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HomeMy WebLinkAboutDWG 499-7A; SDP 16-25; LEGOLAND WP17 WATER SLIDE; 01-09GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIC !SLY 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. J. CITY APPROVAL OF PLANS DO[S NOT RELIEVE TH£ DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTED TO TH[ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ 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 OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RA TING 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 HA VE 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 W1LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF TH[ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF TH[ PLANS AND THE Tl TL£ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPER TY OF THE CITY UPON BEING SIGNED BY THE CITY 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 FIR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SI TE AT ALL TIMES DURING CONSTRUCT/ON. 12. WHERE TRENCHES AR[ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED ' OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY [NG/NEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION 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 PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTUR[ FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " [AR TH WORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL 8£ HELD AT THE QT£ PRIOR TO THF BEGINNING OF WORK AND 5HAII Bf A TTFNDFO BY Al I REPRf$FNTATIVF$ RESPONSIBL[ FOR CONSTRUCT/ON INSPFCT/ON. SUPERVISION TESTING AND ALL OTHER ASPECTS OF THF WORK. TH[ CONJRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING TH[ INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. TH[ CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST 8[ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION RFOIIFSTS OTHFR THAN FOR PRFCONSTRUCTION MITT/NG Will BF MAOF BY CAI IING THF FNGINF[RING 24 HQ/JR INSPFCTION REQIIFSI I/NF AT (760) 438-3891. INSPECTION REQUEST MUST Bf 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 8£ 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, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR COO[ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROuND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TR[NC'1[S FIVE FEET (5') OR MOR[ IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL 8£ PREPARED BY A R[GISTERED ENGINEER AT TH[ 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 DISCOVE."!ED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMM[OIA TEL Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION [QUIPM[NT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO 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-SIT£ HAUL ROUTES SHALL BE SUBMITTFD BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MA TERI AL SHALL BE OBTAINED FROM, ANO WASTE MA T[R/AL SHALL 8£ DEPOSITED AT, A SIT[__APPROVED BY THE CITY ENGINEER. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL [?OU TES OR ADJACENT STREETS AS A R[SUL T OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TR[[S ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING R[SUL TING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ON[ PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SWPPP ANO/OR SET OF [ROS/ON CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORO[RL Y 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 IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSE[O[O WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOP[ IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 499-7L ANO/OR AS DIRECTED BY THE CITY [NG/N[ER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WI TH 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. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA T/ON, IT SHALL BE R[i,;OVED WlfrllN TWENTY FEET OF BUILDING OR STREET AREAS AND R[PLAC[D 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 SUFFIC/[NTL Y AHEAD OF GRADING TO PERMIT THE REVISION OF TH[ GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TH[ PROPOSED WORK. 32. TH[ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SDG&:E (800)411-7343 AT&:T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CA T/ONS (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 "DLIVENHAIN WATER DISTRICT (760)753-6466 *8U£NA SANITATION DISTRICT (760)726-1340 x1JJO *AS APPROPRIATE JJ. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -TH[ APPLICANT HIRES A CIVIL ENG/N[[R, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVIC[, OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRAD/NC PERMIT -fr/£ FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.I0/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH Cl TY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS [NG/NEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANS/V[ QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LAB'ORA TORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER Tr/AT T/-I£ GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOMMENDATIONS OUTLINED IN T/-I[ PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY T/-1£ CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY B[ REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE fi[QUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE Cl TY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADD[O TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO TH[ SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE FHA T I AM THE ENGINEER OF WORK FOR T/-IIS PROJECT, THAT I HA V[ [X[RCISEO RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF TH[ GUS/N[SS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST,\NDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CA TIO/IS BY T/-I£ CITY OF CARLSBAD DOES NOT RELIEVE' ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ____ _,C"'O"'M"'M""E'-'R""Cl-'-'A,c.L _"D"'E"'V""EL,,.,O"-P~M""E'-'N-'-T~R~["'S~OU~R~C"'E=S'-- ADORESS: __ __,_41ee2c_1 _,v\1"'£"'S-"TE,.cR.,._L-'-Y~P.s.LA'-"C,,,Ec.Jt.#1,_,_l,c.2 ____ _ CITY, STA TE.:·-_....cN!.CEcev\l'-P"'ORc._T'-"B"'F Ao.,C"'H"-"C"'A~9"-'2'-"6-"-60_,__ ______ _ TELEPHONE: 949-610-·8997 BY c::2:::z$?~,~ DATE: __ l~/2_6~/_17_ AARON ALBERTSON R.C.E. NO.: 65513 REGISTRA T/ON EXP/RATION DA TE: ___ 9'-'/'-"J"'OL/'-'-17 ___ _ SOILS ENGINEER'S CERTIFICATE /, }l)JLUAM D. n1.-St:'/../ , A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PF/INC/PALLY DO/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS', HEREBY CERTIFY THAT A SAMPLING AND STUDY or TH[ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY D/R£9TION BETWE[/1 T'1£ DA TES OF A--u~ ;I';,/-(,Iv , 20 /C, AND <..10cn l,<ll,T~ .21/ , 20 I 7 . TWO COP/S OF THE SOILS REPORT COMPILED FRO THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH[ OFFICE OF THE CITY ENG/N:;;~'c:•,,:c,-•. x'~~r.i:··~~~l~~. ~ ';Vy ·,~• ~~¥,~ h (, \''. ,'!} •r •~ ';'[ 'i: ti No. 45~8-i irn ;l ,,,. •·v,,.Ji!-.:.') 1.'()1/ %*.v••••• ,c.,,~M~"<M,•,~~/:A;,/ \t:l:!t. ·-.?f:t.i.'...:·::(i:0~// ~! f.i/" ('/\' \fV.,-'.,I' "''-';;.:;;;.,¼_;;;;';;::' SIGNED: r ! G.£./P.