6 APPROVED ON 5/12/2017 STORM DRAIN ALGNMENT REVISED. ROOF DRAINAGE Ci.ND BACK OF BUILDING DRAINAGE CONNECTED TO EXISTING STORMJRAI_N STUB OUT (VERIFIED). SOUTH SITE DRAJNAGE CONVEYED TO AFEA DRAINS AfJD CATCH BASINS TO STUB OUTS UNDEf EXISTING PATHWAY. 24'' X 24" CONCREfE CATCH BASIN ADDED. STORM DRAIN CL:ANOUTS ADDED, REVISED BUJLDINa AND GRADING FOOTPRINT. 10/111/P. In',. Jl.f.V\:S i:D PEIi.. A"" .... .._,L.,. NOTI' DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL & ,.,s,~ , ' DATE PRIVATE STORM DRAIN CONSTRUCTION NOTES @ INSTALL 6" SCHEDULE 40 PVC STORM DRAIN PIPE @ INSTALL 10" SCHEDULE 40 PVC STORM DRAIN PIPE @ INSTALL 12" SCHEDULE 40 PVC STORM DRAIN PIPE @) CONNECT TO EXISTING STORM DRAIN LINE STUB-OUT C T s R @) CAP EXISTING STORM DRAIN AREA DRAINS, A ETAIL 5, SHEET 8 @) INSTALL 12" x 12" TRAFFIC RATED DRAINBOX PER DETAIL 6, SHEET 8 OR APPROVED EQUIVALENT @ § @ @ 1 § § @ @ @ 0 INSTALL WYE CONNECTION INSTALL DOUBLE WYE CONNECTION INSTALL PVC SCH. 40 45° BEND INSTALL PVC SCH 40 90" BEND CONNECT TO EXISTINO BOX CATCH BASIN NSTALL 6 -5/8" WID NDS DURA SLOPE HANNEL RENCH D AIN MOD L DS-106, WITH LIGHT TRAFFIC RATED GRATE MODEL DS-663, 670 OR EQUIVALENT, INSTALL PVC SCH. 40 22.5" BEND INSTALL KRISTAR 24' X 24" CONCF1ETE CATCH BASIN PER DETAIL 6, SHEET 8. INSTALL STORM DRAIN CLEANOUT PER DETAIL 8, SHEET 8, INSTALL PVC SCH.40 ·1 1.25 ° BENO INSTALL 3" ROOF OVERFLOW DRAIN_ SEE ARCHITECTURAL PLANS FOR DETAILS, OVERFLOW DRAIN TO BE DISCHARGED 6" ~IN, ABOVE FINISHED SURFAC NOTE: ALL STORM DRAIN IS TO BE INSTALLED AT A 2% MINIMUM SLOPE. DESIGN IS AT 2% UNLESS NOTED OTHERWISE ON PLAN GENERAL NOTES I. ALL COMMUNICATION, ELECTRICAL, IRRIGATION, ANO GAS CONSTRUCTION NOTES ON THIS PLAN ARE FOR REFERENCE ONLY. FINAL DESIGN ARE PER SEPARATE PLANS. 2, UTILITY PIPE TRENCHING TO BE CONSTRUCTED PER DETAIL 7, SHEET 8 3, CONTRACTOR TO VERIFY ALL EXISTING UTILITIES ANDAND GRADES, CONTRACTOFI TO NOTIFY THE ENGINEER IF THEFlE IS A DISCREPANCY BE1WEEN THE FIELD AND THE ITEMS SHOWN ON THE PLAN. ,,-----,----.....---...-----------f>.1-'-5To!L,.,,_ \'.)l>-,0.1rl AN'0 ~'-INIIL V'f\:5 ' .. i.,. "'t-'-lit> fflL- rrn.cJO.w• •I: r10-rrt, 20 0 ~ I -20 I GRAPHIC SCALE SCALE· 1"= 20' 40 I "? BUILT" ~~L,/ (o/r,./48 L~ RCE 1:,551) EXP. 'l l'!>o/ 19 DATE R#~A, /1)-~-I&" INSPECTOR / DATE ~,,. ' I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 GRADING PERMIT FOR: LEGOLAND -JD18 -DARK RIDE GR 2017-0011 I PRIVATE STORM DRAIN PLAN : DEV 2016·0029 I /I ,. GDP 16-47 APPROVED: fl r; -JASON S. lEh.ERT .A • lu /II~ U/r CITY ENGINEER /RCE 9/3]/18 DATiJ 63912 EXPIRES OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: VT. CrTY APPHOVAL RVWD BY: SOP 16-24 501-9A I l I I I I l I I I I I I p I I I I 101917 CJ ll l> ~ 2 G) 2 C: s: m ll CJ :a ~ 2 G) 2 C: s: m ll : j I SEE _@DCDA @FDC'SAND F-1"-E w,., Ee.:IL+---Plv ..... ·s, /H 3.,.,c, No"T"£5'; lc;,1 11 1 i'l..1 l~. SUA-.,.r£ APPAo-40 1 EXISTING DCDA r:.7 RECYCLED L..'..JwATER LINE (165.26 RIM) S4 84 165.26 RIM i\ Tt:R. I T 1NSTA'-'-I. fu 2 LINE : GAS 1 LINE OJ 4" SEWER c· ~/ OJ ELECTRICAL ,, LINE Ii ii ,;;-iEXISTING FIRE L'.'