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HomeMy WebLinkAboutDWG 517-2A; CUP 2017-0009; ECO-FRIENDLY AUTO SPA; 01-09GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTFR 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 OTIIER 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 OOES NOT RELIEVE Tf-I£ DEVELOPER OR ENG/NEER-OF- WORK FROM RESPONSIBILIIY FDR /HE CORRECTION OF ERRORS ANO 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 PFRMIT 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 WR/[/NG THE POLICY MUST HAVE A RA TING OF "A " OR BETTER ANO A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. ti. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND 0/HER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIA ff SHEET OF THE PLANS ANO THE TITLE SHEET. 8. ORIGINAL ORA WINGS SHAU_ BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THt ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BU/LT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE 01 THE WORK BY !HE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF /HE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENOA T!ONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT ALL CONTROLLED GRADING SHALL BE OONE UNDER /Ht DIRECFION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN !HE FltLD OF APPLIED SOILS MECHANICS ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND /Ht "EAR IHWORK SPECIF/CA FIONS" A TTACHEO TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 13. !LERECONSTRUCTION MEEFING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND S/JALL BE A TTENDEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUP[RVIS/ON. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION I/NE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A DA TE ANO TIME FOR THE PRE CONSTRUCT/ON MEEFING APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24 :HOUR .. INSF'ECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAO£ THE NEXT WORK DAY UNLESS YOU REQUEST OTHtRWISE. REQUESIS MAOE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPL/CAN/ IHROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALi. BF SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA T/ONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING !Ht DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HA ZARO OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENC/1 OR TRENCHES OR DURING THE PIPE INSTALLATION THERnN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY T/1£ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS Tl TL£ 8 CALIFORNIA ADM/NISTRA TIVE CODE THE PLAN SHALL BE PREPARED BY_A REGIS_(EREJLfNGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OS/iA EXCAVATION PERMIT MUST BE SUBMITTED TO Tl-IE INSPECTOR PRIOR TO EXCAVA T/ON. 17. NO /JLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CIIY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF Tl-IE SC/-/EDUL/NG OF BLASTING OPERA T/ONS. 18. IF ANY ARC/-/AEOLOG/CAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONS/RUCT)ON,_QPERA TIONS WILL CEASE IMMED/A TEL Y ANO THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECFIVEO WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SITF OR ADJACENT THERETO, /NCLUDINC WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTl!MOV/NG EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO 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 LIS{ OF C/{Y HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. Allc_ OFF--SITE /-/AUL ROUTES SHALL BE SUBMITTED BY Tl-IE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MA TERI AL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BF GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL /ING IN /HE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP ANO/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDIT/ON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED 0/-A I A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANfED AND/OR /·/YDROSEEDED W/Tf-1/N TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON Tl-IE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON AU SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 517-2L AND/OR AS DIRECTED BY THE CITY ENGINFFR OR PLANNING DIRECTOR. 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH Tf-I£ LANDSCAPE ANO /RR/GA TION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WI/ERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF T/-IE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JO. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT Tl!£ ACTUAL LOCATIONS ARE IN CONFLICT WIT/-/ Tl-IE PROPOSED WORK. 31. THE CONTRACTOR SHALL NOTIFY AFFECfEO UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING OA YS l'HIOH /0 STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) SOC&[ AT&T SPECTRUM CABLE COX COMMUN/CATIONS CITY OF CARLSBAO(STREETS & STORM DRAIN) CITY OF CARLSBAD(SEWER, WATER & RECLAIMED *SAN DIE GU/TO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECI TOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT */JUENA SAN/TA TION DISTRICT *AS APPROPRIATE 32. PERMIT COMPLIANCE REQUIREMENTS: WATER) 81 / (800)411-7343 (619)237-2787 (800)227-2600 (619)262-1122 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 x1330 A FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TEC/-INICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBM!TfEO TO Tl/£ CITY ENGINEER VIA T/-1£ PROJECT INSPECTOR PER SECTION 15.16.120 Of-!Ht CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO /RR/GA T/ON ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING Dtl-'ARIMEN 1). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENC/NEER, WHICH INCLUDES R[COMM[NDEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIFS OF FIELD ANO LABORATORY TESTS. Tl-IE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH Tl-IE 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. (5) PERMANENT STRUCTURAL BMP INSTALLATION CERT/FICA TE. (6) PERMITTED WALL FINAL INSPECTION REPORT. 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PR0/-1/B/T WASTEWATER DISCHARGE DOWNSTREAM STENCILS SHALL BE ADDEO TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE T/JAT 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 Tf-lAT Tf-lE DESIGN IS CO,'ISISTENT WITH CURRENT STANDARDS I UNDERSTAND Tl/AT Tl-IE Cl-JECK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD oats NO r R[L/EVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CT£ ALJDRESS: __ 1441 MONFIEL ROAD SUITE 115 CITY, STA TE: ESCONDIQQ_C~A ______ _ TELEP/-10,t!_E~ (760) -746~,4955 BY. ~ ..,) DANJEL-T.rv/A TH DA TE: -'",5L/7,_,/c,2c,O,c20"--- </'/,OffSS I OJII 8' x,1-T, '1< 0' ,t,, (1 K ~ 'Y Gl &) ' ..-,-\ --z;; q No.61013 :c /A w '" "' EXP.12/31/20 co • • R. C.E. NO.: 61013 REGISTRA T/ON EXP/RATION DA TE: _ __,_12'°'/c..s3"'-1'-'l2c,Oc__ __ _ SOILS ENGINEER'S CERTIFICATE I, DANIEL T. MA TH A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF T/-1£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN T/-1£ FIELD OF APPLIED SOILS MECHANICS, /JEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN Tl-IE DATES OF SEPTEMBER 16 2016 ANO FEBRUARY 18 2020 TWO COPIES OF THE SOILS REPORT COMPILED FROM Tf-1/S STUDY, WIT/-/ MY RECOMMENDATIONS, /-!AS BEEN SUBMITTED TO /HE OFFICE or T/-IE CITY ENGINEER. SIGNED: G.E. NO.: 2665 DA TE: 5 /712020 LICENSE EXP/RATION DA TE: _~1ce21/-"'J_,.,1 /'-'2"-'0,,__ OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY Tl·IA T A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE. IF T/-1/S PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) /-/AS BEEN OR WILL BE RETAINED TO SUPERVISE IMPIEMENTA TION OF Tl-IE SWPPP IN ACCORDANCE WITH THE Cp,!\L/FORNIA CONSTRUCTION ORDER ANO MUNICIPAL PERMIT, LA TEST VERSION. L,t,,..A • .a ~Juu.__-µ,~ ~,~,~()~0 0('.) 6 STELLAR PROPERTIES LLC OAT£ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON T/-/[SE PLANS WAS GENERA TED BY CONSTRUCT/ON TESTING & ENGINEERING INC FIELD TOPOGRAPHIC INFORMATION GATHERED ON DECEMBER 13 , 2017. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TONY SARA AT (760) 591 3109 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOF/ EMERGENCY WORK Sf-/ALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINE:NT. 3. FOR PROJECTS COVERED BY STATE SWPPP /WD/0, IN ACCORDANCE WITH THE CONSTRUCTION ORDER .ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) S/-/ALL UPDATE AND MAINTAIN Tl-IE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SlfE CONDITIONS OF THE PriOJECr. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE ANO MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCT/ON BMP'S BEYOND THE ORIGINAL APPriOVfU SWPPP :;HALL BE PROVIDED TO ADDRESS SlfE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE Cl TY INSPECTOR. THE OSP SHALL OBTAIN APPROVAL FROM Tf-lE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY S/GNIFl~'ANT CHANGES TO BMP DEPLOYMENT. 4. Tl-IE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. Tl-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES Wf-//C/-1 MAY ARISE. 6. THE CONTRACTOR SHALL £3£ RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA rE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER Tf-I£ APPROVED SWPPP ANO /OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SL.OPE AT Tf-lE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN Sf-/ALL BE IN PLACE AT Tf-I£ ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT ANO Off/ER DEBRIS S/-/ALL BE REMOVED AFTER EAC/-I RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WIT/-/ 3/4 INC/-/ MINIMUM AGGREGRA TE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON STA TE OF CALIFORNIA. ' TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA T/ONS AND THE FOLLOWING: A. H YDROSEED/NG SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL} OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HE/CH T. 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 ROUG/-I GRADING. b. /DEN{IF/[D BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS . IMMEDIATE TR[A TMENc B. HYDROSEEDEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES {HAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION . SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION ro THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3, /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF T/1£ 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 SC/-/OOL CIA CALIFORNICA d. 4 lbs, PfR ACRE OF ACH/LLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. I /2 Jb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEOED 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. , ,. ALL SEED MATERIALS S/-/ALL BE TRANSPORTED