£. NO.: _4:c,5(,£c2""8J"-. ---------~ DATE: 1126117 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 PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH Tl-IE CALIFORNIA CONSTRUCT/ON ORDER ANO MUNICIPAL PERMIT; LA TEST VE/IS/ON. UA.U/Jf M NAM[ B[LOW LIN[} 1DAT£1 EROSION CONTROL NOTES 1. II// CASE EMERGENCY WORK JS REQUIRED, CONTACT Q.hri5 ·P.o~rV AT 17/,0) 4,2,'l-,zq4z_ (Pl/ONE NUMBER) 2 [OUIPM[N T ANO WORKERS FOR EMERGENCY WORK SHALL B[ MADE A VAILABL[ AT ALL TIMES DURING THE FIA/NY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKP!LED ON SIT[ AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. FOR PROJECTS COVERED BY STA TE SWPPP /W0/0, IN ACCORDANCE WIT/! TH[ CONSTRUCIION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PF/ACTITION[R (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SI TE CONDITIONS OF Tri[ PROJECT. THE UPDATED WPC PLAN ANO UPDATED SWPf'P SI/ALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE C/FY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL B£ PROVIDED TO ADDRE"SS SITE CONDITIONS NO/' ANTIC/PA TEO. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE. QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND Tl/£ CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP D[PLOYMEN r. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. TH[ CONTRACTOR SHALL INSTALL ADDITIONAL EROS/ON CONTROL MEASURES AS MAY BE R[QU/[/[D BY TH[ CITY ENGINEER OU[ TO ur ~OMPLETED GRADING OPERA f/ONS OR UNFORESEEN CIRCUMSTANCES W!-IIC/-I MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA ff A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR . EROSION CONTROL PLAN SHALL BE INCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FF/OM Tl/[ FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SI/ALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST E.XC[[OS FORTY PERCENT (40¾). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE Wlffl 3/4 INCi/ MINIMUM AGGREGRATE. 11. SHOULD GERM/NATION OF '1YDROS[EDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90¾ COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED Ill ACCORDANCE WITH SETT/ON 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF COi/SERVA TION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND If/RICA TION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/FICA TIO/IS ANO Tl/£ FOLLOWING: A. H YDROSEEOING SHALL 8£ APPLIED TO: 1. ALL SLOPES THAT AR[ GRADED 6: I (HORIZONTAL TO VERTICAL) OR STE[PER WHEN T/IEY ARE: a. THREE F[[T OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL 011 STF/E[T. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: I WHEN ANY OF Tl/[ FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROI/EMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS or ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECR[A T/ON DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY [NG/NEER THAT WARRANTS IMMEDIATE TR[A TMENT. B. HYOROSE[D[D AREAS SHALL BE /RR/GA TE.D IN ACCORDANCE WI l/I Tl![ rOLLOWINC CRITERIA: /. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT All[: a. Tl/REE TO [IG/-/T FEET IN HEIGHT SHALL BE /RR/CA TEO BY I/AND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRE Cf PITA TION SPRINKLER HEADS PROVIDING /00¾ COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATEfiED BY A CONVENTIONAL SYSTEM OF LOW PFi[CIP1TA TION SPRINKLER HEADS PROVIDING 100¾ COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDRO'TED/1/G. ff/[ DEVELOPER SHAU. SUBMJ/ A PIWPOS[D SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL B£ SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE EIEMENT5 OF THE THE PROPOSED SYSTEM J. /RR/GA TIO// SHALL MAINTAIN THE MOISTURE LEVEL OF TIIC SOIL A I THE OPTIMUM LEVEL FOR T/JE GROWTH OF THE H(OROSEEDED GF!OWTH. C. HYOROSEEDING MIX Si/ALL CONSIST OF ALL OF TH£ FOLLOWING: I. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE Cl.OVER b. 20 lbs. PU! ACF/[ OF ZOFIRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CAUF"ORNICA d. 4 lbs. PER ACRE OF AC'1/LLEA MILLEFOLIA e. 3 lbs. PER ACR[ OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACF<E OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHUi[ IH[ 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 B[FOR[ HYOROS[[D/NG. ,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO A CR/CUL TUR£ GERI/FICA /JON TAG A TT ACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYDROS[ED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULC/-I APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRC. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, AU OR PAFIT, FOR HYDRA UL/CALLY APPLIED rlBER MATERIAL. W/-IE'N STRAW IS USED I! MUST BE ANCHOT!ED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50¾ OF THE STRAW IN TO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-·0, WITH 15¼ SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDINC BY: 1. ROUCH[N/1/G Tl-IE SURFACE TO B[ PLAN /ED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES S/[EPER Tf/AN 6: I b. I/ARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFrJCIENTL Y FRIABLE. c. RIPPING AREAS Tf/A T WILL NOT BREAK UP USING ITEMS o OR b ABOVE. 2. CONDITION/NC THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING T/-/E SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. Tl-IE ADDITION OF SOIL AM[NDM[NTS, PH ADJUSTMENT, LEACHING CO VU/ING SALINE SOILS TO PROI//D[O VIABLE CONDI /IONS ror1 GROWTII. [. HYOROSEEO[O AREAS Sf/ALL 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 T/-I£ PROJECT IS COMPLETED ANO ALL BONDS RELEASED. . v ,, VICINITY CITY OF OCEANSIDE HIGHWAY 78 F' ACIFIC OCEAN cosr MAP PF10JECT SITE NOT TO SCALE CITY OF VISTA CITY OF ENCINITAS INDEX OF SHEETS 2 C,iH/--1.0li'JCi SECTIONS S !"OHM DPAI.\ p,_AN UTIU rY F-'U\I\J 3 --·-+------------------- 9 '.~VVPPP F.T,<X")IO:'J CONTROL PL.AN 0\/Vi\l EFl/DEVELOPER :_EC()L_A~E) r_:A.LIHJ! 1:··JI/\ 1 u=::j:,1: __ AhlC Di"ll\J~ ':/\fU.'.)JN:_1, C/.\ ':120(..!2 TEl_ /GO .9-1 fJ-C:-J!J'.) CIVIL Ei\JGINEER ARCHITECT C: rHOS AHCHI I EC 1·uHf~ 2,15,12 CHE[~V!EIN [JR LACUNA Hti. ,_S, CA 920.::JO lTL 84':l-412-35S0 '.:;(Jf\iT/1CT. S~~OTT HULCOMB PRINCIPAi. cM!\il. SCOTTi-KCET>:OS/1.RCH CO.vi , SO(L ENGINEER LEIGH7 O,\i AND ASSOC:ATES INC y ' ' '. ; . WORK TO B,E DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING ANO PR[PARA TION OF AS-BU/LT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, • SPECIF/CA T/ONS! REQUIREMENTS, RESOLUTIONS ANO 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 [NG/NEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. MINOR CDP 16-47 AND SOP 16-24 APPROVAL LETTER DA TED J_411,_2,3, ~017 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT ANO RECOMM[NDATIONS BY LEIGHTON AND ASSOCIATES, INC. DATED OCTOBER 14 2016 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY CF CARLSBAD STANDARDS. 8. CAL/FORNI{', COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS: NOT APPLICABLE 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: EXEMPT 10. STORM WATER POLLUTION PREVENTION PLAN: TIER 2 SWPPP (SH[[TS 8 &: 9) 11. STORM WATER MANAG[M[NT PLAN PREPARED BY COMMERCIAL DEVELOPMENT RESOURCES DATED JANUARY 16 2017 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION EXISTING CONCRETE EXISTING PAVEMENT• \ ' SANDPIT AREA CONCFlUE PAVEMENT LANDSCAPING BIOF!LTRATION BASIN PROPOSED CURB l PROPOSED RETAININ'G WALL ·PROPOScD TRENCH DRA!N PROPOSED STORM DRAIN cXIS FING STORM DRAIN PROPOSED WATER LINE ' EXISTING WATER LINE PROPOSED SEWcR LINE EXISl"ING SEWER LINE PrlOPOSED FIRE LINE(Pe:~ ftr,e: . 17eRMlf) EXISTiNU FIHC LINE ~ I LEGEND DWG.NO. PER LANDSCAPE PLAN PER DETAIL ON SHEET 5 PER DETAIL 2, SHEET 7 PER SDRSD C-1 6" NOS 4",6", 12'' HOPE 2",4" PVC 3'' 4'',8'' PVC 4"&6'PVC SYMBOL 1+++++1 ~ + + + + + QUANTITY 550 SF I 000 LF 75 LF 40 LF -I/~\ --sc-----1~ lb --w------380 LF ---BS----280 LF · --F'.'V----409 LF 3'::134 ~1IUFl~'f-lY C,'\NYON RO!\O. SUITE 8205 PROPOSED RECLAIMEDWATER LINE 4" PVC --ew----519 LF TCL OSS-292-SOJO cc,:,:v\CT i/JILLIAJv1 D GL':JON ~~Oil_'.; ENG!NEE'l EXISTING RECLAIMED WATER LINE SEWER CLEANOUT 0--- 1:.i\/1.A.::... !JUL'.)ON(ci:''....llC-iH I ON GROUP.COM DETAIL 3. SHEET 7 DETAIL 5. SHEET 7 IJETAIL 4. SHEET 7 PER FIRE PLAN SUF{VEYOR ::_ ·~)\FJCtH_:::,t,J_ :;;:::\1f=:_(jf'L1 f l·F Ht-: '.:J:i1. JP'..,; c:-; ·\; /·' VVf"'::!TF:-ll Y ;,1./\U-,:; I!