.JHYDRANT OJ RECYCLED WATER LINE ,I ' ' / I ' .{ <t I ' ' ' ' ff ;; !/ I I / . I ;--· ;-" ' : ... - 164.00 INV (+6364 INV S3 ,;;-i IRRIGATION L'.'.J LINE L1 168.75 INV S:\Proiects\2016\16005. Legoland2018, Carlsbad CA\Design\REDESIGN\Grading Plans Delta 1\D1 -07 -Utility Plan.dwg S2 172.00 INV . ._ _______ f';jt .. ··--·······- ·ui.;' • ,;\ ~'?-Qt £S S/o"I . -~ :.. )t., Al;j~ ~q,.~ ..P.,..-;{;, ~J ,]i ~ ;;_;:;/1 :t ~ d, 10/4/2017 r/'J/ / I\ THIS SHEET ;1EPLACES SHEET 7 APPROVED ON 5/12/2017. SEWER POC TO BULDING AND SEWER ALIGNMENT RELOCATED. BUILDING AND GR.IDING FOOTPR!NT REVISED. UNDERGROUND FllE LINES ADDED FOR REFERENCE ONLY. PER SEPARATE PERMIT WATER BFP ADDEC W/ 3" LINE TO BUILDING. 10/1:f/tl l"L, Ft.EVt!.10 ~--A,~ .. '&'4\" -,c DATE INITIAL DATE INITIAL ENGINEER OF WORK R:VISION DESCRIPTION OTHER APPROVAL lin/1/1!1. I I DATE PRIVATE WATER CONSTRUCTION NOTES ~ INSTALL 6" PVC WATER MAIN @ CONNECT TO EXISTING WATER MAIN @ CONNECT TO PROPOSED BUILDING W4 REMOVE EXISTING WATER MAIN @ INSTALL 3" BACKFLOW PREVENTOR PER SEPARATE PERMIT. SEE MEP PLANS, SHEET P.12 FOR SPECIFICATIONS. @ INSTALL 3" PVC WATER LINE TO CONNECT TO PROPOSED BUILDING. & PRIVATE FIRE WATER CONSTRUCTION NOTES @ INSTALL FIRE LINE AND OTHER FIRE EQUIPMENT PER SEPARATE FIRE PLAN AND PERMIT FROM FIRE DEPARTMENT . PRIVATE SEWER CONSTRUCTIO~J NOTES INSTALL 4" PVC SEWER LATERAL CONNECT TO PROPOSED BUILDING CONNECT TO EXISTING SEWER MAIN EXISTING PRIVATE SEWER MANHOLES. OUR PROPO~ED SEWER FIXTURES ARE HIGHER THAN THE NEAREST EXISTING MANHOLE COVERS. RIM ELEVATIONS REFERENCED FROM LEGOLAND PIRATE ISLAND ATTRACTION AS-BUILT DRAWINGS SHEET C-002. RIM ELEVATIONS OF UPSTRE SEWER NHOLES. BE VERIF IN THE LO. .----, INSTALL SEWER CLEANOUT PER DETAIL 8, SHEET 8. INSTALL PVC 11.25" BEND RELOCATE 8" SEWER CLEANOUT AND 2" BACKWASH LINE TO LANDSCAPE ISLAND AND RECONNECT TO VAULT WIIH MINIMUM 3' OF COVER FROM FINISHED SURFACE. @ INSTALL PVC 45' BENO @ INSTALL 4" PVC SCH. 40 WYE CONNECTION PRIVATE IRRIGATION CONSTRUCTION NOTES @ INSTALL RECYCLED WATER LINE PER SEPARATE LANDSCAPING PLANS. @ CONNECT TO EXISTING LINE NOTE: ALL RECYCLED WATER LINES RUNNING PARALLEL WITHIN 10' OF POTABLE WATER LINES MUST BE SLEEVED. COMMUNICATION CONSTRUCTION NOTES RELOGA+E EXIS=mJG co~.~MU~IIG'\TIOPI LIPlE PER SEP/\Rl\f[ PERMIT INSTALL NEW COMMUNICATION LINE TO PROPOSED 3ERVER FlOOM FROM EXISTING COMM. MANHOLE. PER SEPARATE PERMIT. SEE ELECTRICAL PLANS. ELECTRICAL CONSTRUCTIO @ INSTALL ELECTRICAL LINE PER SEPARATE PERMIT @ INSTALL SWITCHBOARD AND TRANSFORMER PER SEPARATE PERMIT @ INSTALL PIV SWITCH PER SEPARATE PERMIT @ INSTALL GENERATOR PEFl SEPARATE PERMIT NOTE: SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. SHEET E-1.0. GAS CONSTRUCTION NOTES @ RELOCATE GAS LINE PER SEPARATE PERMIT DEMOLITION NOTES OJ PROTECT IN PLACE II] REMOVE [I] RELOCATE ITEM III RELOCATED FIRE HYDRANT GENERAL NOTES I. ALL COMMUNICATION, ELECTRICAL, IRRIGATION, AND G~S CONSTRUCTION NOTES ON THIS PLAN ARE FOR REFERENCE ONLY, FINAL DESIGN ARE PEfl SEPARATE PLANS. PLUMBING (MEP): (PU.I -P.1-4) ELECTRICAL: (E-0.0 -E-5.1) LANDSCAPE (RW): (L-1 -L-24) 2. UTILITY PIPE TRENCHING TO BE CONSTRUCTED PER DElAIL 7, SHEET 8 3. 