TO Tf-1£ JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA T/ON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON~Pf-/YTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYOROSEEO SLURRY AT THE: DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT {HE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYORAULICALL Y 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 Sl)LFA TE, 16-20-0, WIT/-/ 15% SULP/-/UR APPLIED AT THE RA TE OF 500 lbs. PER ACRE D. AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY: 1. ROUGHENING {HE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING .AREAS 6: 1 OR FLATTER THAT ARE SUFF/C/ENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BU{ NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, Pl/ ADJUSTMENT, LEAC/-I/NG COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. [. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE T/-I£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. F. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED ANO/OR HYDROS[EDED WIT/-/IN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) S/-/ALL BE INSTALLED PER EC-7 IF THIS REQU/REMEN r CAN NO r BE MET, JU TE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GERMINATION OF HYDROSEEO FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER i, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. , JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLIS/-I£0 ON ALL SLOPES AND PADS AS REQUIRED BY THE. CITY LANDSCAPE MANUAL, THE L.ANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY .Tf-lE CITY ENGINEER OR CITY PLANNER. .· ABBQYIATIONS: VAC VACUUM ROOM FL FLOW LINE RR RESTROOM FS FINISH SURF A CE BFP BACKFLOW PREVENTER re· TOP OF CURB PROJECT LOCATION FF FIN/SH FLOOR SD CO STORM DRAIN CLEANOUT THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S) TP .... TOP OF PAVEMENT DDCVA . DEJECTOR DOUBLE CHECK 211-030 27 AND 28 LEC¾L DJ!iSCJW'TION · VAL \:E ASSEMBLY VICINITY MAP LEGEND GRADING ----·------=~=-----------1 DESCRIPTION owe. NO. SYMBOL QTY. CITY OF OCEANSIDE --------HIGHWAY ?s \ 't, ~..) ?) t, Y,.-r" , OCEAN WORK TO BE DONE () 0 I=-£ '" r ( i . I, 11 Jill t, f'1 _ ff NOT TO -c;;; L~• SCALE CITY OF VISTA Q p,J ~ '---1"--...~--4 L\ CITY OF ENCINITAS ' ~-1 THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THi's SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, 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. RESOLUTION NO. 7316 DATED DEC/5/2018_ 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY CTE DA TED SEPTEMBER 16 2016 ---·-. . ·"'--'-· - SUPPLEMENTAL REPORT/LETTER REVIEW DATED AUGUST 23 2019 AUGUST 28 2019 DEC 6 2019 FEB 18 2020. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. E~IVIRONMENTAL SITE ASSESSMENT PREPARED BY CTE DATED FEBRUARY 15 2018. -- 9, STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CTE DATED 02-11-2020 WDID NO. 9 37C389046 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY CTE DATED 02 26 2020. -- 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. INDEX OF SHEETS ENGINEER NO. 2 3 4 5 SHEET TITLE TITLE SHEET DEMOLITION PLAN GRADING PLAN IMPROVEMENT PLAN DETAILS CT£ -CONSTRUCTION TESTING & ENGINEERING INC. 1441 MONTIEL RD SUITE 115 ESCONDIDO CA 92026 (760) 746-4955 Ol[NER SUBDIVISION BOUNDARY PROPERTY LINE RIGHT OF WAY CENTER LINE EASEMENT SET BACKS LOT LINES 8" PVC SEWER LINE (PRIV) 2" PVC WATER LINE (PRIV) PA TH OF TRAVEL EXISTING FENCE MAJOR CONTOUR MINOR CON TOUR MIN. 4" OVER 8" BASE AC PAVEMENT MIN. 4" OVER 12" BASE AC PAVEMENT BIO-FILTRATION PROPOSED LANDSCAPE PROPOSED 4" CONCRETE SIDEWALK RIP RAP NO. 2 BACKING 2' VEGEIE/ED SWALE 3' WIDE CONCRETE GUTTER 15" HOPE PIPE (PRIV) 8" STEM WALL 6" CURB SEWER MANHOLE BACKFLOW CA TC/-/ BASIN TYPE F 36" STORMORAIN CLEANOUT 6" STORMDRAIN CLEANOUT SEWER MAIN CLEANOUT ODCVA W/6" CV CONNECTION TO WATER MAIN ENO CAP ASSEMBLY W/TRHUST BLOCK (£) 1" /RR/GA T/ON SERVICE (£) SEWER (£) WATER (£) GAS (£) FIRE HYDRANT PUB/JC IMPROVE:t.lENTS CC S-5 CMWO W-4 DET 10 SHT 5 DET 10 SHT 5 DET 6 SHT 5 MODIFIED SORSO 0-40 DET 13 SHT 5 DET 2 SHT 5 DET 4 SHT 5 SORSD G-1 CC S-1 CMWD W-20 SDRSD 0-07 SDRSD 0-09 SORSD 0-09 CC S-6 CMWD W-22 CMWD W-15 CMWD W-J ---~--- -R/W-- --s -- --w -- -0---0--D---- ' I I l ' , I ~ I+·+·~ ----·-· ® [:::.iii ~ ml @ @ ~ ~ ~ -RW---8-Q --(S) -- ----(W) - --GAS-- 334 LF 313 L.F. 5,683 SF 22,683 SF 1,345 SF 11,756 SF. 3,535 SF 2 £.A. 18 .LF 193 L.F 126.80 L.F. 190 L.F. 2443 LF 2 £.A. 3 EA 2 EA. 1 £,A. 2 EA. 1 E.A 1 £,A. 4 £.A 1 £.A. 6 BMP CONTROL PLAN STELLAR PROPERTIES, LLC 6030 A VEN/DA ENCINAS, SUITE 220 CARLSBAD, CA 920/1 ----------------------~---_-_-_-_::_::-------11 APPUCANT JAMES GARTNER & (760) 438-2000 PROPOSED 4" CONC. PUBLIC SIDEWALK SDRSO G-7 286 S.F. 53 L.F. ASSOC/A TES ARCHITECTS, INC. 2036 N. BROADWAY, PROJECT ADDRESS RESUREAC/NG & TRENCH 1" WATER SERVICE (PUB) CURB AND GUTfER TYPE G CC GS-26 CMWD W-3 SORSO G-2 lir~I 0-----(® 2 £.A 43 L.F. SANTA ANA CA 92706 (760) 560-9210 X 102 6010 AVENIDA ENCINAS CARLSBAD CA 92011 DEVELOPER NAME: STELLAR PROPERTIES. LLC. (PEGGY KELCHER) CONCRETE DRIVEWAY -TYPE A SORSD G 14A, d : ·.', [\ GS-12 '=.Ee, ======.-+l,\c\. 