~- >\,t-:·-,:\!H)P'-OE;\'';,--, :~/\ '-!~•l),j:, PROJECT ADDRESS I LECOI.AND DRIVE CARLSBAD, CA 92008 DEVELOPER NAME': ___ luF"-"""O""I AruNiL[L) _..r:,,AJ..JI (LFD..:,R.>.1N=(A AODF!ESS: -~/ ~L~F-~GO=L~A=N=O_O=R~l~VE~_ ___ (l\RL SBAD CA 92008 P/-/ONE NO.: 760-918-5300 BENCH MARK LANDSCAPE ARCHITECT R,or_:;E LA.ND~)CAPE AR:_'.HI rECTS i38'11 Rt--:'._J::i'-\H!__;H DHIV:::. k200 lf-\Vlf\Ji:: CA92612 ll:1 __ :9"19-387-1323 COf\JT/\CT noN ST/\FV ?RINC!P/\L CM/\.L l~ON~c:_.:)RIDGElA .. COM EARTHWORK QUANTITIES CUT: ---~I2~9=8 __ CY FILL: SR? CY IMPORT: NA CY EXPORT: 736 CY REMEDIAL: 109 CY U[SCRIPTION. Cl 5B··O'i4 W[l I MON'IMFNT MK'D I $ 4611 LOCATION: __ _fD. WELL MONUMENT IN THE CENTER OF BUI B AT THE .. NORTH FND OF HIDDEN VAll EY RD. OPPOS/Tf _ FNIRANCE TO WA TfR TANK .1/E.COROEU: R 0.5. 17271 . PROPOSED AREA DRAIN PROPOSED ATRIUM GRATE PROPOSED FIRE HYDRANT P80POSED GACKFLOW PREVENTOR RIP ~AP LilvllT Uf' CiRAOlflG CUTIFILL SLOPE EXiSTINCi MANHOLE EXISTING UTILITY BOX EXISTING TREE EX!STINCi LICiHT ·. EXISTING RETAINING,WALL ' POST-CONSTRUCTION BMP TABLE ■ • 82ll ~ --0---- YYTT STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? 3 EA 2 EA ELEVATION: 238. 92 DA TUM: NCVO 29 LEGAL DESCRIPTION [7 STANDARD STORMWATER REQUIREMENTS [7 YES (SEE SWMP FOR DOCUMENTATION) l----~[.'.8'.]e::.::P:R;IO;R~IT~Y=P=R=O=J[~C:T~R~[~Q~U~IR~[M;[:N=T=S:::==::~[.'.8'.]~:!:==N=O==--=;:::::::===:=======:::=H LOT 18 OF CARLSBAD TRACT 94-09, CARLSBAD RANCH UNITS 2 &: 3, MAP 110. I 3408 PROJECT LOCATION ASSFSSOR'S PARCEL NO. 211-100-09 Tl![ CAUF'ORNIA COOROINA TE INDEX OF THIS PROJECT IS N 250 E 1677 SOURCE OF TOPOGRAPHY ,./ ·· ~ MAINTENANCE MAINTENANCE ) TYPE , DESCRIPTION OWNERSHIP AGREEMENT QV( Ci. lNO. FREQUENCY -E Gl-•AL. e.,,, ~1• . •-1< LE,GD !L_ ______ .j_ ____ !-.-----~ . . TC-32 '-:...BIOFILTRATION BMP MAINTENANCE i)o/C, No.4'1f-: t., 2 TIMES PER BASIN,! PRIVATE AGREEMENT 6R2Ot7'-Ctn YEAR ''f' --.... ' 'o_. '0 ALLOT AREA • <J' TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD &, TOTAL DISTURBED AREA = 28 630 SF SUl<VEYING MET/-100S FROM INFORMATION GATHERED ON MAY 10TH AND (T~IS AREA INCLUDES BUT JS NOT LIMITED TO ,,-c--__.--/7i:L_ ,?-,,--.,,-----., "AS BUILT" JUNE. 20TH 2016. _ OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENAS REFERENCE DRAWINGS 1~8 t~tiifii/rf/ f/Jll/,ff1¼~~ffutiNtfR0f1/5~£ owe 390--48 LEGOLAND CALIFORNIA, PIRATE SHOR/.(S EXPANSION owe 333·-2Z IMPROVEMENT PLANS FOR LEGO DRIVE, A PRIVATE ROAD DWG 3JJ-2Y GRADING PLANS FOR LOTS 18 AND 19 OF CT 94-09, CARLSBAD RANCH, L[GOLAND CARLSBAD SOP 96-·14 LEGOLAND WATERPARK CLUSTER '(IORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY fRENCHES, BACKFILL CUTS AND SLOP[ KEYWA YS) ,, ··TOTAL REPLACED IMPERVIOUS AREA -5 900 SF TOTAL PROPOSED IMPERVIOUS -AREA -13 276 SF / RCE ~55/3 EXP IKiSPECYOR ✓ / DATE A C.' i, --I ( DATE _Ll;;/~/Xf-_~?P.Ell.!.U°-2~E"C>_l~......'!,_5,I,,,_ ""~~,---+-----+----+.:S_·S_•_l'I--· _,_=_<;..,__, I Srl1EET I CITY OF CARLSBAD __ I SHEgETS I ---+--+THi~~______Ml__~M"~JH'ft:1 l A~r&~V-'"~•"'~"'~'/~11~~~•1~,-~-t----t----1---t-,~I -t---,'---1 1----+---+-------------------+---+---+---+----I _ __ _____ bw,,M 'IU•..,. ,.11.,-n, """'o !l-!.~~-J"y"'l='"~ .. ~"·~e.,~•~~<*~'"'="'=o~~-+----+----1---+~:'-+--+--I ~===='-'===='='.N=G=l=NE=E=R=IN='G=' =D=EP=A=R=T=M=E.=I'=' ===-'===~ c,,,.,.,:~,.. ....... \.L_ ! ~"'\"i::!w_\~,?-X:C~M\) -,-. S-"f£. ~ 1.U·lt,1•~. GRADING PERMIT FOR: l="~/1 /l!(~6c...j..!.~..:·:...:...._~-R,,,.JR!1.!ES!,Vl!2Js..E O!!...c$~H:!;Et!.,!T~''--"' ''-'3(,_:5'.L..!: ·'L' '-1.,_,_, __ ==-:--,--t---'--f----12/2 zol: s:¼ __ ---_ --t="'="="~"~ .. ·~·~·~•<~--~ .. ~"~~•" ~<~• .... ="'~'~T~-=-~"~·~· ~·~·'~"~'---+--~'---+--+-+--+-! LEGOLAND -WP17 -WATER SLIDE •-"· TITLE SHEET Tt\l'S Sl-\g:_"f l':t:ft.MEc. SME'E-r 1 ,.l.•l!J!l"-[!llir,Lt,!l'-...£!D""--'!,':'../L5e.,;fc,/_.,'"./-c__/----if----/---,/-•+-t----f----t----i~~•~•"~TT'-"E""-.:'.c-•• .. N_,,, • ._.._,,..,.,°',~,_,, .. ,,.,E .. ,..•,.,'1.._,.,_,,. ________ +---+---+---,l--+-f--J re,=,o=p-1-5--4~7 I 1----.J----.J.!ll!Lt:l' !!!01':_i.a.o!!J02J•:J:,-.!!'•ct:"'cC"'~••!.!'-c!:"2J''cLJ•~o~.,~•e,o_,-:,_o,,_,s,.._,,.:,_·....,_c_-,--f----l---f--+-IH--f----· --·------.. ,.,,.. £"""l~I' ~ il-& Tth ... ,K L.•u,.,-,.,.. •1.=.-<=~~,.~~=•----+----s'----+-<-/--+--1---1 GR ?016-00311 Effi::c,.-.. ,.,, ,-,~;,,...,._,.-[NO o► ,i..,-.E-,..-.(,.p."'•EO \-,.,Mb'!.t."•-t. "._'-"-" '-'E1>u.c.w.o,_,,_, ... 1,\11"'TS 11\.,1'1 ... n ~,.L._ 1 OEV20"16-0028&29 "-t\O fi'.fl,.i.#11. M! ... L ~o•""' uutt..-'t=11,.1..CO '"' wl '-"c.,,,-.ni ~V1Mlt."'-1"'i. ~f:~ ... n f ,T1111a.-.i,._"~"'='"'=·~~=-~~,.~H~--,-+----l----l---+---l---l--l APPROVED:// /) r1 J ,/ JASON S. GELDERT C.,?trt~ 3~S1N~ ... ~P{.D. Sl'"'~M rr.?->,\N ~cv,s--,s ...... ~ "'"'~"\ .. n.~t,b ",._..a, ... --.i.~\.IA w/ ffl-lG-LN>fr''' r ___ _(/?'' 11......_~'.,!.i,,,.-'!,,"'.·•I,,''_ ______ 2/1/z..01} tHE.Ml!;Tlt ·n:1w1:-,1._ ,\,: tt&n o'r S"-l•F R..S:Lfl'C. ----, n i..."'" .......... .,,,...1,,-, .. 111,.w~ t4 ...... 'F_t_ .,.'-"'"'"~"""I...-•. \l,Clf4o.... CITY ENGiMEER 1---1-----~:t"'' 'c':"'0.:~...:'"-"~!!:,.!.!•l!:P-:...='-!!:'"~"c..!:,~!!"l!t>~•Th="~"~••!!PLJ<-=-•c!;><'""~T!.,!Ee!t>L___lf---=-l---lf--/:...,_-1-'--t---ccCc+=c,-il,""~'"t"W"'y' 'EkTtl .... tlllt'c. ,..1o.,-,1 .... 'J.¥.i."f gfl-~l.,,ltl!, 9/30,/"1 8 f1CE 63912 EXPIRES l)AIC INIT/M .. e,.,,11-1EEl IF W11{.IC. REVISION OF\"fc 1Nl'T1"-L. D~TE IM\"TtA.l-[.J;\",~ _ --~:~·:1,-:•·_1_J REI/ISiON DESCRIPTION OTHER APPROVAL 1 .U lllll .i'I 1 1 D/\T[ l li~ITI/\L CITY,APPR0VAL DWN BY: CHKD BY ' 1/, RVWD BY. PROJECT NO SOP 16-25 DATE DRAWING NO 499-7A ' ' 061917 D JJ l> ~ 2 G1 2 C s 00 m JJ D JJ i 2 G1 2 C s 00 m :0 D JJ ~ 2 G) 2 C s 00 m :0 06 'i8 'i8 + <J " <J EXISTIN G CONCRETE PATHWAY <J " " 'v <J «J <I <I EXISTI~ <J \7 \7 <J <J CON CR0E <I PAVJ:MENl;. <J <J <I " <I " <I <J " <J " <J <J " " <J <J " <I <J. <I <J <J " " - <J " <J <I -" <J <J \7 <J <J <1 'v. <J EXIS1/NG COOORETE PATHWAY <J <J <J <J <J " <J \7 \7 I I " -<J <J <J " <J \7 <J <J <J <J \7 " <I <J EXIS"flNG CONGRETE <J "PAVEMENT <J " " ., \7 <J " <J <J <J \7 <J <J <J " " <J I ' I <l <J " <I <J <J " " <J <J \7 <J \7 <J \7 <J <J <1 11 11 U I' ll'l llllllllill~UHI lilllll ll'I <J <J <J EXISTING CONCRETE "PATHW!l,Y <J " <J <J EXISTING ATTRACTION 1111'1'.I ill i.1 I <J Ill \7 <1 <J <J " <J <J <J " <J <J <J <I <J <J <J <J EX ISTING BU ILDI NG FF =164 0 PA0 =163.5 EXISTING CHAN GIN G ROOM S <l \7 <J ';fl' ~ ~ J f i,d1 . <J \7 <l <l · .'.1 n, i E%11STING ~ji;PHALT ~~';f;E~ENT . -i 1 ' ti <J <1 <J \7 <J <l <J <l <J <I " CJ " <I <J <J <J " <I " \7 <J \7 <I - <I <J " ., &:XI STING CO NCRETE PAVE MEr-JT -WATES ATTRACTIO~ " " <J " <J \7 <J <I " <I " " <J <J " <I <J \7 <I " <J \7 <J <J <J 'v'_ <1 <J " <I -" < \7 <J <J <J <I " <J <I <J LEGEND f< ·• ·.'.'.. -'. ·;: _: I i I 11 II Ullffl if~#l (1 65.22 FS) ---1010---- fm ; riAill ''Ui''n i0it&M 10 EXISTING CONCRETE EXISTING PAVEMENT EXISTING SPOT ELEVATION EXISTING CONTOUR EXISTING BUILDI NG EXISTI NG STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE LI NE EXISTING RECLAI MED WATER LINE EXISTI NG MANHOLE EXISTING UTILITY BOX EXISTI NG TREE EXISTING LIGHT EXISTING RETAIN ING WALL 0 10 GRAPHIC SCALE S CALE: 1"= 10 ' "AS BUILT" 20 DATE 6-11-19 DATE 1---+--+--------------+----+---l---+-----I I SH2EET I CITY OF CARLSBAD I SHEgETS I ~===-'===E=N=G:::l::NE:::E:::R::IN=G=:D::::EP::A::R::T::M:::E::NT====--'==== DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 11111 II J; 11111 IIHII 1111 I 11111'1 I I GRADING PERM IT FOR CDP 16-47 GR 2016-0031 DEV 2016-0028 & APPROVED DWN BY: CHKD BY: RVWDBY LEGOLAND -WP1 7 -WATER SLID E EXISTING TOPOGRAPHY PROJECT NO. SOP 16-25 DRAWING NO 499-?A • 030217 CJ Jl i 2 (j) 2 C: s CD m Jl CJ Jl l> ~ 2 (j) 2 C: s CD m Jl 165.97 TC - (165.47 FS) . ~ 6 . 