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 RECYCLED WATER METER INFORMATION WATER METER STATIC PRESSURE MAXIMUM SYSTEM DEMAND 20 4" 104 PSI 18 GPM 0 20 GRAPHIC SCALE SCALE: 1"= 20' "AS BUILT" 40 ffi v--/ l,. ;' -10/rf/te __,> RCE 1,55 I~ ~ I:~• 111 EXP. DATE RE;~-1 , ~f(,; 18-:StJ~tf INSPECTOR DATE ~, I SH;ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 GRADING PERMIT FOR: LEGOLAND -JD18-DARK RIDE GR 2017-0011 I WATER AND SEWER PLAN DEV 2016-0029 I A fl ' I CDP 16-47 APPROVED: (I._~ V .. ' I I JASON ;;,.'fi:.7DERT / . ,, uJ:/- CIT/ ENGINEER /RCE 63912 EXPIRES 9/30;18 Dlln' DWN BY: "1'/... PROJECT NO. DRAWING NO. INITIAL CHKD BY: CITY APPROVAL RVWD BY: SOP 16-24 501-9A r en J> ll CJ 0 I JJ jJ :0 mo § •□o ~ De; g~~ ;;w m -0 • 2 ~J> (j) ,~z ~z~ 2 ~ ~ amI C ~ ~~ s: ~ Ol ffl " ~,:: ca I 13 ffi m :0 I ~ I I I I I I I I I I,? ~ (') 0 CJ , JJ~ :0 mo § g □o 3~c ~ :n@ ~~ 2 m -o • ~ J> (j) ~~z e~ 2 :i~:r: C ~mo m -0 s: "Dm ~ rn· i~i ca m :0 en I ~ I I I I I I I I I en ~ CJ I :0 i5 :0 ~ ['I 8 ~-a, ;c -~ j ~en --0 • 2 ~ ,. (j) j,!Jz oe~ 2 ~~I C ~mo "D;\I s: iffl" 1~1 ca m :0 -m I ~ I I ' ll I I I I I 101917 I ~ (') 0 I~~ joo ...... ~c ii~@ ~~ 0 m -0 • ~J> -• c'lz ~z~ ~ iJ C ~~I 0 mD ... :n ~ ;\ m-" ~ <: ,~i m ~ I : I $:\Projects . I I I ~ Jlj ~ " i, ~ ~ lli ~ " ~ ~ z ~ ,. '~ /j i " ~ w ~ 8 ~ w ~ ~ A PJPE. OP ~. •lij(tJ¢cff .'fli.1.rirf JN PJPt ... fo!·rn: ·A Uij11(P .. IIEM "'"' ·MAX. 6 9 ..... 12 ' • DESCRIPTION B.EDDINU ANP BACKF'IU. MA lERlA~ TYPICAL TRE;NQH SECTION ·wlTH OiMENSION$ ANQ CQMPACT.!ON ZONES ....... l«'ll;IDL I P/4 ..IN P,A',l(Ji: MEI<:., 1RP,-!~i:f ~c,Nf, SljAU:: ai i;®PN'.?I;;'.lt.J.Q. 9£%J.j!!:I, ~p s,At.lj SP,C owd P.V,G.PIPE PIPEZONE REV: Arrrwvrn: DATE CITY OF CA.R.Ll,BAD PIPE fiEDD!NG AND TRENCH BACKFILL FOil SEWERS UTILITY PIPE BEDDING DETAIL ALHAMBRA fOUNDRY FRAME & COVER A-1240 OR EQUIVALENT -~ TOP OF PAVEMENT OR GROUND SURFACE 3 1/2" MAX STANDARD RUBBER PLUG--J 8"(TYP) -j SIZE OF VERTICAL RUN TO BE 4"MIN 3000 PSI CONCRETE WYE 7 STANDARD RUBBER PLUG e ' (0 INVERT ELEVATION SEE PLAN CONCRETE "SEWER" CAP BROOKS# 1 RDSC CONCRETE YARD BOX BROOKS# 1RD 4" PVC RAISED PLUG SPEARS # 450-040 4" PVC SXFIP SPEARS# 435-040 STORM DRAIN/SEWER CLEANOUT NOT TO SCALE B )!;µ)O)l'. {:;g:IEOµi,i,; JO) 91'\ .·.~·· AflP!lOVED EgVJ\1 .. ~"'~~- .~~l~f. l:L,EY.\'tIQN • J.,F;!f )"rwi-~~ ... SECTION . .!\..,it N,r.~ fi 11cc curoJ'Ji'' wi111~, rr-. .,"""!:-""-.:,.-_,;;...:.,:,--.....:.=,--i--r 1\:1' J:11!1 .. QJ~ P!l,\JN ✓ 1' WIDE V-GUTTER NOT TO SCALE 2 C) CD @ 0.5% MIN. SLOPE TO DRAIN, TYP. FOR CONCRETE 4" DIA. AREA DRAIN GRATE.SEE ARCHITECTURAL PLANS FOR MATERIAL AND COLOR FINISH 6 ' ' 4X C-- AREA DRAIN NOT TO SCALE I • ---A---1 8 )~ MODEL A P12 " "' 18 P1624 '" ~" 2•1 f-'2430 24 PJO ao P24:IB 24 P2448 24 P~6 " P'Jo-'18 " "' 4' 4" DIA. PVC RISER (LENGTH AS REQUIRED) (±) TOP OF PAVING @ SINGLE OR DOUBLE ENTRY ® PVC DPAINLINE (9 SPECIFIER OiART WEIGHTS B C WALLS FLOOR.SLAB POUNDS Pf;R (11:i'~) VERTICAL FOOT 12 ' 275 215 18 ' 485 425 24 0 080 485 24 5 "' 62~ 30 ' 825 eoo 30 ' 910 950 "" " 1060 035 .,a ' lO!iD 1165 " • 106/J 12~ 46 ' 1215 WiO .. ' "" 10.15 EZ-LJFT PINS. __ _,,, PLAN VIEW ___ _: . .