2 E.A ADDRESS: 6030 A VEN/DA ENCINAS STE. 220 CARLSBAD CA. 92011 PHONE NO.: (760) 496-2931 WATER DEMAND 1,181 GPO (2,300 GPD/10,000 SF X 5,135 SF = 1,181 GPO) 5.37 £DU'S (1,181 GPD/220 GPO/EDU = 5.37) EAk'fHWORK QUAN'l]TIBS cur 5,459 CY *FILL: 410 CY BUILDING OVER } mm mMcmM '·"' c, EXCA VAT/ON: 1,148.63 CY SITE OVER EXCAVATION: 1,181.52 CY IMPORT: 0 CY EXPORT: 5,049 CY *FILL INCLUDES 12% USED ON SHRINKAGE BENCH MARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF CARLSBAD SURVEY CONTROL STATION CLSB-142. A BRASS DISK STAMPED "CLSB-142 LS 6215" SET IN THE TOP OF A STORM DRAIN BOX INLET. LOCA TEO ON THE WEST SIDE OF A VEN/DA ENCINAS A 1 /2 MILE SOUTH OF PALOMAR AIRPORT ROAD AND 140 FEET NOF/T/1 OF Tf-I£ MOST SOUTHERLY ENTRANCE TO THE TREATMENT PLAN I. ELEVA T/ON = 33.049 DA TUM: NGVD 29 STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: n STANDARD STORMWATER REQUIREMEN/S ~ PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYOROMOD/FICA T/ON? [><'.] YES (SEE SWQMP FOR OOCUMENTA TION) □ NO . -----~------~---------- TYPE TC-32 MAINTENANCE DESCRIPTION OWNERSHIP AGREEMENT B/OFIL TRA T/ON STELLAR PROPERTIES, LLC I SHEET NO. 3, 5. 6 MAINTENANCE FREQUENCY MONTHLY TOTAL LOT AREA = 1.15 ACRES TOTAL DISTURBED AREA = 1.15 ACRES·-· _ "AS BUil T" (T/-I/S AREA INCLUDES BUT IS NOT LIM/ TEO /0 OFF-SITE WORK INCLUDING PUBLIC IMPROVEMEN rs AND TEMPORARY DISTURBANCE SUCH AS VEHICLE ANO EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TO TAI. PROPOSED OR REPLACED IMPERVIOUS AREA -39 469 SF RCE___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE J---t----+-----------1----f-: ---l----+------.11 SH1EET I CITY OF CARLSBAD I SH6EETS I . ENGINEERING DEPARTMENT ,:::G==R=A=D=IN=G:':;P=LA=N=s=F=o=R=, =========~~=~! l----+--------------------~1----1----+---l-----1 J---+----+------------------11----1----+---- I----+-----+---------- - _ , __ _,_ __ _J ECO-FRIENDLY AUTO SPA I 6010 AVENIDA ENCINAS CARLSBAD CA 92011 GR2019-0011 TITLE SHEET 0 '' THE CALIFORNIA COORDINAIE INDEX OF THIS PROJECT IS: PARCEL 1 OF .PARCEL MAP 1310 IN 'me CITY OF CARLSBAD, COUNTY OF SAN COP2017-0049 ~ N JT07'13" W 117'19'27" DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF Tl-IE COUNTY /IECORDER OF : c ...... ~ ..:\\' Construction Testing & Engineering, Inc. SAN DIEGO COUNTY, FEBRUARY 16, 1973. AS FIL[ NO. 73-042619 OF OFFICIAL AP~R~:~~ f-oR.. JASON s7/:h~T '.!,' II: L r RccoRos. REFERENCE DRAWINGS '" · ·· · , ,. ' , NL, Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying ----------------·-----J----t---1711,\----------------+----+----l----l-----.l 1•NG.'...(t\l'\N,¥il"-RCE 63912 EXPIRES 9130120. DATE ! ASSESSOR'S PARCEL NUMBER ' DWG 441-6, 441-6A, R,O,S, MAP NO, 14619 ANO DWN BY: JM . 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746-4955 Fax: (760) 746 _ 9806 . DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO DRAWING NO. ------1----1----1----+--_J ·~ 211-0J0-27 AND 28 R.O.S. MAP N0.16215, owe 138-8, owe 150-1, REVISION DESCRIPTION CHKD BY:~=-"" owe 467-9, OWG 474-5, ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: I);::,_ ' ___ cI_,P_2_0_17_-_0_o_o_9_~ 517-2A a...,__ _____________________________ _...;:~;,;;;.,;,;.;_;;;__ __ ~~~~~~~~~~~~-~~~~ " •. -.'<":··,~ ~ > 9-~ I _, Vl \ I I P J-\ Fi CE L J\J OJ 2 I P J\ j -J ,-----' ..r) r) r), I J 0000 2 -J o ~-J o o ~-J 5 1 _____________ _J \ \ \ \ \ \ (E) SIGNS ~El,/OV£ IW .. ~ Construction Testing & Engineering, Inc. CIE /Ne Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveyi ~ 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 -4955 Fax: (760) 746 -9806 DEMOLITION \ p I~,)('~ I J\j OJ f') ..1 r1 u--'---'-'----' 0 p J\;j -J r f"'J r-J r), 0000 2 -J o ~-J o o~-J s -¢- -~ (E) LAMP POST (t} RETA INING WALL T BE REMOV£0 CD (E) BUILDING \ \ \ \ ,/ / / \ PLAN \ (E) TREES TO BE REMOV£D / ,.,..,,--- / \ 9 (E) TREES TO REl,/AIN P J-\ R CE L J\J O J 9 J7 55 J-\CJ P J\;j -J 3 -J 0 2-J-J~ 0 3 0~2 7 0 P ;, ,) ('~I ..1\J1 U -'---'-'--' (E) TREES TO R£1,/AIN (E) FAQL/TI TO REl,/AIN 9J755 P J\;j -J 3 -J 0 2-J -J~ 03 0~2 7 20' 0 20' 40' - -- - 0 ---- - NOTE: DEMOLITION REQUIRES A SEPARATE BUILDING PERl,/IT AND MEET CURRENT RECYCLING REQUIREMEN TS SCALE : 1" = 20' DEMONO,ES CD DEMOLISH EXISTING BUILDING (I} REMOVE EXISTING CURB/AC BERM @REMOVE EXISTING CROSS GUTTER G) REMOVE EXISTING CONCRETE @RELOCATE EXISTING UTILITY @ REMOVE EXISTING PEDESTRIAN PA TH (J) REl,/OVE EXISTING FENCE ® REMOVE EXISTING PAV/NG @) DEMOLISH EXISTING DRIVEWA Y @REMOVE CURB &: GUTTER @ DEMOLISH BUS STOP CONCRETE &: WALL "AS BUil T' RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR GRADING DATE DATE I SH2EET I CITY OF CARLSBAD I SH6EETS I t--------t----t------~-------------ii-------+------t----;--------1 ENGINEERING DEPAR1MENT t--------t---+-------------------,1----+------t----;--------1 DA TE INITIAL ENGINEER Of" WORK RE VISION DESCRIPTION GRADING PLANS FOR: ECO-FRIENDLY AUTO SPA GR2019-0011 DWN BY: _.><m.._ DA TE INITIAL OA TE INITIAL . CHKD BY: ----;.;:,;-- 0 lHE R APPROVAL CITY APPROVAL RVWO BY: 6010 AVENIDA ENCINAS CARLSBAD CA. 92011 DEMOLITION Pl.AN PROJECT NO. CUP2D1 7-0009 CDP2017-0049 DRAWING NO. 517-2A ~ C ~L-----------------------------------------.....;;;....~----~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii:iiiiiiiiiiiiiiiiiiiiiiiiiiiiii:iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii Cl ~ \ Cl ~ \ L(56.23TC} P \ ij -J r f'J r--J rj J 'J . 