16 ~ . <./> ~ DCDA ! CONCRETE PATHWAY 167.41 • ✓ 2 CUR8 CURB (16550,FS) 3 ~ ~ -~ I.'-~~ ~ ~ ,,lr~~-~85"'T~G ~ ~ -~OOR /-j.,...,;:::f77 '"'.: 165.84 FSJ - 67.26 TW/FS (165.48 EG) '& &_ -' ~ . -'!t-. -'-"'-T"-'i"-i •. "(165.91 FS) MATCH ·,(166.00 FSJ 167.45 EOG (166.08 FS) 166.15 BS 166.73 BS 167.31 TOS ® • i CONSTRUCT . 2-STEPS (166.12 FS) CONCRETE i/✓f •_; FENCE ·ONSTRL)CTION l'JOTE$--- 0 @i CONSTRl.JCT'CONCRETEtAY,f;l)'iENT P.ER DETAIL ,-::SHEET 7 '·•. " ... \__ _ .. ;_;;,-' _,,'- CONSTRUCT 6" G?NCJJ_ISTE CURB _BER DETA(L 2:SHEET 7 \ /1' '·-/,, SAWCUT EXISTING CONCRETt PAVEMENT ®I 01 CONSTRUCT SAND AR~ PER DETAIL A, S~.EET 5' ®1 CONSTRUCT BUILDING PER BUILDING PERMIT \ ! ,,; ®I CONsrn·qcriuoE PER BUILDING PERMIT CUB 'O F&E\.,; 167.41 FF 2 ASPHALT PAVEMENT CONCRETE PATHWAY 167 09 EOC -~ _ 167. 165.00 TC) 167'2 (164.14 FS)' ~~1 '-<"""4-'-""";-'"' 1 CURB ' 1 LANDSC (163.43 FG) / 10 WATER FUN ZONE PE __ ,, ·:'" ) @I ~ONSTRUCT CO~CRETE.n.iRNDOWN WITH 2" C_ONCRETE CURB ON TOP. SEE DETAIL :?;f~ET ,& • ' ' ,•;< ·_; _;/ ' y '' 12""°=<'r E T .• R 1 A _._A C J' , THIS IS TO BE INSTALLED._NEAR END OF CON~JRUCTION TO KEEP ITS EFFECT 9lf-OTHE9· @, @: ITEMS TO A MINIMUM. -. . . , // CONSTRUCT STAMPED co 1 N2RETE.~AVEMENT PE; DETAIL 1,sHE~J:?;cd[~; AND FINISH & CONSTRUCT STEM WALL PER GRADES ON THIS PUAN AND DETAILS PER ARCHl"fECTURAL AND STRUCTURAL PLANS. PER BUILDING PERMIT. ' CONSTRUCT RETAINING WALL AT EXISTING STRUCTURE PER SEPARATE STRUCTURAL PLANS BUil · PE CONSTRUCT SITE WALL FOR WATER SLIDE THEMING SUPPORT. PRIOR TO CONSTRUCTION CONFIRM ALIGNMENT, HEIGHT, AND LOCATION WITH WHITEWATER WEST INDUSTRIES, INC DESIGN, DETAILS AND PERMIT ON SEPARATE DRAWINGS FROM WHITE WATER. CONSTRUCT 4' WIDE CONCRETE APRON AROUND THE PERIMETER OF THE SLIDE WITH A TURNDOWN EDGE (TD IS THE TURNDOWN EDG,E ELEVATION) ◊~ID /I 58'' i=IIGl=i WQQDPrnn wrn I A tlET GUARDR/.IL PER WI ',IT[ ','/ATER DETAIL 1 MlD 2, SI IEET >,340 ELEWsTION-Bf-- FEl,CE IS 1 56" FROM ADJACrnT GRADE ELEl'MIGro. NOT USED ON THIS SHEET CONSTRUCf HARDSCAPE TO SANO AREA TRANSITION PER DETAIL A, SHEET 5. INSTALL 36' HIGH ADA COMPUANT HANO RAILS,PER CBC. I ' --------v--~--v-------v✓- @ CONSTRUCT 56" HIGH WOODPOST WITH A NET GUARDRAIL PER BUILDING PERMIT (Sff DETAIL 1 AND 2, SHEET A340). ELEVATION OF FENCE IS +56'' FHOM ADJACENT CtrlAOE ELEVATION @ ADJUST EXISTING MANHOLE TO PROPOSED GRADE ON PLAN. ASPHALT PAVEMENT @ CONSTRUCT SURGE TANK FOR WATER SUDE PER SEPARATE BUILDING PERMIT {SEE ADG DETAIL 3. SHEET MS4.1). ______,,A..___ \\: (162.40TC ·>- (162.02 FS) , ; \ CURB 6.11 FS :16s14f's: ._. ';16664TC. & CONSTRUCTION NOTES OJ 0 0 GJ 0 PROTECT IN PLACE ITEM NOTED REMOVE ITEMS AS NOTED RELOCATE PROTECT TREE REMOVE TREE CONCHETE ---SAND·•_·-.- -._ ;':>EATING ;,. >"0REA ___ · '\\. ;','. i;_:· :;_::::. . .-·_:·• .. :.;_".-:'.,/;, .. \;,_·_;·:,,.>:/::·; ·-_. ·. -~ GENERAL NOTES ALL PAVEMENT SECTIONS AND P/\IJ ELEVATION /\RE PER SOILS REPORT BY LEIGHTON PREPARED ON AUGUST 26, 2016. CONTH/\CTOR TU VERIFY SEC I IONS AND PAD ELEVATIONS WITH MOST CURRENT SOILS REPOFn BEFOrlE ANY CONSTRUCTIO ',?·-: (167.02 TC (166.58 FS) -,··· I ··, \L.. ,/ FS FS FF "INV TC._ /TG"•. . . TW. / FL • • ·-HP ; ! · 'rs,·:/ .,.,.- TOS BOS .. ., .. ·:·q . FINISHED SURFACE FINISHED GRADE FINISHED FLUOR INVERT OF PIPE TOP OF CURB TOP OF GRATE TOP OF WALL FLOWLINE HIGH POINT TOP OF STEM WALL TOP OF STEP BOTTOM OF STEP LEGEND I I I · · ,. -· I r ; .... ·1 -.. .. .. .. .. "' . ~ 165.22 FS (165.22 FS) ---IOI(}---- ~ ----- --rw------ EXISTING CONCRETE EXISTING PAVEMENT SANDPIT AREA CONCRETE PAVEMENT LANDSCAPING PROPOSED STAMPED CONCRETE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION EXISTING CONTOUR PROPOSED CONTOUR EXISTING BUILDING PROPOSED BUILDING WALL PROPOSED CURB PROPOSED GARDEN WAL & ING WALL .,,-::;.---1---_~ 164.98 FS. - ;]6431 FG _, ........ ,· IL-' PROPOSED TRENCH DRAIN PROPOSED S rORM DRAIN EXISTING STORM DRAIN PROPOSED WATER LINE EXISTING WATER LINE PROPOSED SEWEFl LINE EXISTING SEWER LINE PROPOSED FIRE LINE EXISTING FIRE LINE 165.00 FF EXISTING MECH YARD ~\~ \ i ' EXISTING 165.65 TW "165.15 FS\ 164.10 FG AA 165.05 TW 164.55 FS: ,-63.99 FG "• (163.89 TC) (163.39 FS) REGIONAL BIOFILTRATION FACILITY MAIN ENTRY MOVED SHIFTED WEST. F<!.B TRUCK AND rn fRANCE AREA MOVED. INSTAL ··GAT~TO KEEP // /✓ ., (16451TC "(163.32 FS) - v- // i.--.,,/· // EX1s11NG'suF.lGE TANK ,. / · ,LID ELEVATION = 164.34 1 TOP-OF TANK= -163.43 / CURB (16370 [C) (1".40FS) / / 1 WATER .ATTRACTION ✓ V ; cuRs BROUGHT FLL!sH NEXT ro rnppF L!_9- / STAIRS 7 ', \\ CATE EN fRY GATE 'i'o CARGE.COLUMNS IN,, . . • .. · -·· " -OORDINATE •. ,;:; RETAINING . WfaLL V ,if GRIND'tf"'.f'ROM TRANSITION EDGE 1-1 2'. PAVEMENT TO BE FLUSH WITH ELEVATOR. SURFACE SLOPES TO BE LESS THAN;2% '· APPROXIMATE INSIDE EDGE OF GRIND ASPHALT PAVEMENT RETAINING 1 WALL G---- ■ • I PROPOSED RECLAIMED WATER LINE EXISTING RECLAIMED WATER LINE SEWER CLEANOUT PROPOSED AREA DRAIN PROPOSED ATRIUM GRATE PROPOSED FIRE HYDRANT PROPOSED BACKFLOW PREVENTOR RIP RAP ---0-----LIMIT OF GRADING CUT/FILL SLOPE PROPOSED CAISSON EXISTING MANHOLE EXISTING UTILITY BOX EXISTING TREE EXISTING LIGHT YYTT @]) EXISTING RETAINING WALL PROPOSED WOOD FENCE WITH NET SEE SHEET 5 FOR STORM DRAIN PLAN SEE SHEET 6 FOR SEWER AND WATER PLANS 10 0 GRAPHIC SCALE SCALE: 1" = 10' "AS BUil T" 2fh?G EXP. DATE t-11-11 DATE GRADING PERMIT FOR LEGOLAND -WP17 -WATER SLIDE CDP 16-47 GR 2016-0031 GRADING PLAN LANDSCAPE AREAS REDUCED AT NORHT Ei'JO OF SITE. SAND AREA WIL DEV 2016-0028 & 2 BU IT UP DIREC rLY TOP EXISTll'JG WALKWAY. APPROVED WP.. fERSLIDE QUEUE MOVED EAST ANDS fAIRWAY MOVED SOUTH SAND AREAS ADDED AROUND BASE OF WATERS LIDE WITH FENCING, CITY ENGINE JASON S. ELDERT $] 2018 9/30/18 DATE f-f---+----t----f---t-+---J r=~+ADDITIONAL CURB ADDED TO cmJTAIN FIRE PREVENTlmJCEC-'OCCU..:.IP-'----+------+---+-~---t---, ~~~i~CDIAATifE~ INITIAL DATE INITIAL DATE INITIAL OWN BY: CHKD BY: PROJECT NO. SOP 16-25 DRAWING NO. 499-?A ENGl~JEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: II I I "' •t B ' ' . c., 0 ... IO I -,I 0 JJ ):, ~ z Gl z C ~ OJ m JJ 0 JJ ):, ~ z Gl z C ~ OJ m JJ 0 JJ ):, ~ z Gl z C ~ OJ m JJ 0 JJ Cl l> ~~ G>Z ,i:,. Gl IO z 'fl C .... $ ,. OJ m JJ r~'V--,/--~--~-~'~ ~-"~~ --✓--'/--'/-~-v~~--✓--,✓--~~ ·~\ ) ___,fil . ,' ' ' . -----, . . . . ,, ( \ , • -: <, / . • D,-tGG ~ ·1--~ ----,i.-.-o:--:-": ________ ,_ 4,oA . . . . : . . ........ . '. ' '''"lt1\ '-~~-·. . . . . . I . I : 0 . . "-;-0 ' ' ''l\~{;sf~gi · . , · , ::~~: .,,.,,<.__,• --u .. -..c< .. . . ' tN ~ ; ( . ) ( -~__/'-. __ ,A_/-__~ ,,/....__.A., __ __,A.._/'.,. _ _A _ _/', __ ~_/·'-.._../'-.. ... /-• ..../'-_/ .. ~_A,_,/'.,._~/ 'c ~,,.,---"-~,,.,----~----✓-~~,,.,---~~~~✓-•/ --..✓-·--...✓ --...✓ ---~~-,_,,.,----......,,.-----,,,.,-----....,,...-~-v---~--.... ,,.,---~"'✓---...✓--,,,.,----y-------~ ALIGNMENT -A-A HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=1 O' 185 185 180 175 170 165 160 155 .-------------------------------------------------------------------------------~ 165 95 FS- (166 45 FS)- 16586FS r EXISIING r [Xl3 ll~IG GRAOF ~,TEl,I WALL EXISTl~IG '"HAili REQUIRED 167 04 FS-\ GFli\DE -~ -. . WHFRF FG· 8" IGG cz FS-_ ---------------~ / rROtv1 fT ___. _--· 1o'J 73 ~s ) L, ., 16759TC '1 ' ~----------1660? IC lo6'3:2TIN '"'" ( 1G742FS 16722F3 , l6722FS --16b13F0-\ ~IOUl2FS / 16632FC I'./ ~ 1~0~J_L~ l6l"7Tf' -·110% \1s4% / ---.,,..