------- .,---· GRATE FRAME CAST MONOLITHIC WllH CONCRETE CATCH BASIN, SCALE: lX / ' ,,,-·-GAlVAWZEO STEEL GRATES & ' FRr'MES, OR CHECKER PLATE \ CO'ERS AVAILABLE. SEE NOTE. 5. ,, /-·-···--· TONOUE & CHOOVE AS / REQUIRED ON STRUCTURES , •. , ,' OVEr( 4 FEET DEEP. ·_; ! -··-"··-STORM DRAIN Plf'E /-GROUTED IN Pl.ACE. . < (BY OTHERS) SECTION A-A NOTES: ""' ·, ~;: / ,1/ ' / ~v~ t~11; /; .· / ' 1. Com;re\e sOal! tesl 4,000 PSI at 28 <lays. EZ-UFf PINS. --J"· 2. Catch basins am designed for H2U loading aml are reinforced wilh 4x4"6-6 Wf,lded wire me">h, Speciul reinforcement,. ro.111 be ~p.icilied. 3. Catch basins are f<1bricaitia:d lo job requiromen1~ for deplh and pipe openlrIgs. Product mew be ordered with special openings. Floor may be del\lted if declirOO. 4. Ca!d1 basins are avail.1ble with bicycl,;1-prcof grates, Traffic (H-20) or Non-, Traffic design. Calch basini; ma:., al:,o be specified wilh lroffic & Non Tmffii.; solid checker plate or rea,...001.l cover. 5. Grates or checker pla!e covers rnay be secured wI1h optional IOGio;i11g bolu.. fl. AU expose(] metal parls $t1all be gal~aniied in accon.lanca w11hASTM A-123. TITLE DURA-DRAIN' 1Blhiill1'1idll~lff ;tili ,/ I• ISOlilETRIC VIEW SCALE: 3/4 KriStar Enterprises, Inc. 360 Sulton Place. S<1nb Rosa. CA 95407 Ph: 800.579.8619, Fax 707.524.8"1a6, www.kristar.com CONCRETE CATCH BASIN ~00~0001 E '{JQ97 JPR 11/2/11 "'JPR 4/5/07 5HEEf I Of 1 KRISTAR 24" X 24" CONCRETE CATCH BASIN NOT TO SCALE 6 I 10/4/2017 7£1, DATE INITIAL ENGINEER OF WORK ElPANSION JOINT PER OTHER DETAILS. LOCATE WiERE SHOWN ON PLANS AND AT ALL PERIMETER AREAS WHERE PAVEMENT ABUTS BUILDINGS, WALLS, COLUMNS, OR OTHER FIXED OlJECTS. 4"THICK pee CONCRETE PAVEMENT. COLOR & FINISH PER PLAN. #3REBAR ON 18" GRID EACH WAY (MN), MID-HEIGHT IN SLAB 2"MIN -4' MAX DEEP LAYER OF CIEAN SAND OR CLEAN CRUSHED GRAVEL W/ SAND EQUIVALENT OF 30OR GREATER. MAY BE OMITTED OR REDUCED IN NON-EXPANSIVE, W,U. DRAINED SOILS IF APPROVED B) SOIL ENGINEER. ---c UIPER 1a· Of SUBGRADE --} ,iill111w1 1 11 MllSTURE CONDITIONED AND --- COMPACTED MIN, 95%. SUBGRADE SHALL BE INSPECTED AND APPROVED BY SOIL ENGINEER PRIOR TO e,• WALL OR OTHER ADJACENT OBJECT. THICKENED EDGE. POURING CONCRETE. SECTION 8' OR PER STRUCTURAL DETAILS AT RAILINGS. CONCRETE PAVEMENT (MATERIAL, FINISH AND COLOR PER LANDSCAPE PLANS) NOT TO SCALE CAST IN PLACE CONCRETE CURB, COLOR PER PLAN. SMOOTH TROWELED FINISH. EXPANSION JOINT WHERE -----~ INDICATED PER PLANS, PAV'! FINISHED SURFACE~', ~ ACTUAL CURB HEIGHT SHALL : BE PER GRADING PLAN. '° PAVT PER OTHER sJ , . •. ' DETAILS ·"' · 4 :~tl . ~j,.-11~ 'I UPPER 18" OF .(~) . SUB-GRADE MOISTURE ,,_~.,; , CONDITIONED TO ' OPTIMUM AND COMPACTED TO MIN._.,_ 95% 6"X6" CONCRETE CURB NOT TO SCALE 3' 6" ... . "'··· •. ·,1 • •• : " . 