0 0 0 0 2 -J o ~-J o o~-Js ' CURB CUT 55.JJTC 54.83FS L(56.7JTC) 55.87TC 55.37FS L(57.24TC} I I I I _J ~(E) CURB 56.42TC 55.92FS 54.84TC 54.34FS ® " s ~ "°· 9, 'L_ :i <p., i 20' 0 20' 40' SCALE: 1" = 20' CONSTl'IUCTlON NOTES CD MATCH EXISTING (i)TO REMAIN @TO BE RELOCATED G) PROPOSED CONCRETE @PROPOSED AC PAVEMENT PER DETAIL 10 SHEET 5 @PROPOSED LANDSCAPE (SEE LA NDSCAPE PLAN) (j_) MATCH EXISTING @PROPOSED DRIVEWAY PER GS-12 AND SDRSD DWG G-14(A) @BIO-FILTRATION FACILITY BMP1 -51.60 rs PROVIDED AREA: 945 SF. REQUIRED AREA: 922 SF. @)BIO-FILTRATION FACILITY BMP2 -51 .76FS PROVIDED AREA: 400 SF. REQUIRED AREA: 179 SF. @ MODIFIED CURB PER DETAIL 5 SHEET 5 @TO BE REMOVED @STEM WALL SEE DETAIL 4 SHEET 5 @ MODIFIED HANDICAP RAMP PER SDRSD G-30, G-31, G-32A, G32B PER DETAIL 4 THIS SHEET @a• STEEL ENCASEMENT PIPE W/EPOXY AROUND THE 6" PIPE @STREET LIGHT SHALL CONFORM TO THE STANDARDS SPECIFIED IN SECTTON 10, "STREET LIGHTS", OF CHAPTER 3 -PUBLIC STREET AND TRAFFIC STANDARDS IN THE CITY OF CARLSBAD ENGINEERING STANDARDS @ JENSEN PRECAST 750 GALLON SANO-OIL INTERCEPTOR MODEL JP750SO BY SEPARATE BUILDING PERMIT @3 -2,000 GALLON CLAR/FIERS BY SEPARATE BUILDING PERMIT @) PROPOSED ELECTRIC TRANSFORMER LOCA TTON I ® PROPOSED DO~SPOUT PER ARCH. DWGS. w 1 @ CROSSING DETAIL -3 • @ REMOVf WATER METER BOX AND CURB STOPS. CLOSE WATER ~ CORPORA T/ON, STOP AND CUT COPPER PIPE AT MAIN. n l h'i\MODJFIED RIP RAP PER SDRSD 0-40 ROCK CLASS NO. 2 BACKING, 1.1 / 'e!Jrr THICKNESS OVfR NON-WOVfN GEOTEXnLE FILTER FABRIC. ~ lo, 54.16TC 53.66FS ,.-,- 54.47TC 53.97FS ; IIIW .. ~ Construction Testing & Engineering, Inc. ~ Cl E ]NC Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying 55.91TC 55.12TC 55.41FS i 54.62FS i 55.29TC 54.79FS ""? 't 13.00' ;, ;, GRADING'\PLAN f'J 0 p J\;j -J I ..r-J r; r 1 0000 2-J o~-J o o~-J o \ \ \ \ \ (57.56TC\ '-._(5784TC} ◊ ;, 57.35Tc:=:r==="~ 56.85FS 56.85TC 57.09TC 56.35FS 56.59FS ;, ;, "© ------..; ~ 1300' ~ / (53.02TC) PROPOSED DO {52.60TC) NO T ENTER SIGN (54. 45TW) (52. 70BW) (E) sror{i) SIGN (P) SURFACE W-2 3 2.24' 1.44' a· PVC PIPE (S l'IR) 56.49TC 5599FS 56.65TC (E} SD MANHOLE PER GRADING PLANS ORA 'MNG NO. 441 -6A {E) 0/VfRSJON STRUCTURE PER GR AD/NG PLANS DRA'MNG NO. 441-6A NOTES (E) RETAINING WALL TO REMAIN P J-\ Fi CE L J\J O J flJ7SS J-\CJ P J\;j -J 3 -J 0 2 -J-J ~ 0 3 0 ~ 2 7 -ALL ON -SITE ADA ACCESS TO BE CONSTRUCTED PER APPROVED BUILDING PERMIT SITE PLAN. ADA DESIGN SHOWN ON THIS PLAN IS FOR REFERENCE AND PURPOSES OF ESTABLISHING FINISH SURFACE -EXISTING UTILI TY LOCA T/ONS AND ELEVATIONS SHOWN ARE APPROX/MA TE AND BASED ON AVAILABLE RECORD ORA WING JNFORMA TION UNLESS NOTED OTHERWISE. (P} SURFACE 2. 2' DETAL 1 -CAOSSN3 Pf'E DETAL 2 -CROSSING Pf'E EASBENTS ~ (E) 1000' EASEMENT SDG&:E RECORDED ~ ON DOCUMENT 73-291122 PER PRELIMINARY nnE REPORT ~PROPOSED 10.00' FOR PRIVATE DRAINAGE PER ~ PR2019-0017 • A BLANKET COVfNANT OF EASEMENT FOR VfHICULAR ACCESS OVER ALL OF APN 211-030-27 FOR THE BENEFIT OF APN 211-030-28 PER PR2019-0018 AND OVfR ALL OF 211-030-28 FOR THE BENEFIT OF APN 211-030-27 PER PR2019-0016 0 54 52 50 48 GRADING I . f\1 l .. " 1::,-:,: ... r-,,-(£) SURFACE 1 -/ PROPOSEQ_ ..... [ ] SURFACE ---------._ r [_/ 12 [14] ~ RIM: 52.59 RIM: 53.01 . .--/NV IN: 4795 6" __ /NV-IN:-45.30-15" /NV JN:48.40 6" /NV OUT: 45.21 15" II'-/NV OUT:47.85 15" ELECTRIC CONDUIT J 11/'---47.12 BOTTOI.I --'s•-~ Tf5F(E)sDCO cl'--0 s s ,,,.o,,(' ~ 54 52 50 48 \ -7'60.60TCJ ' 46 I RIM: 51.3~-i -~ '"'-' "-"6' J>.r :<r~ t-~/NV II :43.60 15 -~---' [5] l5~p, -t-- 0 2.00:r '£ Pvc PIPE -- 46 2 t-----.c -~-.!!!:_49• 44 --44 -= " ' I I \ \ \ P J-\ Fi CE L J\J OJ 2 BJ 7 SS J-\ CJ 42 40 SD OUTLET PROFILE -42 SCALE 1" = 20' (H) 1" = 2' (V) 40 \ \ ! II /j \ (£) INLET Ci) P J\;j -J 3 -J 0 2 -J-J ~ 0 3 0 ~ 2 7 -- PFIVATE SEWER STRUCTUAE DATA TABLE 0 RIM ELEVATION PIPE IN PIPE OUT DESCRIPTION 20 54.41' 47. J.T 4?.rt SE'M:R CLEANOUT 21 53.78' 49.56' 49.46' SE'M:R MANHOLE PRIVATE STORM~ STRUCTUfE DATA TAB..E Iii RIM/FG PIPE IN PIPE OUT DESCRIPTION ELEVATION ELEVATION ELEVATION 10 52.60'/51.60' 48.89' 6" SD CLEANOUT 11 52.43/51.60' 48.35' 48.25' 18"X18" INLET 12 5259/51.76 47.95' 47.85' 24 "X24" INLET 13 52. 76/51. 76 48.50' 6" SD CLEANOUT 14 53.01/53.01 45.30' 45.21' 36" SD CLEANOUT 15 51.33/51. 33 43.60' CONNECT TO (E) SDMH PRIVATE SEWER Pf'E DATA TAB..E 0 SIZE LENGTH SLOPE MATERIAL 1 8" 8.62' z. % PVC 2 8" 133.60' ,1.60%' PVC ~w /(E) SEWfR 22 54.65' 50.08' SE'M:R MANHOLE 23 54.42' 52.70' SE'M:R CLEANOUT MANHOLE (57 60BW} 24 54.75' 52.07' SE'M:R CLEANOUT 3 8" 102.00' 0.50% PVC 4 4• 33.47' 0.50% PVC 5 4" 55.70' 0.50% PVC (E) 10.00' EASEMEN T SOG&E RECORDED 25 55.36' 52.07' SE'M:R CLEAN OUT 6 4• J.88' 2.00% PVC ~,,1 1 r· ,.oo· 100· , MIN. MIN. --L-_j --I: ~~ DET All 3 -CROSSING Pf'E NTS 26 55.88' 50.78' SE'M:R CLEAN OUT 27 55.25' 50.59' SE'M:R CLEAN OUT 28 55.52' 50.03' SE'M:R CLEAN OUT 7 4• 95.50' 2.00% PVC 8 4" 35.75' 2.00% PVC 9 4" 29.35' 2.00% PVC RAMP DATA TABLE 10 4" 4.75' 9.25% PVC 11 4• 39.70' 2.00% PVC m TC1 TC2 TC3 TC4 BC1 BC2 SL D 12 4" 34.75' 2.00% PVC 2 54.44 54.57 54.44 54.60 53.94 54.06 8.33% 6.00' 13 4" 14.00' 2.00% PVC 3 -55.27 55.36 55.22 54.9D 54.77 7.40% 6.00' 14 4" 8.85' 2.00% PVC 4 55.24 55.40 55.06 55.20 54.76 54.90 5.00% 6.00' 15 4" 8.85' 3.50% PVC 5 54.24 54.11 54.24 54.11 53.74 53.61 8.33% 6.00' 6 54.55 54.00 54.63 54.50 54.05 54.00 8.00% 6.00' 7 55.56 55.05 55.56 55.41 55.06 55.05 7.30% 6.00' 8 51.19 51. 