--, 1661!::\F'J RESfROOMS ~65//l·S lf::"":"="~~==:"'.~t~;.;,;,t====~=l~========~===d\~1-~==~~ lf)') BO FF OJ 1 ! Fll :Av~:;~~ 1··--=-lbaa-==1.elj------~ -/ 16~s~66~0rc . ' ' ~=P=R=O=P=0=,3=[=□=:i'11¼__ ::~::Fe - 186 12F3 STEM\NAIJ . 32 2' 148' 340' 105' WATER 389' 190' 322' 14G' CONC PATIO colTC FUN ZONE CONC SAND f---~-h~l--~8-U.;.IL""D~lf-c~c-, --CUflc.-lr--r-;o-r_K_; -, PHOPOSUJ TOP OF 6" CURfl AREA AHcA 10 3' 3 O' 180 175 170 165 160 155 1 50 C!\8f,N/\ IANIJSC/\l'L 1 50 '--------+-----.------1~----+-----+-----+-------i------.--------.------l~----.-----+-----...-------,-------,.__J 1+00 1+25 1+50 1 c 75 2+00 2+25 7.-1-75 3+00 3+25 j-f-'jU 3175 L+OO 4+25 < ~ \& '--~ '--...__../'-..~..___./'....___.,A.___/~~/'-. _ _/' _ _/, .. __ _/',____/'--,___/'--___./'-. ._../''-.._.---.A._~ _ _A_/-..., _ __..,...A.. __ /-,~_/',___./--, _/' _ _/'-. _ _A~_/--/ ~~~~--~--v----,~-y------~-...~-~--,/---✓-~--..✓-----,/--✓----✓---'-./---✓--~-✓-v----.✓----..._/--v-~---....✓-~...._ rv--v---~ ALIGNMENT -B-B .) 180 175 170 ( 165 > 160 I ' 155 ~ 150 (_.../'- HORZ. SCALE: 1 "=20' \ 180 VERT. SCALE: 1 "=1 O' <, .-------------------------------------------------------~ EXISTING 167 2? FS 16722['3 FUN ZONE 128' 60' !6715rS 9 1' CONC -- 16~j 31 FG 162':iOTC 162 8'.J FG 113221 FS IG2l8FS EXISrll·IG r PAV[lvlcN I [l':-:,3c"-'==--:._ FX1l3 I l[JG CUHl3 5 G' PAVEMEl!T 175 170 165 160 155 CONC CONC 1 50 '-------+-----t------'111 _____ -+-----+--------!r------+-----+-----+------'i--' 1 +00 1+25 1+50 1 + 75 2+00 2+25 2+~0 2+75 3100 3+25 j ~ I I' ~& ~~____/'--,~ _ __..,...A._~ __ /'. ____ /,,_/-_ __ _...A.___/'..~__/'--__/',. __ /'-. ___ /·-.. __ _/'-,_/•, _ _/'-.. ___ /. ____ /-.... __ _/-..,_/-, ___ / "AS BUil T" i-, Ay-t;:,-c _? 1/zs/;9 FlCf ,q;/✓ CJ/.Jo/ll_ EXP DATE ' fl[~tkt1 b-/Cf-.fC( l~ISPfCTOR I DAl[ 'j/5/2017 ,,, 1& fHl'.3 ')HEEr fiEF1LJ\Cc:c) c)HEE~ ,: APPRCJVED !jM ?./1/'.7 $ '/S•l'I-• "5'5C -J. -v __ - [ 3H~ET I CIT~GZ~11c~~P~~;~.~AD · 1 .. SHU.: 1·s BIURUEN I 10>1 C-3ASir'i3 nEMOVEU UIJI:::; ro .Mr''l.t:1·11:::Cf\l f/\ 1·1mJ (jf-' , I R:':C,:0:\f'L 81OFIL: PAI 1m1 Ff\CILIT( 9 ----r.,1;.1r-1 E['JTRY 1v:ovi:o 3Hli"T[D'NEST ----------- GF\ADING PFRMI I !-"OH. r;'.,[3 TRIJC.V AHJ ::n IRA!'¥;[ AR[A t\,l()'.JEJ 1 AMD:Jl;AP~ ARE:AS REI JUC·.:D AT NORn I ':::l'iD OF SITE :3.A:'10 AR[A 'f/lLL LEGOLAND -WP17 -1/\/ATER SLIDE •1if1fo~Sio;1{ ':\IJ 11· ljf--' Dlc-l[CTLY rm' b<l':31 l['F:l WALf..'NAY Cl)f-l 16-47 GR 2010 ou:il[ GRADING SECTIONS ~--W1\ l'~HSl.:DF: (j,J'i=:UE L10'J'.::l.} t:J\':i r AiJY)":]rAl"r"iif/A'? MQ\/1::[J soi.}fH ~ ' j, :4i<%: ~ D[V 2016-0028 & 20 -" r 1',., ~ SAl'IQ AnEA.S ALJUC:U AW)I.A ,D SASC (Jf-' \/\/Al C:HSI .IDI: •i/lTH FC:~J::,i:\IG ~7. ... § "" APl'HOVED -.//Jot ,JASON S 'ti ,o GELDERT "' AJDITIO:\IAL CUi (f-l A'JCIED TO CO~I !"A'N 1-IH'."' F'F1EVEN m_1r,1 [;CJIJII' S·IS•2,01:J-51J z '° ) ---A 'f. 0 '11 * CITY ENGINEiil'/. HCE 6391? F.XI.JJHl:-.S 0'30/ 18 DATE \ --·_·. --- .. j :st· ~--------J [_ ;;~1E1r~r~~ ~ .DRAW1Nl1 ~J I ... DWN GY ~ ~' 7 ~'"\ I/All-_ il'II IAL ' DA-:-::: L\llflAL DATE ltJITI.\L CHl<D B'/ ------REVISION DESCRIPTION -499-7A E~IGINEER OF WORI< 0 fHER APPROVAL CT( APP."iOI/A' RI/WO GY , - S \ProJects\20l6\16023_Leyolan(i2017 _ Carlsbad CA \Des1nri\Delta 1 Final\O1 -GP -04 -Grading Sect1ons-F1nal dwg □ JJ ' ~ 2 G'J 2 C s al m JJ □ JJ § . 2 G'J 2 C s al m JJ □ JJ § • 2 G'J 2 C s al m JJ 061917 EXISTING CATCH BASIN ,.-, . 164.20 INV EXISTING 24' STORM DRAIN 4'-6' DROP FROM CURB CUT TO APRON EX CURB OVERFLOW RISER (MODIFIED TYPE F CATCH BASIN) 162.00 RIM CLEANOUT WITH CAP 1 :1 EXCAVATED SLOPE MIN.18"MEDIA WITH MIN. 5 IN/HR FILTRATION RATE MIN. 13' GR L IMPERMEABLE LINE OFIL TRATION A NOT TO SCALE XISTING UN COMPACTED SOILS 158.50 INV ! EXISTING 8" STORM DRAIN PROPOSED ~IVEFftE~ ij;~t IS. 3' DEEP. STORM DRAIN / CLEAR BY 4 VERT. FT ' ' '± BIOFILTRATION B.ASIN REMOVED . FREEBOARD 2:1 ,- EX CURB EXISTING 18" STORM DRAIN ·-.. ., .. ' ,. -. " . .r 4"·6" DROP FROM CURB CUT TO /\PRON OVERFLOW RISER (MODIFIED TYPE F CATCl·I BASIN) 163.00 RIM CLEANOUT WITH CAP 31 MAX SLOPE 2.00 FS MPERMEABLE LINER I :1 EXCAVATED SLOPE IL TER COURSE MIN. 18" MEDIA WITH MIN. 5 IN/HR FILTRATION RA TE MIN. G VEL 157.63' INV EQUIPMENT PAD FS 164.010-----/ 6" MIN. FREEBOARD 163.50 F·c;----,,,, IIN. 6 UNDERDf ETAINING CURB MPERMEABLE LINER IUER COURSE RIFICE PLATE ( '0 OUTLET) IMPERMEABLE LINER XISTING 159.50 INV RIFICE PLATE (0.5"0 OUTLET) UNCOMPACTED SOILS IOFILTRATION B NOT TO SCALE (9 S:\Projects\2016\16023_Legoland2017 _ Carlsbad CA\Design\Oelta 2\O2-GP -05 -Storm Drain P!an-Final.dwg %. '~~:~:-•. '' ~t;.: . "'·-~ I 6;_-{ii/F S -161.20 IN\/.-- j\ BIOFILTRATION ~BASl~I REMOVED ;·, '•:<\<-'.' ' ,-0 ' '•·: \ \ .,/"'_ --·--<t / / LEGEND ~ 165.22 FS (165.22 FSJ ---10u---- EXISTING CONCRETE EXISTING PAVEMENT SANDPIT AREA CONCRETE PAVEMEN'I LANDSCAPING PROPOSED STAMPED CONCRETE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION EXISTING CONTOUR PROPOSED CON rouR EXISTING BUILDING PROPOSED BUILDING WALL PROPOSED CURB • _ _j_ __ _ FLOW LINE ,,-v---v----....~v'"v---v~,PR~~0 --so----- --w--- --ss ----- -·--------RW'----- G-- ■ • I lii-J ------0 ~---- PROPOSED STEM WALL ~ PROPOSED RETAINING WAL~ PROPOSED TRENCH DRAIN PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED WATER LINE EXISTING WATER LINE PROPOSED SEWER UNE EXISTING SEWER LINE PROPOSED FIRE LINE EXISTING FIRE LINE PROPOSED RECLAIMED WATER LINE EXISTING RECLAIMED WATER LINE SEWER CLEANOUT PROPOSED AREA DRAIN PROPOSED ATRIUM GRATE PROPOSED FIRE HYDRANT PROPOSED BACKFLOW PREVENTOR RIP RAP /; -~~i\ :::c:~, ·-, -. \ STORM DRAIN.~<•· ALIGNMENT REViSEi:( STORM DRAIN CONSTRUCTION NOTES CD INSTALL 4'' HOPE SfOR1'v1 [)RAIN PIPE @ INSTALL 6" HUPE STOHM DRAIN PIPt:: ® INSTALL ·12" HOPE STORIVI DRAIN PIPE YYTT LIMIT OF GRADING CUT/FILL SLOPE EXISTING MANHOLE EXISTING UTILITY BOX EXISTING TREE EXISTING LIGHT 'ON CRETE PER DETAIL I, SHEET 7 SAND AREA /13 REBAR AT MID· HEIGHT OF SLAB ON AN 18' 3" GRID EACH WAY ~PCC ~~~}i~2~4J"t2 ,~~~~ .. -·-·--.,;y;F-· . · ·,. , · · .. ·, .·.· ... • •..• ·12·· :.h I I IU!Tr1filr;11111 I ll[llli 111 ;r 1111 Ill I' JlJ Ill 11----~11-~II Ill II~ E TEST AND COMPACT. _ __,, SUBGRADE TO 90% RELATIVE COMPACTION 'OLD JOINT ONCRETE lURNDOWN HARDSCAPE TO SAND AREA TRANSITION A NOT TO SCALE ,, \ © INSTALL 6'' NOS TRENCH DRAIN PER DETAIL 9, SI-IEET 7 ® INSTALL STORM DRAIN AREA DRAIN IN HARDSCAPE AREA PER DETAIL 5, SHEET 7 ® INSTALL STORM DRAIN ATRIUM GRATE IN LANDSCAPE AREA PER DETAIL 4, SHEET 7 0 INSTALL 12x12 TRAFrlC RATED DRAINBOX ® CONNECT TO EXISTING STORM DRAIN LINE WITH TEE CONNECTION ~ ~:,;_ NOT USED ffi NOi USED & & INSTALL STORM DRAIN CLEANOUT PER DETAIL 6, SHEET 7 14 CORE DRILL 60" HOLE INTO EXISTING CONCRETE STORM DRAIN CLEANOUT @) NOTUSED ffi DEMOLITION NOTES IT] PROTECT IN PLACE [I] REMOVE GENERAL NOTES 1. UTILITY PIPE TRENCHING TO GE CONSTRUCTED PER DETAIL 7, SHEET 7 2 CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND GRADES BEFORE ANY CONSTRUCTION IS STARTED CONTRACTOR TO NOTIFY THE ENGINEEFI If fHEHE IS A DISCREPANCY BETWEEN THE ITEMS IN THE FIELD AND THE PLAN. ---::-EXISTING RETAINING WALL ABBREVIATIONS FS FS FF INV TC TG TW FL HP TS FINISHED SURFACE FINISHED GRADE FINISHED FLOOR INVERT OF PIPE TOP OF CURB TOP OF GRATE TOP OF WALL FLOWLINE HIGH POINT TOP OF STEM WALL 10 GRAPHIC SCALE SCALE: 1" ~ 10' "AS BUil T" ~ RCF {/i57s EXP 20 DATE / ~rg-19 DATE 1,L-.~-+c~-h--------------1----l.-__j,, _ _J _ __J I SH5EET I CITY OF CARLSBAD I SHE9ETS I f\'6,,/.-,iJ/ luSyf.'i',"J~+"2~TH,,,IS,,S:"H"E"'ET._RncEccPc,lA:cC,cE.'S2S HncEccE.'T.'5"APccP,"R,e,0"'VEccD"O:"C"I 5"'/5"'/2cc,U,,11,_ __ __j. ___ -J.