3/j" LIP 1/2" RADIUS I 1/2" -8" P.C,C. 6" SECTION [ ---- 6" AB. MIN. 3' WIDE CONCRETE RIBBON GUTTER ' NCT TO SCALE C) 1/2' TOOLED RADIUS (TYP) FINISH GRADE 1' BELOW T.0.C. C9 0 -·-·-0 3 \. -/ ffi I . ' 11AS BUILT11 -,/ i,....---~ / ,, ./ • . RCE !,&SI'!> EXP, '\ /,iol •~ REV;:;;;~ INSPECTOR / ' ' 10 lr1!tB. I t DATE /'/) -]() ~ t' DATE /i\ THIS SHEETREPLACES SHEET 8 APPROVED ON 5/12/2017 111/Slz.:I -::s.s,, w ELEVATED QUEUEUNE WALKWAY AND QUEUE LINE WAf..L DETAILS r, I SH~ET I CITY OF CARLSBAD 0 REMOVED. ENGINEEFIING DEPARTMENT 24" X 24" CONORE-E CATCH BASIN DETAIL ADDED. GRADING PERMIT FOR: STORM DRAJN ANU SEWER CLEAN OUT DETAIL ADDED. LEGO LAND -JD1 ~ -DARK RIDE QUEUE LINE FOOT-'RINT REDUCED. DETAIL SHEET Fl!BBON GUTTER A\JD V-DJTCH DETAILS ADDED. GR 2017-00111 DEV 2016-0029 I ,I I CDP 16·47 APPROVED: /l • ' JASON S, t}/iJ)T 7/ . •f'(;) -/0 '* CITY ENGINEER ,ACE 63912 EXPIRES 9/3C/1 s oliE DWNBY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: .,_jL FEVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 16-24 501-9A 101917 CJ ll ~ 2 (j) 2 C s: [JJ m ll CJ ll ~ -2 (j) 2 C s: [JJ m ll CJ ll ~ 2 (j) 2 C s: [JJ m ll , I 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: FROM: ___ _ AT (TEL.NO.) 2. DEVICES SHO_W_~_I _O_N_C-'ITY_A_P_P_R~O-V_E_D 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 UNFORSEEN CIFICUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6, GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY, 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE 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 f INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE 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 SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125%%% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO BE 'EXP03ED" FOR PURPOSES OF THIS REOUIF,EMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40%%% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER 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 EFIOSION OF SLOPES THAT HAVE BEEN COMPLETED. 18. THE AREA THAT CAN BE CLEARED, GRADED, AflD LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOF, Ll\f!GER 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 GFIADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. "17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EF10SI0N 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 (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE 13 50% CHANCE OF RAIN WITHIN A 46 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 FORE CASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH ITWAS 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 POFHIONS OF THE SITE WITHIN 46 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORfA EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER 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 WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PFIEDICTED (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 Pf10TECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION 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 EOUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS". OWNER CERTIFICATION: I UNDERSTAND AND ACl(NOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DUR!flG CONSTRUCTION ACTIVITIES TO THE M,\XIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID 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 rHE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTFIUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. OWNER(S)/ OWNER'S AGEflT NAME (PRINT) DATE OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE) DATE S:\Projects\2016\16005_Legoland2018_Carlsbad CA\Design\GP -06 -SWPPP TITLE SHEET.dwg TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) EROSION CONTROL HYDROSEEDING, PLANTING AND IRRIGATION "ALL PERMANENT AND TEMPOFIARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSESDING SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARl<S AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED 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 IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%%% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%%% COVERAGE. 2, AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. G. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) i. I/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50%%% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 18-20-0, WITH 15%%% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACI( WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPlflG AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PFIOVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E, HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN SLOPE IS BROUGHT %%UEACH TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90%%% COVERAGE) PRIOR TO OCTOBER I, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MArTING MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. AREA OF DISTURBANCE AREA OF DISTURBANCE 28,630 S.F. (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 KEYWAYS) CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX) 0HIGH □ MEDIUM BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE EROSION CONTROL BMPS SEDIMENT CONTROL BM Po TRACKING NON-STORM WATER CONTROL MANAGEMENT BMPS BMPS z z z 0 Q Q I 0 F .... .... i .... z z <{ ac 0 0 0 <{ ('J z w al z => => 0 a' Q Ci <( ~I "' I lo ~ (!) I J ! 2 cc .... z cc .... Q w 0 iO 0 2 (!) w cc w "'"' "' > cl' z J z a' zw z cc BEST MANAGEMENT PRACTICE' 0 "' ~ w a: ow 0 w ct w wz z I w "' w cc ~ z Ci ffi Q "' z cc <{ 0 cc 0 w ~ i5 w ':l .... 2 "l ('J \U ('.) ~Q of:3 z w w (BMP) DESCRIPTION >!i' w ~ w al w Sb--z ,: w J => wO 0 .... 11 J >z ('J o>---w~ Ow 0 ('J CJ > w F 2 ('J z z 0 v,-NW ui Uo w zCC "' X <( <{ 0 z w cc J .... 