77 51.48 51.44 51.19 51.27 4.00% 6.00' PRIVATE WATER/RFE PIPE DATA TABI E 9 52.91 52.18 52.91 52.74. 52.41 52.18 8.33% 6.00' CD SIZE LENGTH MA TERIAL/DESCRIPTTON W-1 1 " 211.50' PVC -SCHED 40 TC3 TC4 6' MIN TC2 TC1 o• CURB O" CURB 6" CURB 6" CURB W-2 1 " 62.50' PVC -SCHED 40 W-3 . 1 ,, 57.25' PVC -SCHED 40 LATERAL W-4 1 " 14.00' PVC -SCHED 40 5' BC2 BC1 5' BC1 BC2 W-6 2· 14.00' PVC -SCHED 40 W-7 2· 57.00' PVC -SCHED 40 LATERAL TC3 TC1 TC2 TC4 O" CURB 6" CURB 6" CURB O" CURB F-1 6" 13.60' PVC -SCHED 40 F-2 6" 50.00' PR/VA TE FIRE SERVICE PER SEPARATE PERMIT DETAL 4 -CLff3 DETAIL NTS PFIVATE STOFM ~ Pf'E DATA TABI E Iii SIZE LENGTH SLOPE MATERIAL 52 54FS-52.65FS1 5J.34TC ~ .,,.\\ 53.42TC · 52,87FS x , 52.92,5 1 6" 107. 70' 0.50% PERF. PVC -SCHED 40 . p jl/ I .... ' I ~. 2 6" 59.20' 0.50% PVC -SCHED 40 2.18% 5.00 ~ 5.00 3 6" 10.21' 1.00% PERF. PVC -SCHED 40 la -15" 46.37' 5.51% HOPE PVC -SCHED 40 1.QO% 4 _, 5.00 r--t ~. 5.oo .,_ 5 15" 80.49' 2.00% HOPE PVC -SCHED 40 52. 95FS ,, 5 • . OOFS 7 12· 16.87' 2.61% TRENCH DRAIN --1li Ll..LJ I l___.l_.[ I I l I I I I I I I I I 8 6" 2.00' 1 00% PVC -SCHED 40 "--52. 32FS . ~ • 52.32FS-"' . l1 (5212FS) • (52.22FS}-MATCH EXISTINGr 7 • • SIDEWALK "AS BUILT' RAMP [II -DETAL TYPE SIZE owtERSIF RCE __ _ EXP . ___ _ DATE B/OFIL TRA TION (TC-32} -BMP 1 945 SF B/OFIL TRA TION (TC-32} -BMP 2 400 SF STELLAR PROPERTIES, LLC 6030 A VEN/DA ENCINAS, SUITE 220 REVIEWED BY: CARLSBAD, CA 92009 INSPECTOR DATE l-----+---+--------------+---+---+----t-----11 SH3EE T I CITY OF CARLSBAD I SH6EETS I ENGINEERING DEPARTMENT ;::::::::====--'=========='.-===~ GRADING PLANS FOR: ECO-FRIENDLY AUTO SPA 6010 AVENIDA ENCINAS CARLSBAD CA. 92011 GR2019-0011 GRADING PLAN CDP2017-0049 APPROVE~/'? I JASON S. q:LO!cRT ----15 c___,£, ~ 711.s:l:v Ei,I G.c. ·i., R, RCE 63912 EXPIRES 9 30 2'2 ' DATE DA TE INITIAL DA TE INITIAL DATE INITIAL DWN BY: JM PROJECT NO. DRAWING NO. CHKD BY: i "--~~J 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 -4955 Fax: (760) 746 -9806 ! L_..= ~~--------------------------~;;;..._....:..._iiiiiiiiiiiiiii;;;;;;;;;;;;;;.iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~iiiiiiiiiiiiiii~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii.iiiiiiiiiii ,;; N~ N~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CUP2017-0009 517-2A RVWD BY: \)£/1-... 70 '60 l50 40 PUBLIC CURB DATA # BEARING/DEL TA LENGTH RADIUS [I] N22"29'34"W 24.75 N22"29'34"W 5.45 w <---------+----+---------, 0·49'12" 39.59 2745.79 0·50•43" 40.50 2745.79 QJ I------+----+---, @ 15+21.22~' 55.26TC ' 15+17.58_, \ 55.JOTC \ 1 G) 15.00' 15+45.97 54.94TC IMPRO VE MENT PLAN 15+91.17@ /54.24TC PROFILE: TC HOR.: 1n=20' VER T: 111=4' (E) TOP OF CURB- --I -- ® ® 1-----43.50' --~-1 --- PROPOSED CURB,J GUT1[R AND SIDEWALK (PUBLIC IMPROVEMENT) ©JJ f7\ 17+95.15 \.:!.J 50.62TC GRADING 70 0 6C 30.00' i---(E) DRIVEWAY ~ 5( - 4C 0·03•05" 2.46 2745.79 30 L-L-:..:..:...:..:...._....1..,_ _ ___1... _ ___1... _____________________________________________________________________________________ __.3c 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+7C I✓ /; . ~ .. ~ \i' II \\SJi SEE SHEET 3 FOR C1WJiNG PlA , ~ ~J 1 , ~ " '1 - ' M I _1., @ STREET LIGHT--, ,::;, '----._ ,,,.-----... (E) BA YFIL l[R STORMWA l[R cy TO BE RELOCA 1[0 30= -SERVIC PER '----.. FILTRATION SYSl[M MODEL PROPOSED DO ~-$;-~ ~ I (E) RETAINING W.''LL (E) BACKFLOW TO-i::, SEPAR 7:E ·I '----._ ;. I \\ MHF-120-8 PER GRADING 330 , CORNER /,NOT EN TER S:/GN1/ //1~'5 .~ ~CJ -I, M BE R["OV£D AND CAP ~ !» L ' .... " '' 1/ I ,,,. &: PCC TO BE M -(E) FIRE HYDRANT ,--: ...., " PERM/ '----._ , :--'\ PLANS DRAWING NO. 441 6A - 20' 0 20' 40' . SCALE: 1" = 20' --. ":'"¼";,, ~ "',, ,<:., ..• ,,,.,1c·Y·•~~-... -l-----=-RE:J1 __ -I. @ ""' ,~;w I"' ro ""'"' .3 .J § "''"g~ -", ,,.,.·/ """'"'1. I "~" "\\~m,ff;,"i" ,:,::;.,., l ') ~,~W) . L f .'.;°,,;,,:"~";:) ---'.~~::.:-::::::,:/,,· '? -7t:I ------Ii) L---,,k--0:11-:-l,---i__. / _1/PROPOSED RAMP 1 fl'------....._, r I PLAN_s __ oR_A_WI_N_GN-0._4_4_1_6_A _______________________ 7 "' -'--. RW _ vii _--:--f ,-·· -0 "•,i:f· •.. ~:'"'•? '\ _ \I'-_ -~ r ''' .-, I\ IE) ELECI: BOX__,... R/W {[i~;o"nACP WAT[R ..!. I ,-k1 n1.2r RW -1~ •11 . -54JW'1,._··15+·8·(~1·r . -, ~. (W/.IFYTFHJJD' =:-N[XTFH~ =;-~'8~-;,: ; , R/.. ------1h'; 30,00'W --: -et11<0FIIDRlvt wA Y \S~s). ==::...~~, A w:r~L~f/;f_;:i~if~g loo~ 55.2f~~2;7~~ I (,)if =--~..,,fSB-~iiR@W5J~~~~'w~~o:oSED~:.$ ~ RW --RW __ ~(:i_J.JI ~•-tt-,z_.t_. ~•) /4~ 1/-=-~~:ff·· _-.:~~~:~:-,'~,J 4.;:;1~~--:!:1:y/l::~:/VE::c ~~: .. c;:· w~~ER :~\l\\vi_l _ ::) --::)--(:: ~ -==-==:.cC(f:FJ_l-====---54.60FL -'i~ 5 5~C~ :.;:s--~c:, ----RW --,;,.._ RW -' I RW -6. . (61 L.:U 'S1-(6) (50.16TC 17+99 42s~ PE7ruwG 256 -7 • ..,. __.,,.,., r~, __,,.,,_,_ •9~-,L.-c=-1<v.wr-=t(=c~1 ~ ~ ~ ,4S) '"' ,... (s.,l. =='--'('..s:s.) ,., c·,:o---1 -As GAS ri5 ~ ~--i-:= ~ ~ -·---:: ---B-·""' ~ -Rw 17+51.65 1 ®17+95.15_ ~507 7~·\_3JO'CORNER ~~Jf3i'f\i wrn RW c' ."'.,,--,._ .. ..,..,.., " m • ~ ~ • " ~ ~ ~ -GA.c-----.. 