-~-+S>J!.lLI. V, ss ENGINE ER ING DEPARTMENT srORM DHAl~J ADDED TO HAYS IACK DFtYER FACIL.ITY ~G=HA=D=IN=G=-'P=ER=M=IT=F=O=R=.=============.:: .':i/:J/2017 M DATE: Ef\lGINEER OF WORK SANDAREATRAMSITIO_N_DE_T_AI_LR_E_VI_SE_D ________ -+---l---+---1----' LEGOLAND _ WP1 7 _ WATER SLIDE STORM DRAIN AMO CAfCH BASlt'-J ABANDONED BY END OF SLIDE DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE lf\JITIAL CITY APPROVAL DWN BY· CHKD BY: RVWD BY: PROJECT NO. SOP 16-25 DRAWING NO. 499-?A ' ) 0 JJ )> ~ z G1 z C s Ul m JJ I m p !B 0 I " JJ :D JJ mo )> ., oo q EI-c ~ i; t~ ;,; ~-CJ) ~! . z m -u· • " p' G1 :: ~-z (! 2·~ z ~) C < '.j ~ I C H '.fl~ s ~; m rn 'I~ s Ul w_z m z JJ rn el p I in p ·r1 n 0 0 " u] JJ ~ f!Jg )> S>r ~ 30-:il~~ "' (IJ qi g ·< ' z ..., ·u • ~, G1 i~i: ~ z,~ z c~ · i ;;::-r C gwa ~ '.B ;~ s ~ W· " " Ul r~1 m JJ w II Si p I I I 06 '18'/8 ; ) 0 JJ )> UI ij 0 ~ ... (0 ~s Jl,Ol m JJ F1 V \ 165.80 RIM) .(I 53.70 INV) \/' \ 1 PRIVATE WATER CONSTRUCTION NOTES @) @) @ 8 8 @ @) @ INSTALL 2" PVC DOMESTIC 1NATER SERVICE LINE lf\lSTALL 4" PVC DOMESTIC WATER SERVICE LINE COf\JNECT LATERAL TO E:XISTING WATER rvl/\lN f.JQINT OF CONNECT TO BUILUING, SEE SEPA.RATE PLANS FOR CONTINUATION INSTALL 4" REDUCED PHt=SSURE AND BACKFLOW PREVENTOR PER CMWD STD DWGW-21 INST,\L! .. 2" PVC POTABLE "WASH DOWN" WATER LINE CONNECT POTABLE WATER LINE TO EXISTING WATER LINE INSTALL 6" PVC DOMESTIC WATER SEfWICE LINE / / EXISTING 24' STORM DRAIN 1 ~,,/-:::.;";;·;:;,;;· ·:···.--,-···;::: ., ,') // / :/ ./ I' ,, u // /" I' ~/ ! ;/ I PRIVATE SEWER CONSTRUCTION NOTES INSTALL 3'' PVC SEWER LINE INSTALL 4" PVC SEWEH LINE !NSTALL 8'' PVC SEWER LINE NOT USED ON THIS SHEET INSTALL SEWER LINE CLEANOUT PER DETAIL 3, SHEET 7 POINT OF CO~INECTTO BUILUING, SEE SEPARATE PLANS FOR CONTINUATION CONNECT TO EXISTING SEWER MANHOLE PER CITY OF CARLSBAD STD. PLAN S-7 CONNECT TO EXISTING GREASE INTERCEPTOR INSTALL 8' x 8' WYE CONNECTION S:\Projects\2016\ 16023_Legoland2017 _ Carlsbad CA\Design\Delta 2\D2 -GP -06 -Utility Plan-Final.dwg EXISTING 8" "=s"'To=R"'M~D"'R'"'A~IN-c--1 1 fu PRIVATE FIRE WATER CONSTRUCTION NOTES ® FIRE LINE PER SEPARATE FIRE PERMIT PRIVATE LANDSCAPE UTILITY CONSTRUCTION NOTES @ INSTALL 4" PVC RECLAIMED WATER LINE PRIVATE POOL SERVICE CONSTRUCTION NOTES @ INSTALL POOL SERVICE LINES PER SEPARATE PLAN Q ROTATED RELOCATED ~ PROPOSED DCDA '-----''- DEMOLITION NOTES [iJ PROTECT IN PLACE [I] REMOVE GENERAL NOTES 1. ALL COMMUNICATION, ELECTRICAL, POOL SERVICE, IRRIGATION, AND GAS CONSTRUCTIO~I 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 7 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. .. / WATER "WASH ! STANDPIPE RELCOATED IN SW CORNER OF SITE 5/5/2017 M 1 fHIS SHEET REPLACES SHEET 6 APPROVED Ot-J 2/1/2017 OCDAASSEfvlBLIES REMOVED/EXISITNG WATER LINES REMOVED PROPOSED DCDA ASSEMBLY ROTATED MOVED TO Fl r WITHIN SITE POTABLE WATER LINE RELOCATED TO RUN ADJACENT TO FIRE LINE SE'NER ALIGNMENT REVISED. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL / I j / ' ' I LEGEND I · 1 [XISTING CONCRETE I .. · :1 EXISTING PAVEMENT I I SANDPIT AREA , · .•. _'.: , ,, :-·] CONCRETE PAVEMENT t ' ' ' ' . ' ' ' ' ' '' I LANDSCAPING ~ PFIOPOSED STAMPED CONCRETE ~2.FS PROPOSED SPOT ELEVATION (165·22 FS) EXISTING SPOT ELEVATION · ii_j, EXISTING CONTOUR ---100---PROPOSED CONTOUR EXISTING BUILDING PROPOSED BUILDING WALL PROPOSED CURB --sc----- --rw- ----RW----- 0---- ■ • ------t,;;} ~ ----0----- YYTT PROPOSED TRENCH OflAIN PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED WATER LINE EXISTING WATER LINE PROPOSED SEWER LINE EXISTING SEWER LINE PROPOSED FIRE LINE EXISTING FIRE LINE PROPOSED RECLAIMED WATER LIN EXISTING RECLAIMED WATER LINE SEWcH CLEANOUT PROPOSED AREA DRAIN PROPOSED ATRIUM GRATE PROPOSED FIRE I IYDnANT PROPOSED BACKFLOW PREVENTO RIP RAP LIMIT OF GRADING CUT/FILL SLOPE EXISTING M/\NHOLE EXISTING UTILITY BOX EXISTING TREE EXISTING LIGHT [XISTING RETAINING WALL ABBREVIATIONS FS FS FF INV TC TG IW FL IIP TS FINISHED SURFACE FINISHED GRADE FINISHED FLOOR INVEFIT OF PIPE TOP OF CURB TOP OF GRATE TOP OF WALL FLOWI.INE HIGH POINT FOP OF STEM WALL 10 0 ~ GRAPHIC SCALE SCALE: 1"= 10' EXISTING G" STORM DRAIN 1' ., s 1, JI DATE INITIAL CITY APPROVAL "AS BUILT" DATE t-11-1r DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PERMIT FOR LEGOLAND -WP17-WATER SLIDE CDP 16-41 GR 2016-0031 DEV 20 16-0028 & 29 APPHOVED: CITY ENGINEER DWN BY: ,,,-_,,_~_ CHKD BY: \..~fn,,,v(~~ RVWD BY: UTILITY PLAN PROJECT NO. SOP 16-25 DRAWING NO. 499-7A 0 J'.J )';, ~ 2 G1 2 C $ OJ m J'.J 0 JJ ~ 2 G1 2 C $ OJ m J'.J 061818 0 J'.J Cl ~ ~ -a, C) 2 0 ,. G1 ... ID 2 ID ID C • ""' $ > OJ m J'.J I_ TYPICAL TRENCH SECTION WITHDIMEN.SIONS AND COMPACTION ZONES l;(ii,"iC,/ \\1c,IH Al](,,.-' __ , ,1-(('<¼J il::1:, j ifi!;t;(;\i t.'.)t-it NOTES.: P.\/.C. PIPE PIPE ZONE -,: ·,~,:/ft".. ~'ifd~,,.~iJ %,;,}~,II w,, - .:_s1f_. \ ,>D,N~8P IJNl:r''~'Jf-l'..lE!i '~10u'D , • .- ~-.--+-\ •-~~'J;VJ_I~•·--·~--•-=-=--.~~I , 'll.l . · ·' ·/fi/# I W:' \ ~ , •• J-ff?' / "'·· :S! ', I ~ f' / ''"' r)i \_ \,-4-~ ~ , l q---( .! @! \ t' I -~,... -----~-~---------0'-.,_ .... IL __ ~'{~.<IWJM AL\OWAilLS ~ 2' , ' ,a ·1 . ..., ; 1· SI.Oho,· E:..C",VAliGN ?. \;v; I ,-. •.,_ • . '/ t , f'V! ';,tv~_'U1t_M!;'.J'll3 ?f S ti [-]•. r.:-• -. --7· ·. '•. / / . l,VUIIIR . ,, . "--.-. t t 6 ~ ::;,, 1i6,ili.!9.il,_li,;2t/.• .· _~•it,{filH.o_.c_~f:u. mp __ ,;;,_, . 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UTILITY PIPE BEDDING DETAIL ' NOT TO SCALE NOT USED ON THIS SHEET NDS, INC, &51 NORTH HARVARD AVE, LINDSAY, CAi32.\7 TOLL FREE:: 1~Q()-726· 1.994 PHONE• (55Q) 562~8 F;J(; (559) 562-«M www.ridspro.c;qm ,.. ~I ----MIN.SAWCUT-----;,,' 1 .. 7 r::; ,. i·-,,C:-:=====;JJ(~ U_SE_ O~L Y OU™LOl"E_CLASS "X,' I "I' G!AATES WITH lJil-S fPl"I.IC,'.TION, SECTION AT QU~LO,E Cl-fN#IEL fil,s • -SECTION ~o~~~NELS TO IE 1NSTfilED-WITl-i 11.ANK Gl"'ATE. GliA.tE Tci iE. "1'.'0TECTED fl"-OM CONCll:ETE l'OUI". (COVf:1"..HOi.ES W!1l{ TN'E). 2. JNSTAl.l.ATION. to IE boMP'LETED IN ACCOl".DANCE WlTH M.'-J',IJFACTUll~'SS"E:c°IFlcATIONS - J, DO NOT 5CALE OM.WING. ' 4. THIS DAAWING IS INTENDED FOP\ USE IY MCttlTECTS, ENG!NEEl'tS, GOITTl'IN,TOl".S, GONSULTANJ-5,'J,ID DES1<3N_ !'~ESSlq['IAI.S FO_"-l"L.ANNING 1'\111.!'0SES OM..Y. ' 5, ~~~~= ~J~J6~~~:~~:;~i;:~0A~66/JJ:~~oF \lfVELOl'MENTIUTMuST ~ ~EWEDNi□.Y!'i,OVED / .. I l DURA SLOPE TRENCH DRAIN SYSTEM DUM.SLQ!'E INSTAilATION DETAIL-a.ASS 'A' f, 'I'~' ENCASENENT, SUSl'ENSION METHOOW/ ASl'I-IAI.T ; . 1".EVISION DATE 3--6-:10'1.5 ;tifi-,-H;:;::1 ..,.---+rs-I pi"'"~ !~ 2-1 6" NOS DURA SLOPE TRENCH DRAIN (9 NOT TO SCALE S :\Projects\2016\16D23 _ Legoland2017 _ Carlsbad CA \Design\Delta 2\02-GP -07 -Detail Plan-Final.dwg (9 ~l_l'j f',\"l)':(l Afti;.A. 1/fl.'.!ji:H itJ;.i ';!iA!.L !F -\}'N.i-'AUH) liJ q5y, MM C) NOT USED ON THIS SHEET NOT TO SCALE NDS 1290 ATRIUM GRATE OR APPROVED EQUAL-~ SEE LANDSCAPE PLANS FINISH GRADE ~-GRATE ADAPTOR ~~~ 4" DRAIN LINE I ~'------TIE INTO MAIN DRAIN LINE USE 45' ELLS, 90' SWEEP ELLS OR '4-5' WYES (GLUE FITTING TO PIPE) 4" ATRIUM DRAIN NOT TO SCALE 2 3 ~-~ r ~----'~ ----16 AREA DRAIN ALHAMBRA FOUNDRY FRAME & COVER A-12'1Qbl'.)fic£~ENT TOP OF PAVEMENT OR GROUND SURFACE~ G) @ C) 17. MIN. SLOPE TO DRAIN, lYP. 4" DIA. AREA DRAIN GRATE,SEE ARCHITECTURAL PLANS FOR MATERIAL AND COLOR FINISH 4" DIA. PVC RISER (LENGTH AS REQUIRED) © TOP OF PAVING @ SINGLE OR DOUBLE ENTRY @ 4" DIA. RIGID DRAINLINE (9 3 1/2" MAX STANDARD RUBBER PLUG--~ B"(lYP) SIZE OF VERTICAL RUN TO BE 4"MIN 1/8 BEND--1--11 WYE 3000 PSI CONCRETE STANDARD RUBBER PLUG ' <O ?~---UNDISTURBED EARTH ~~--~-7-.'/ ~ 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 6 •-'-~-·····"'"'.'"'"