2 <( " ii] -w a: F' FZ J 0 w 0 w w " w w" ro :::!w J -ii'. i3 w -W .... zw Q " 0 cc " 0 cc .... -o I'" 0 i'! .... "' cc 0 ~~ Q i5 w w w => oo w cc w <{ w~ Ww 0 0 g ':, cc u z i'! ('J ~o <{ "' X n: >-w 0 w I w cc .... <{ <{ .... cc ? cc Q cc 0 WQ I " ,: 00 U) iJj w 0 "' 0 w> "' "'Q U) ;.; "'cc -Q 0(') Q CASQA DESIGNATION ➔ -0 N 'T r,._ "I '1' -'? :L :z :z r,._ ~ --';1 -("} r,._ -if) if) if) (_) (_) (_) 0 0 (_) LJJ w LJJ LJJ d: 0: CONSTRUCTION ACTIVITY w w w w w w (f) (f) (f) (f) (/) (f) (f) Cf) f--f--z z z )< GRADING/SOIL DISTURBANCE " x_ X /' TRENCHING/EXCAVATION X X STOCKPILING DRILLING/BORING X CONCRETE/ASPHALf SAWCUTflNG A ;,<... X CONCRETI= FLATWORK PAVIMG CONDUIT/PIPE INSTALLATION STUCCO/MORTAR WORK IX WASTE DISPOSAL STAGJNG/lA Y DOWN AREA EQUIPMENT MAINTENANCE AND FUELING f-tAZARDOUS SUBSTANCE USE/STORAGE DEWATERING SITE ACCESS ACROSS DIRT OTHER (LIST) INSTRUCTIONS: I. CHECK THE BOX TO THE LEFT OF ALL APPLICABLE CONSTRUCTION ACTIVITY (FIRST COLUMN) EXPECTED TO OCCUR DURNG CONSTRUCTION. 2. LOCATED ALONG THE TOP OF THE BMP TABLE IS A LIST OF BMP'S WITH ITS CORRESPONDING CALIFORNIA STORMWATER QUALITY ASSOCIITION {CASOA) DESJGNATJON i'IUMBER. CHOOSE ONE OR MORE BMPS YOU INTEND TO USE DURING COi'JSTRUCTION FROM THE LIST. CHECK THE BOX WHERE THE CHOSEN ACTIVITYROW INTERSECTS WITH THE BMP COLUMN. 3. REFER TO THE CASOA CONSTRUCTION HANDBOOK FOR INFORMATION AND DETAILS OF THE CHOSEN BMPS AND HOW TO APPLY THEM TOTHE PROJECT. LEGEND DESCRIPTION DIRECTION OF DRAINAGE srABILIZED CONSTRUCTION ENTRY GRAVEL BAGS (SINGLE ROW) INLET PROTECTION AREA DRAIN CONCRETE WASHOUT MATERIAL STORAGE AREA SANITARY FACILITIES WASTE STORAGE AREA SOIL STOCKPILE LANDSCAPE STOCKPILE MATERIAL STOCKPILE EQUIPMENT STORAGE HAZARDOUS MATERIAL STORAGE CLEANUP MATERIALS CONSTRUCTIO,I TRAILER --Se -----SILT FENCE CASQA STD, TC-1 SE-10 WM-8 WM-1 WM-9 WM-5 lt\/M-3 WM-3 1/1/M-1 WM-6 = GRAVELBAGS ----x---CONSTRUCTION FENCE SYMBOL cw MS TF I T 1 ss I LS ~I I ES I HM CM 1><1 DATE INITIAL CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 4121 WESTERLY DRIVE, SUITE 112 NEWPORT BEACH, CA 92660 TEL: 949-825-5222 CONTACT: AARON ALBERTSON PRINCIPAL EMAIL: AALBERTSON@CDRWEST.COM 0 z " w J 0 'i: w > .... (!) z z~ z~ ~5 JQ ow "/ (f) z DATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS .... z .... w z 0 w 0 2 z " z w <{ a' w w <( w a' z z a' in 0 <{ z <( cc <( F' 2 ~~ f2 w z w w 2 =o w .... "' w cG. _J i => -J,-. a' J o~ a: cc 0 0 w "'cc a' "' Q cc cc (') ccw 0 w> w 0 J .... ~ <{ ~ irl !;;' 0 JZ :J le u: 0 r 0 20 " U) U) 0 "' :c 2 -';1 "' ~ "/ '9 i i i 2 2 2 5 5 5 5 5 5 OWNER/DEVELOPER LEGOLAND CALIFORNIA 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TEL: 760-918-5300 CONTACT: CHRIS BRZEZICKI PROJECT MANAGER w .... ~~ w Ll.J )-~ WW cc (') u <{ zz 0 "' () " "/ 2 5 >< EMAIL: CHRISTOPHER.BRZEZICKI@ MERLINENTERTAINMENTS.BIZ ARCHITECT ETHOS ARCHITECTURE 24542 CREEKVIEW DR. LAGUNA HILLS, CA 92653 TEL: 949-412-3556 CONTACT: SCOTT HOLCOM8 PRINCIPAL EMAIL: SCOTTH@ETHOSARC:H.COM "AS BUil T" ~ ::, RCE b55 I.., EXP. 9 l'.3o/t'i -; REVt!I/" ,,1, ' ii INSPECTOR T !o/r!/18 DATE /o-JfJ-l(f' DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERlflG DEPARTMENT GRADING PERMIT FOR: LEGOLAND -JD1B --DARK RIDE GR 2017-0011 I SWPPP TITLE SHEET DEV 2016-00281 JI . I CDP 16-47 APPROVED: /,/ ' , ,, /1;tr;1}: CITY ENGIN"'R RCE 639'12 EXPIRES JASON S. GELDERT 6._._Jj•Zbrt 9/30/18 DA --.· DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: <.....K= ENGINFER OF WORK REVISION DESCRIPTIO~I OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 16-24 501-9A .~ '8 □ l~il JJ. ~ gag j! 'lJ~ mW -g -< 2 "' -u .. ~ !,,-(j) :~z ~ii,~ 2 •? C ~-I ;,:; mo • ~ "O s: ; u,rn • ffi,: tll I~! m :0 "' I ~ I I I I ,I I I I I ~ 8 □ I ll 1l I ~~o •aC ~ ~El ;; rn m 0 -< 2 :'ll-u·• ~ ,C,-j (j) :I ::lz !i z~ 2 0 C z ~._I C gm~ $ ~ .am i~~ tlJ w z m z :0 ~ I il □ JJ ~ -2 (j) 2 C $ tll m :0 060917 ' ' ' ': I I ii 4 S:\Projeclsl2016\16005Legoland2018. Carlsbad CA\Desiqn\REDESIGN\Grading Plans Delta 1101 -10 • SWPPP ECSP Plan.d'Ng 5 . s,• ·>. -···/ _ ... ,-• ' '".{" ' ; / ' ' ' '{ . ' . -cy . . . ' . (\:'\ \,;;~- (~:;!~; t,!_s,· ·--•<ss'>..h.,v, \ ii J,\ 10/4/2017 /1\ THIS SHEET fEPLACES SHEET 10 APPROVED ON 5/12/2017. SILT FENCE, INLET tROTECTJON AND GRAVEL BAG LOCATIONS REVISED TO PROTE;T STORM DRAIN AND GRAD!NG CHANGES. :t':ofESS/o~ :t, ...... ,.(: ~,.,.. -1',.t, 'II' "'~ "' 0 .... Cli55!3 "'l;; ~'l"'"',;, /VIL } 0FUA.~ ~ ?'V DATE INITIAL DATE INITIAL J ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ,ofd~ . ' "' DATE EROSION CONTROL NOTES SE-4, GRAVEL BAGS, SEE DETAIL 3, SHEET 9. 0 ® NS-10, CONSTRUCTION ENTRANCE/VEHICLE TRACKING PAD. SEE DETAIL 2, SHEET 9. EC-4, STABILIZE GRADES GREATER THAN 3' IN HEIGHT SE-I, SILT FENCE SEE DETAIL 4, SHEET 9 SE-I0, STORM DRAIN INLET PROTECTON, SEE DETAIL I, SHEET 9 LEGEND DESCRIPTION CASQA STD. DIRECTION OF DRAINAGE STABILIZED CONSTRUCTION ENTRY GRAVEL BAGS (SINGLE ROW) INLET PROTECTION AREA DRAIN CONCRETE WASHOUT MATEfllAL STORAGE AREA SANITARY FACILITIES WASTE STORAGE AREA SOIL STOCKPILE LANDSCAPE STOCKPILE MATERIAL STOCKPILE EQUIPMENT STORAGE HAZARDOUS MATERIAL STORAGE CLEANUP MATERIALS CONSTRUCTION TRAILER --Sf SILT FENCE TC-1 SE-10 WM-8 WM-I WM-9 WM-5 WM-3 WM-3 WM-1 WM-6 -----X ----- GRAVEL BAGS CONSTRUCTION FENCE • CONTRACTOR IS TO UPDATE S.W.P.P.P. WALL MAP ([HIS ,XHIBll) TO REFLECT ACTUAL BMP LOCATIONS EFFECTIVE SOIL COVER MUST BE EMPLOYED FOR INACTIVE AREAS WHICH INCLUDES ALL FINISHED SLOPES, OPEN SPACE, UTILITY BACKFILL, AND COMPLETED PADS. INACTIVE AREAS OF CONSTRUCTION ARE AREAS THAT HAVE BEEN DISTURBED AND ARE NOT SCHEDULED TO BE RE-DISTURBED FOR AT LEAST 14 DAYS. 20 ~ 0 20 -1 I GRAPHIC SCALE SCALE: 1"= zo· SYMBOL cw MS TF T ss LS MS ES I HM I CM IXI 40 I 7 £s su1LT11 L.----'"" / I., ~ io b1!,0 c / . -. RCE c.ss,~ EXP. ~ l!.oll'I DATE REVIEWED BY~ -vtt&. f/ /O-Ji:,-10 INSPECTOR i DATE .6SC. ~ CITY OF CARLSBAD SHEETS 10 0 ENGINEERING DEPARTMENT GRADING PERMIT FOR: LEGO LAND -JD18 -DARK RIDE GR 2017-0011 I EROSION CONTROL PLAN DEV 2016-00291 A I\ -CDP 16-47 APPROVED: tL1 I/ -• JASON s:/}7-LDERT I ./ -.. /Of$ ~j.:} CITY ENGINEERJFICE 63912 EXPIRES 9/30~8 DATE INITIAL OWN BY: CHKD BY<.. IL PROJECT NO. DRAWING NO. C!TY APPROVAL RVWD BY: SOP 16-24 501-9A I -,,,-: . I ' I I I I I I I I I I I I I I I I \ 101917 0 'II i 2 (j) 2 C: s:: 00 m 'II 0 'II i 2 (j) 2 C: s:: 00 m ll 0