\ HEfEl}.J(J_-Hti_l_~ING l ., · •. fQUNOAT!ONDE,Tf\li, { tlC \,, '. ~ \ '\ l..205 l ,.,_ \ ·"'·,,., __ ,/_ . ""< ·-~~~ , -~" . -----·····-,-., .... .._·j .,,,,,.__ " 'i~Qo_t) .R_A!Lji}c_ iriSI M•="·""~ ·-- 'NI TH ~jl'TALA~CHQK ··-.'•-,,-,,,., I -_?¢G.-¢ONCHETf:;"CUf{6. ·. ----~ ",; 'ISQLI\TIQN)\)ltlT, ------~\,, l'<,,J /~~·-rH16Kfcc C.ciNc~t-rn -~ ·\> \\ ·1 :PAl.fEMENr.:caLOf{AND_flN!SH ·\. \\ \, ':PER PLANS, '· \_ ' '\ #3 REB'AR ON 18" \,, I '-,_. GRID EACH WAY --~ \ ,, ·' ; MID-H IGHT 9F SLAB ·· ]\\, ''. , I iLOP_:~ \ I \' f----7'\'' :--+--~..i.,,_~-4-,,-.,---x I I I CONCRETE PAVEMENT (MATERIAL, FINISH AND COLOR PER LANDSCAPE PLANS) NOT USED ON THIS SHEET C9 NOT TO SCALE C) NOT TO SCALE CAST IN PLACE CONCRETE CURB, COLOR PER PLAN. SMOOTH TROWELED FINISH. EXPANSION JOINT WHERE----~ INDICATED PER PLANS. PAV'TFINISHEDSURFACE~', • ACTUAL CURB HEIGHT SHALL : BE PER GRADING PLAN. '° PAV'T PER OTHER DETAILS UPPER 1e"OF SUB-GRADE MOISTURE CONDITIONED TO OPTIMUM AND COMPACTED TO MIN. - 95% 6"X6" CONCRETE CURB NOT TO SCALE PROPOSED STAMPED--- CONCRETE PATIO <J 21'' MAX ~ 6" 112~ TOOLED RADIUS (TYP) FINISH GRADE 1' BELOW T.O.C. (9 PROPOSED PATHWAY OR SAND FINISHED SURFACE <J l t IL-------,-----~- 12" TYP. L __ l.__J...----PROPOSED CONCRETE TURN DOWN NOT USED ON THIS SHEET TURNDOWN DETAIL WITH 2" CURB NOT TO SCALE M DATE INITIAL ENGINEER OF WORK NOT TO SCALE 2 THJS SHEET REPLACES SHEET 7 APPROVED Q[\J 5/5/20'17 REVISED TUNROOWN DETAIL 1 THIS SHEE 1· RC:f-'LACES SHEET 7 N'PnOVED ON 2/t/17 s TURNDOWN DETAIL Pt'\OVIOED FOR SAND AREAS ------------+---+----+----+---< CONCRETE PAVEMENT l"HICKNESS REVISED DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl IY APPROVAL 3 "AS BUil T" DATE INSPECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PERMIT FOR LEGO LAND -WP17 -WATER SLIDE CDP 16-41 GR 2016-0031 DEV 2016-0028 & 29 Cl IY ENGINEER R OWN BY; < -·,J>·- CHKlJ BY; '--."fi'-. RVWD BY; ~--·--··· DETAIL SHEET PROJECT NO. SOP 16-25 DRAWING ~O. 499-?A ' I I I I I I "' p .,, B I nil ,§8 ~l oC '! gJ ~ :.; ~ u, ~l . ~: il • ~; :I z ;i E ~ ,: ~ ~1 fM a >I JJ ""[] ~; Ol [TI t; 8l - Jwi z rn ~ 061818 I J I .... 0 ... (0 Cl :e c:, .!lo, (0 (0 ' .... J::, 0 JJ ~ z G1 z C $ Ill m JJ 0 JJ ~ z G1 z C $ Ill m JJ 0 JJ ~ z G1 z C s Ill m JJ 0 JJ )> ~ z G1 z C $ co m JJ I STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS LEGEND DESCRIPTION CASQA STD. SYMBOL THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED; CONTACT: _______ FRm~·------__ TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) DIRECTION OF DRAINAGE STABILIZED CONSTRUCTION ENTRY GRAVEL BAGS (SINGLE ROW) 2. AT (TEL.NO.)___ _ DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. TC-i ™ c:=x:::, 3. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE EROSION CONTROL HYDROSEEDING, PLANTING AND IRRIGATION 3EST MANAGEMENT PRACTICES (BMP) SELECTION TABLE INLET PROTECTION SE--10 I 5. 6. 7. 8. 9. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRAD ~G OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 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. ALL GRAVEL BAGS SHALL CONTAIN¾ INCH MINIMUM AGGREGATE 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 CON ,ROL 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 "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT_ 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 A40%%% 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 EROSION OF SLOPES THAT HAVE BEEN COMPLETED. A_L PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS A~D THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: 2. B. 2. 3. C. 1. a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. AREAS GRADED FLATTER THAN 61 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a_ NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBL!C. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 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%o/.o/. COVERAGE_ 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. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROW[H. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PEFI 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 JNTROL BMPS SEDIMENT CONTROL BMPS i" "' 0 z <( z Q i!! w <( ,- >-~ <( w i I " ('J rr w, .<( 0 " CJ w i rr w J; z J ~ w z O' ~. BEST MANAGEMENT PRACTICE' Wz ('J ., ~ ~ z 'c w w rr ~·z S3 ~ w 'l z rr w <( (BMPJ DESCRIPTION ➔ i5 w "' a' ,-" "l ('J w " CD ~Q >'i w J w -;f, ~~ w 8 =, wO a: u >-<( J ~ 0 >-('J > w " ('J z 0 z z 0 0 J ,-" " hl zCC 0 <( <( w w w "' cc w w"' F tg rr ,-0 zw ~ ~ ::, u a: " w"' 0 rr ,-0 "' w 0 0 ~~ g ':; 0 w w a: u z oo xcc ,_ w 0 w I CD a: tn :% <( ,-a: w~ I ('J $ 00 "' in w u a: ('J w u, ~ CASQA DESIGNATION ➔ ~ 0 N "<j-" a) 0, ~ C') J, "' :z " :z 0 0 0 0 0 ' w w w w w u CONSTRUCTION ACTIVITY w w w w w w Cf) Cf) Cf) Cf) Cf) Cf) Cf) Cf) I'> GRADING/SOIL DISTURBANCE ,A ,A ..>< ) TRENCHING/EXCAVATION ~ ~ ~ >< STOCKPILING DRILLING/BORING l'X CONCRETE/ASPHALT SAWCUTTING IX I/'--/'--;><. CONCRETE FLATWORK PAVING CONDUIT/PIPE INSTALLATION STUCCO/MORT AR WORK IX WASTE DISPOSAL STAGING/LAY DOWN AREA EQUIPMENT MAINTENANCE AND FUELING HAZARDOUS SUBSTANCE USE/STORAGE DEWATERING SITE ACCESS ACROSS DIRT OTHER (LIST) INSTRUCTIONS 1. CHECK THE BOX TO THF LEFT OF ALL APPLICABLE CONSTRUCTION ACTIVIW (FIRST COLUMN) EXPECTED TO OCCUR DURING CONSTRUCTION TRACKING NON-STORM WATER CONTROL MANAGEMENT BMPS BMPS z z z 0 0 0 0 Ci ;= I ;= z 0 0 u u z -,: ('J z z "' "' 0 <( "' "' ~ CJ O' <( w ,-,-Ce rr w ('J WW w ~ J zw z rr ~ u <( ow 0 w w 'c rr ;! c' u rr u w w o@ z w > ,-0 ,_ o"' L w w -w <( u t'l QC) w " z ~ ,_ NW :J $ FZ J zW " cc ;J fil ffi [:: ~o en z ::;'i: cc w iij '1 ;o LiiS w> CD CC ,-u <( ('J <( <( w'e ~crl to ~ i 0 ? cc ~QC 0 ~ CJ w a: -~ 0 ('J ~ uw 20 ~ ~ "' ~ C) " co i ci: ch J, J, ch a: s f--f--z z z z ><-;x .>< WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS ~ >-w z 2 w 0 w " z ('J w <( w <( \1_ z z ,-U! <( w to z 0 " <( ,! c= $ ,-1~ w "' z w w z =, w ,- "' "' wW w GJ _J u, J J <( o~ >-:, <( n: cc 0 :s 0 w WW ii' "' ~ rr rr <'l cc ('J w u ~ ,-0 r:5 2 u <( "' 0 ~z CJ zz ,-n: 0 0 <( <( 0 <( 2 w mu u; a;:, u " N C') "<j-"' '° a) ' ' ' i i i :;, :;, :;, s s s s s s >< AREA DRAIN CONCRETE WASHOUT MATERIAL STORAGE AREA SANITARY FACILITIES WASTE STORAGE AREA SOIL STOCKPILE LANDSCAPE STOCKPILE MATERIAL STOCKPILE EQUIPMENT STORAGE HAZARDOUS MATERIAL STORAGE WM-8 WM-1 WM-9 WM-5 WM-3 WM-3 WM-1 WM-6 cw MS TF T ss LS MS ES HM CLEANUP MATERIALS CM CONSTRUCTION TRAILER IXI I+ + +++++I SEDIMENT TRAP ' ± ± + . --SF-----SILTFENCE ·= GRA\/ELBAGS ---x ---CONSTRUCTION FENCE 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFOf1E ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. e. 3 lbs PER ACRE OF ALYSSUM (CARPET OF SNOW) f_ 1/2 lb. PER ACRE OF DIMORPHOLECA 2. LOCATED ALONG THE TOP OF THE BMP TABLE IS A LIST OF BMP'S WITH IT'S CORRESPONDING CALIFORNIA STORMWATER OUALIW ASSOCIATION (CASOA) DESJGNATION NUMBER. CHOOSE ONE OR MORE BMPS YOU INTEND TO USE DURING CONSTRUCTION FROM THE LIST, CHECK THE BOX WHERE THE CHOSEN AC rlVI rY ROW IN rERSECTS WI rH THE BMP COLUMN 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR "IOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NO r SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. g. ITEMS c,d,e, AND I 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 HYDROS EE□ SLURRY AT THE DISCRETION OF THE CONTRACTOR. 3. REFER TO THE CASOA CONSTRUCTION HANDBOOK FOR INFORMATION AND DETAILS OF THE CHOSEN BMPS ANO HOW TO APPLY THEM TO THE PROJECT. 3" MIN, OPENING BETWEEN BAGS TOP ROW A.-1- 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 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. SECTION A-A 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT 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 PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL 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 PREDICTED (40%%% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION_ THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL 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 EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS". OWNER CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM 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 THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIG~IED OFF BY THE CITY OF CARLSBAD. OWNER(S)/ OWNER'S AGENT NAME (PRINT) DATE 3. 1. 2. 2. 3. 4. 5, FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15%%% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. J AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: C ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 61 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWfH 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. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZEfJ, 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. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90%%% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. LANDSCAPING SHALL BE Av~OMPLISHED 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 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 SF. (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): 0 HIGH □ MEDIUM CIVIL ENGINEER OWNER/DEVELOPER ARCHITECT OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE) DATE COMMERCIAL DEVELOPMENT FIESOURCES 4121 WESTERLY DRIVE, SUITE 112 NEWPORT BEACH, CA 92660 TEL: 949-825-5222 CONTACT: AARON ALBERTSON PRINCIPAL EMAIL: AALBERTSON@CDRWESFCOM LEGOLAND CALIFORNIA 1 LEGOLAND DRIVE CARLSBAD, CA 92008 TEL: 760-918-5300 CONTACT CHRIS BRZEZICKI PROJECT MANAGER EMAIL: CHRISTOPHER.BRZEZICKI@ lvlERLINENTERTAINMENTS.BIZ ETHOS ARCHITECTURE 24542 CREEKVIEW DR. LAGUNA HILLS, CA 92653 TEL: 949-412-3556 CONTACT SCOTT HOLCOMB PRINCIPAL EMAIL: SCOTTH@ETHOSARCH.COM A -1- GRAVEL BAG DETAIL NOT TO SCALE (9 STEEL OH~ WOOD POST --......, .36" HIGH MAX, ~PJt-:clNG HEIGHT STANDARD DETAIL THENCH wrrH MATIVE BACKFILL NOfE: N ' AL TER~IATE DETAIL rnENCH WI TH GRAVEL \. INSPECT ANIJ REPAIR FENCE ,'.F fER EAGH STORM EVE~lf MO REMOVE SEDIMENT WHEN NECESSARY, 2. REMOVED SEDIMENT "SHALL BE DEF•OSlfEc) TO A.'J AREA fHAf WILL ;,.10T C<JNTT-lllJUTE SEDIMENT OFF-SITE ANO CAN BE ?rnMAMENTL"( '.iTABILILE1. J. 51LT FENCE SHALL BE PLACED ON SLOPE CONT{)u:~s ro MAXIMIZE PONDING EFFlCIENCY. SILT FENCE DETAIL SILT FENCE DETAIL NOT TO SCALE C) DATE INITIAL ENGINEER OF WORK PLAN VIEW '!OTES: MlTE'i: 1. GRAVEL BAG MATERIJ:L PQLY?ROP'(LE1'IE, P.CLYETHYLENE OR PQLYMIOE WOVE~J I. F.MJRIC, MINIMUM UNIT iEICHT ,1 OlJNCES Prn SQUARE YAR0, MULLEN GUHSr smENGTH EXCEEDING JOI) ?SI ANO ULTRAWJLET '3rM!iLITY EX~EECl~JG -/0½, 2. CRAI/EL BAC SHALL GE FILLED WI fH J/J." ROCK OR 1/~" PEA Q[\AVEL. 2. 3. PLA.CE JEIIERAl. LAYERS CF GRAVEL BAGS (t2~ MlNIMUM HIGH) OVERLAPPING THE 8ACS AND PACXINC fHEM TIGHTLY TOGETHER 3. 4. LEA'iE GAP OF ONE 0AG ON THE rop l{OW fO SEHI/E A5 A <;PJLLWAY, 5. PLACE WIRE MESH OVER AND r (~.!INIMU~) BEYOND THE INLEr STRUCTURE. 4. 6. PLACE flUER FABRIC Ql;ER ','iiRE ,1AESH" !. PLACE .5/4" TO J" Gf{AVEL 01/ER 'IHE FIUm f"AURIC/'t/lHE ME'.lf-l {12" l,IINl~IJM OEP-l"H Q\IER THE ENTIHE INLET OPENING). FL,"o.CE CwRB T1'7'E ::iEDIMENT BARR!Egs ON GENTLY -SLOPING smEET SCGME~([S. WliE1~E WA TF.I~ CAN POND ANO ALLOW SEDIMENT TO '..iE!-'ARA TE FRCM ~UNOFF. SANDDAGS, l)f" C::I rHEI{ GUf{LAP DI~ WOV[N GE_C\EXlll[ fAl:lHIG, fa,m:: FILLED WITH GHAYE_I,.., LAYEfiED A.NU PACKED Tlf~HTLY. LEAVE ONE SANDBAG GAP IN THE' TOP Haw TO PflO.VIOE A SPILLWAY F{jf< 01/EFWLOW. l~ISPEC_T BARRJERS ArlD RD,IOVE SEDIMENT AFTER EACH_ $_TORM EVrn r. SF.DIME~IT AND GR..;VEL MUST BE REMOVED ,rnrn:,,t Ti-LE TRAVELED WAY IM,\IEDIA 1Et. 'r'. STORM DRAIN INLET PROTECTION 1 NOT. TO SCALE ~-1# TO 3M COARSE AGGREGATE STABILIZED CONSTRUCTION ENTRANCE C) NOT TO SCALE I SH~ETS I I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT EROSION CONTROL PLAN FOR LEGOLAND -WP17-WATER SLIDE COP 16-47 GR 2016-0031 I SWPPP TITLE SHEET DEV 2016-00?8 & 001 APPROVE□:(,/ AJ W) JASON si7LDERT CITY ENGIC,,WER "2; 201::;- RCE 63912 EXPIRES 9;30;18 ATE OWN BY 1.._ff. PROJECT NO. DRAWING NO. DATE INI 11;.\L DAil'. INIIIAL CHKD BY: 499c7A REVISION DESCRIPTION OTHER APPROVAL CITi' APPROVAi RVWD BY: SOP 16-25 _, 00 0 ..... (0 □ JJ i 2 (jJ 2 C ~ Ill m JJ □ JJ ~ 2 (jJ 2 C ~ cc m JJ □ JJ ~ 2 (jJ 2 C ~ CJ] m JJ i i ' I .:.:.~r ::-,IM ):i:i + + ' '.~f;;>~, -,} S:\Projects\2016\16023 _ Legoland2017 _ Carlsbad CA\Design\Delta 2\02 -GP -09 -Erosion Control Plan-Final.dwg WATER FUN ZONE .... ~~•"'" A \ • A ✓ . -~··-.. if<'"'·· - __ , .. , .. -,c X --,__,,,-·::'::-;,Fi:r:) ~-~ -...._:.:~, \!.-\!.-;_; -<C\fli X ·-,,,__:-:---~ ~'-._ ' '" ~0 >-~' -~;,, : A ~.~'\~~::::= -\-. •. •.\{~'< •s~," ~- , © + " ' ' ' '< . ' '( .. •, . -,. 3 • -., _,. . ... '. <] 5 6 f q .. ... ~·cc·'-c'--··~1•'--'--0 -~'f~.: : ~-~--• q, 1 ·• -~ RESTROOMS i .. !9 // )_ .. · if ,,,. --;,✓ .,/ / ::•· .( ,;/" ,' .. • . ' . . ' EXISTING MECH YARD \ \\ \ % \.. \ \..-\ \ ' 4 ' \i ~\\ . -\ i ... \ ' ' ----\ \ \ \ ~ " ., / ! (\\ ' ' ' " ..,L. '\ I ~~. -1-- . -, \ j / / :> THIS SHEET REPlP.CES SHEET 9 APPROVED ON 5/5/20 t 7 7 ;> . ..,,, / " -+-" I ' " 6 j I ' I / / ~ ' ,<;, / ' ' ' / /~ CATCH BASINS RELOCATED AND ADDED. EROSION CUNfHOL REVISED EROSION CONTROL NOTES 0 0 SE-4, GRAVEL BAGS, SEE DE IAIL 3, SHEET 8 NS-10, CONSTF1UCTION ENTRANCE/Vt:HICLE TRACKING PAD. SEE DETAIL 2, SHEET 8. EC-4, STABILIZE GRADES GREATER THAN 3' IN HEIGHT SE-1. SILT FENCE SEE DETAIL 4, SHEET 8 SE-10, STORM DRAIN INLET PROTECTION, SEE DETAIL 1, SHEET 8 ® 0 ® INSTALL CONSTRUCTION FENCE PER DEMOLITION PLA.NS LIMITS OF GRADING PER GRADING PLANS INSTALL FENClf\JG TO SEPARATE WP17 AND MAIN PARK PER ARCHITECTURAL PLANS LEGEND DESCRIPTION DIRECTION OF DRAINAGE STABILIZED CONSTRUCTION ENTRY GRAVEL BAGS (_SINGLE ROW) INLET PROTECTION AREA DRAIN CONCRETE WASHOUT MATERIAL STORAGE AREA SANI l"ARY FACILITIES WASTE STORAGE AREA SOIL STOCKPILE LANDSCAPE STOCKPILE MATERIAL STOCKPILE EQUIPMENT STORAGE HAZARDOUS MATERIAL STORAGE CLEANUP MATERIALS CONSTRUCTION TRAILER CASOA STD. TC-1 SE-10 WM-9 WM-5 WM-3 WM-3 WM-I WM-6 SEDIMENT TRAP = SILT FENCE GRAVEL BAGS CONSTRUCTION FENCE LIMIT OF GRADING 'CONTRACTOR IS TO UPDATE SWP.P.P. WALL MAP (THIS EXHIBIT) ro 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. INACIWE AREAS OF CONSTRUCTION ARE AREAS THAT HAVE BEEN DISTURBED AND ARE NOT sr:;HEDULED TO BE RE·DISTUFlBED FOR AT LEAST 14 DAYS 10 INSPECTOR 0 10 GRAPHIC SCALE SCALE: 1" = 10' CITY OF CARLSBAD ENGINEERING DEPARTMENT SYMBOL CW MS TF T ss LS [/Jif""J I ES I HM I I CM I 1><1 20 DATE GRADING PERMIT FOR: EROSION CONTROL PLAN FOR: LEGOLAND WP17 -WATER SLIDE CDP 16-47 GR 20160031 SW PPP EROSION CONTROL PLAN "'oc:cE""V,',2~0~1~6-~0~0~28~&-2~9 ----·---,c--=~=~-=-==-~c--c-c-=----+---+---+.,.--,ct-crlc=,,_---1 fa.A THIS SHE<::r HEf-'LACES SHEET 9 APf'HOVED ON 2/1/17 CATCH BASINS REMOVED i RELOCATED. EFIOSION CONTROL flEVISED. DATE INITIAL DATE INITIAL Ef'JGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL CITY ENGINEER OWN BY: CI-IKD BY: (H~~~~­ RVWD BY: PROJECT NO. SOP 16-25 DRAWING NO. 499-?A I I I I I (' I I I I I I I , , II ' ' ' ' 0 JJ :c, ~ z Cil z C s OJ m JJ 0 JJ :c, ~ z Cil z C s OJ m JJ 0 lJ ):, ~ z Cil z C s OJ m JJ 061818 0 JJ C ~-:e U) C'I z 0 ,a:,. Cil ... U) z U) U) ·.:.i C J> s OJ m JJ