1'AS _ ------- CONSTRUCTION NOTES ~ G)PROPOSED DRIVEWAY PER GS 12 AND SDRSD DWG G 14(A) , • (l) TO REMAIN (E) EXISTING DRIVEWAY ~ ~ (l) TO BE RELOCATED ~ G) PROPOSED PUBLIC CURB, GUTTER AND SIDEWALK ,A I ~ @MATCH EXISTING CURB, GUT7:ER & SIDEWALK TO NEAREST JOINT ~ ~ @CONNECTION AT MAIN THRUST BLOCK AND VAL VE ~ (!)STREET LIGHT SHALL CONFORM TO THE STANDARDS SPECIFIED IN " SECTION 10, "STREET LIGHTS", OF CHAPl[R 3 -PUBLIC STREET AND i TRAFFIC STANDARDS IN THE CITY OF CARLSBAD ENGINEERING -( S) -(~) AS_ - f 1t ~~•~1i--k=-/ --o;-=~) G~~':R -~ - -~::::.::-(5____: ,a~_I\' ,5:J,M:; e£ 'tz~ SIGHT DISTANCE W' ii' ABANDON[O IN PLACE ,~ I~ (,:;-t .._ 16-00 "--~~ ~=E=,--=z 1.A_ -...Le) =------ [) 54" CCFRP-M SEWER (S) , -_ _ -,;,+ -X--'T< _ 0 -6' FIRE CONNE~TION -\C> ------(E) 24""SD PER DWG 467-g J----....c-. ---+-.-_ r-----_ 17+00 {1: W/6 G. V. 18Rlo (E) 18" RECYCL£0 19+00 --{_ (:$)-=----· t----_ -----+---_____ -·-{-t _WATERLINE PER_Q_WG 467-9 -+ __ _ --(S) -, (E) SEWER MH (C \ -'S) -(S) _ PER OWG 467 9 --(s) •A. -GAS (E) 42" GRAVITY SEWER -GAS_ Pll:IUC WATER TABLE N07:E: RjW ~ R,,{W 1-----------79' ----------, ;?-STANDARDS SIZE ME7:ER MATERIA L CMWD STD. OWG. DESCRIPTIONS # STATION LENGTH EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOW/{ ARE APPROX/MA 7[ AND BASED ON AVAILABLE RECORD DRA WING INFORMATION UNLESS N07[0 OTHERWISE. ~EXISTING 1~ STORM DRAIN . MANHOLE ---- "AS BUil T' RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR ----- DATE DATE • i @PROPOSED BUS STOP PER NORTH COUNTY TRANSIT DISTRICT 1" 1· PVC W-3 1" WA TER RECYCLE SERVICE FOR w CITY OF CARLSBAD I SHEETS I ~ BUS STOP DEVELOPMENT HANDBOOK STANDARDS DATED MARCH l---+------1----+--i----+----+--------+------"-'/R"'R/-=cGAc..c.Tl"'D"'-N'--------, f--10' ----+-~-27' -~t-----32 ---+--10' -6 0 2018 SEE DETAIL 11 SHEET 5 l----+---+---------------t----t----t--t------1 · ENGINEERIN G DEPARTMENT 3 '' /" 1• PVC W-3, W-20 DOMESTIC (POTABLE) SCHED 40 :==='..-'==============--====; ~ @GRIND AND OVERLAY 5' BEYOND AS SHOWN, RE-STRIPE BIKE PVC _ 5.5' I GRADING PLANS FOR: & 17+20.18 20.50' 1h 17+45.06 14.00' i-----37' ---------42' -----1 ~ LANE AS NEEDED 6" (C-900) W-22 FIRE (POTABLE) SCHED 40 (E) AC . ECO-FRIENDL y AUTO SPA • BERM 6010 AVEN IDA ENCINAS ~ . 2" 2" PVC W-4, W-20 CARWASH (POTABLE) SCHED 40 CARLSBAD CA . 92011 ~ . -" -, 11'-0fESS/~ GR2019-0011 IMPROVEMENT PLAN CDP2017-0049 i, 4!? ~\. T. ~ ~ (E) PAVEMENT ~~~~iEfN;u:,~~w;,f:B, fft'No.610131,~~\ APPR~:-:-"C:,4 R::lf-.. JASON s -...,J/;J;_,T ~ ..-.~"9~ Construction Testing & Engineering, Inc. AVENIDA ENCINAS sEE PLAN FOR LOCATION 1t ExP.12;31;20 5;l Ef!G •. MANA'.Ma RcE 53912 EXPIRES 9/Jo12l I oirE i Cl E Ti T,'• Inspection I Testing I Geotechnical I Environmental & Construction Engi neering I Civil Engineering I Surveying NTS • J' • DATE INITIAL 11' DATE INITIAL OATE INITIAL OWN BY: -=JM~ PROJECT NO. DRAl'v1NG NO. '1,,.._ !J.JJ...1• (REF MAPS 441-6 AND 441 -6A) ~r, CIVI\. '(#',.,_ CHKD BY:~~-517 2A !L----~~::: __ 1~4-41~M~on~t=ie:IR~o=a=d~,S~u:it=e•1~1:5,:E:s:co:n:d:id:o:,C:A~92:0:2:6 __ P:ho:n:e.:~(7:6:0)~7•4:6.·•4:95=5-•F•a•x:•(~76•0~)•7•46-·•98•0•6----------------------------------------------~:'0;F:c:~:i~~-~E~NG~IN~E~ER~OF~WO~R~K~--~R~E~V~IS~IO~N~~D~E~SC~R~IP•T•IO~N-•••£o~TH~ER~AP~P~RO~V~AL~~c1~~-A~P~PR~o~v~AL~~R~V~W~O~BY~:~~~•~~~~~C;U;P;20;l;7-;0;0;0;9~~~~-;~~~ & 17+66.25 14.00' & 17+56, 18 14.00' ~ ~ ! ~ ~ 0 <'. ,::_ ~ ~ • ~ "i ~ :g ' ~ I ~ \ -~~ \\\~~~- CURB CUT 17"-,--------rvc-:rc_~STABILIZED COBBLE INLET o so· o.so· 2.0' 3' CONG. 5% 5% 560-C-3250 ---......--.......~-~--.-.~_-_ __t _____ -~~"° 0 3' WIDE CONCRETE GUTTER 2 NOT TO SCALE 0 a:: ROW 18" X 18" BIO-FILTRATION OU7LET STRUCTURE WITH GRA TEO INLET FOR HIGH BYPASS FLOW i§ STABILIZED COBBLE INLET STEM WALL PER DETAIL fl6 A VEN/DA ENCINAS a, w w a:: IL 6" MODIFIED CU RB W/ CURB CUT PER DETAIL #1 RIBBON GUTTER FLOW PARKING LOT CONCRETE /CURB '-. / ~TC -->-~~--FL I ,~~f-<%1/'%~¼~~~f~1 ,,,.,,, ,% :':-('!(,' ;,/,, ,,'<'-( DEPRESSED CURB FL SHOWN ON PLANS 4.50' SPILLWAY 560-C-3250 CONCRETE 0 TYPICAL CURB CUT-SPILL WAY RIPRAP 1 NOT TO SCALE BASE SECTION /'-......_.'. 18" X 1B" • I J,, KNOCKOUT ~ 4 TOTAL "I (BROOKS OR SIMILAR) NOTE; PER PLAN J OVERAil. OIJTSIDE DIMENSION 34" X 34" X VARIES OVERAil. INSIO[ DIMENSION 24" X 24" INCLUDE "NO DUMPING. DRAINS TO OCEAN" OR "NO DUMPING GOES TO OCEAN " STORM DRAIN SIGNAGE PER CASQA SD-1 J \ ' ~GUTTER · '. -~·' •• Y, cY~IM PERMEABLE LINER ;.;»/~ '½:~~ 15MIL MIR AFI NT 100 OR ,----·• 0'.. '.0 •, EQU IVALENT WITH ALL SEEMS '-.,;:; .,;:; HE AT WELDED ,,'-; ,,ss,,s~~/~ ,, ,;~~ (IF CO NCR ETE, PROPERLY 'l •. <c /:((<-.::::; ;;,:;;/'· WATE RPROOFED AS REQUIRED) ;>(J/~)/ ~';..,>,V (*) BIO FILTRATION MEDIA (18" MIN . DEPTH) 18" WAS HED GRAVEL #57 STONE & PEA GRAVEL (•) BIO FILTRATION SOIL MEDIA LA YER SHALL BE MINIMUM 18" DEEP SANDY LOA M SOIL MIX. THE MIX SHALL CONTAIN 85-90% SANO, 10% SIL T ANO 5% MAX. CLAY FROM SAN DIEGO BMP DESIGN MANUAL LIST THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON STORM WATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIO FILTRATION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. SOIL MIX SPECIF/CATIONS SHALL BE MEET COUNTY OF SAN DIEGO LO W IMPACT DEVELOPMENT HANDBOOK: APPENDIX G-BIORETENTION SOIL SPECIF/CATION (JULY 2014, UNLESS SUPERSEDED BY MORE RECENT EDITION} 0 PRIVATE FILTRATION FACILITY CROSS SECTION 3 NOT TO SCALE S[E NOT[ I:, ' C> 4.41" <1 <1 '- 4"-6" MIN /(~ <I ~4 ~ 4"-6" MIN NOTES: 6 1 /8" \ <J <1 ' ' <1 4 "-6" MIN C> EXPANSION JOINT TO ENGINEER'S DETAILS SEE NOTE 3- 1:1.Qli;_ TRANSITION TO ASPHALT AND UNIT PAYERS PER MANUFACTIJRER'S RECOMMENDAllON. CONCRETE SEE NOTE 2 _ /--BEDDING LA YER PER MANUFACTURE'S RECOMMENDATION SOIL 90% COMPACllON 7. !T IS NECESSARY TO ENSURE Tl-/£ MINIMUM DIMENSIONS SHOWN ARE SU/TABLE FOR THE EXISTING GROUND CONDITIONS. ENGINEER/NG ADVICE MAY BE REQUIRED. ?. A MINIMUM CONCRETE STRENGTH OF 3000 PSI IS RECOMMENDFD. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. CXPANSION AND CRACK CON TROL JOINTS ARE RECOMMENDED TO PROTECT THE CHANNEL AND THE CONCRETE SURROUND. ENGINEER/NG ADVICE MA/ BE REQUIRED. 4. THE nNISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX 7/70" ABOVE THE TOP OF THE CHANNEL EDGE. 5. REFER TO ACO 'S LATEST INSTALLATION INST,RUCTIONS FOR COMPLETE DETAILS. 6"TYP. 12" CAST IRO)~NJ=::::4,7' __ ,.r=rn==~-'-.!.!~ BOX COVER ~i _ • .-· ~:::c:ii'Z'. SEWER CLEAN-OUT RISERS TO BE FITTED WITH MALE SCREW IN PLUG CONCRETE RING 6" PVC PIPE PERFORATED PVC PIPE (0.5% MIN SLOPE) FINISHED GRADE 12"PVC , C-900x12"LONG CLEAN OUT BOX 45° ELBOW STANDARD WYE BRANCH SEE CC S-6 FOR ADDI TIONAL DET.A ILS 0 CLEANOUT IN BIOFIL TRATION FACILITY ? NOT TO SCALE AC PAVING COMPACT SUBGRADE PER SPEC/FICA TIONS @AC & DG PAVEMENT SECTION 1 Q NOT TO SCALE ROW 8 " STEM WALL • Sf'EQN-WSf'ECTQI· 0.67' ~ /5 0 18" OC. BW BIO-FILTRATION /BASIN 1----5' -3 "---I SPECIAL INSPECTION MUST BE PERFOR/49 FOR FORMS ANO REBAR PRIOR TO PLA CEMENT OF CONCRETE PLA CE CONCRETE IN TOE AGAINST UNDISTURBED MATERIAL, EXCEPT AS PERMITTED BY THE ENGINEER. REINFORCEMEN T: ASTM A615, GRADE 60, DEFORMED, BARS SHALL LAP 40 DIAMETERS, WHERE SPLICED, UNLESS OTHERWISE SHOW/'/ ON THE PLANS, BENDS SHALL CONFORM TO THE MANUAL OF STANDARDS PRACTICE AC/ D£SHlt DATA· fc = 1300 psi f'c = 3250 psi fs = 24,000 psi n = 10 earth 120 pcf ©STEM WALL 4 NOT TO SCALE RjW STEM WALL SEE DETAIL 4 THIS SHEET D ' z n <C (/) 1 o" PONDI NG DEPTH _J w > <( ' Q:'. n CJ <( w 0. _J w ' > OJ <( -"' CJ AroP A sMP = AGRAVEL = A AMMENOED S r RISER 2" FREEBOARD_l_ 6" PVC PERF. DRAIN GRADING CURB/WALL SEE DETAIL 5 & 1 THIS SHEET Aeor = 2,100 SF ATOP= 2,100 SF IMPERMEABLE LINER 1 SMIL MIRAFI NT 100 OR EQUIVALENT WITH ALL SEEMS HEAT WELDED (•) BIO FILTRATION SOIL MEDIA LA YER SHALL BE MINIMUM 18" DEEP SANDY LOAM SOIL MIX. THE MIX SHALL CONTAIN 85-90% SANO, 10% SILT ANO 5% MAX. CLAY FROM SAN DIEGO BMP DESIGN MANUAL UST THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL ANO SHALL BE SIZED BASED ON STORM WATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIO FILTRATION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. SOIL MIX SPEC/FICA TIONS SHALL BE MEET COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT · HANDBOOK: APPENDIX G-BIORETENTION SOIL SPEC/FICA T/ON (JULY 2014, UNLESS SUPERSEDED BY MORE RECENT EDITION) ©BIO-FILTRATION FACILITY 6 NOT TO SCALE PROPOSED 6" CURB 3' GRffN SCREEN 112' LONG PfR LANDSCAPE PLANS lD N ci 3' GREEN SCREEN 112' LONG 0. so· PER LANDSCAPE PLANS ~--~,..,.~."'-. /F~~~: MA TCH EXISTING EXISTING CURB SIDEWALK AND GUTTER 52.62 FS AVENIDA E~t~~~~-~ PROPOSED 6" MODIFIED CURB PER DETAIL 5 THIS SHEET 53.22 TC . . . ~ /5 ti 13• oc. BW ~-51.60 FG PROPOSED STEM WALL PER DETAIL 4 THIS SHEET PROPOSED BUILDING 55.00+0.5 FF ' PROPOSED PRIVATE BIO-FILTRATION FACILITY PER DETAIL 3 THIS SHEET @BUS STOP CROSS SECTION 11 NOT TO SCALE • • (2%) • • 2 ' VEGETATED SWALE PER DETAIL 13 THIS SHEET .%' -~6" PERF.' PIPE 0.33' • Sf'EQN-t/Sf'ECTQI; P-'-.t-~2'-2" 0.67' ._,_ __ 3'-2"---i SPECIAL INSPECTION MUST BE PERFORMS FOR FORMS AND REBAR PRIOR TO PLACEMENT OF CONCRETE NQ7£S; -PLACE CONCRETE IN TOE AGAINST UNDISTURBED MATERIAL. EXCEPT AS PERMITTED BY THE ENGINEER. -REINFORCEMENT: ASTM A615, GRADE 60, 1--------2·--------1 4" PLANTING DEFORMED, BARS SHALL LAP 40 DIAMETERS, W/-IERE SPLICED, UNLESS OTHERWISE SHOW/'/ ON THE PLANS, BENDS SHALL CONFORM TO THE SOIL MIX 11::::,... ~1 3 MANUAL OF STANDARDS PRACTICE AC/ PfSIGN QA TA· fc = 1300 psi f'c = 3250 psi fs = 24,000 psi n = 10 earth 120 pcf 0 6" MODIFIED CURB S NOT TO SCALE ~ N() [)UMPING ~ NO TIRAR DASURA ® TRENCH DRAIN NO=R CT£ -SOILS REPORT DATED SEPTEMBER 2016 ON TABLE i;' GOES TO OCEAN ~ LLE/f'!,\ ;\I MAR 9 NOT TO SCALE I■ 5.12 SECTION "RECOMMENDED AC OR PCC PAVEMENT SECTION ~ thinkBLUE u,, '"'"' THICKNEssEs" [' ' . NAT~VE SOIL "AS BUILT' RCE __ _ EXP. ___ _ DATE @VEGETATED SWALE CROSS SECTION 12 NOT TO SCALE . ACOdrain ! @2' VEGETATED SWALE 13 NOT TO SCALE REVIEWED BY: 5 ® 24"X24" PRE-CAST BOX DROP INLET MIN. AC PAVEMENT SECTION FOR PARKING AREA 4" AC ON 6" AB i 8 · MIN. AC PAVEMENT SECTION FOR DRIVE AREAS 4 " AC ON 12" AB i, ._ ____ .::__N_o_T_T_o_s_c_A_L_E _________________ _l__ __________________________________________ _JL_ __ :::A::.C:..:TU::::A::::L:......:.~:..:H:.::IC::;K::;N:::E.:::::S:::::S....:::D::.ET.:.:£::.R:::M:::IN:..:.:::ED::.....:B::.Y:......:.R.:..-_V,::.'A.:::L:.::U.::E....:::S::::O:.::IL~TE.::S::.T.~. ____ ....1.. ____ ' -_-_-_-_-_1-+---_-_-_-_1+---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_L_-_-_-_-_-_-_-_7-+---_-_-_-_-_f_-_-_-_-_1-+---_-_-_-_-_f_-_-_-_--"l-;====--=;-'~l=N;S;P;EC;T;-O;-R--:;;;;--=;=;-;;;~~~~~-;D:;:A;;:T:;;E::;;;::;; 8 l-,----+---+-------------+---+----+----t--------1 I SHSEET I CITY OF CARLSBAD I SH6EETS I ~ ENGINEERING DEPARTMENT I ~===='----==========='....:::::===: ~ GRADING PLANS FOR : ~ ECO-FRIENDLY AUTO SPA -~ < 6010 AVENIDA ENCINAS ~ CARLSBAD CA. 92011 ij DETAILS ); :;- ~ 0 N ~ ~ 5 ;c, ~ -~ • ., g "' ~ Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 7 46 -4955 . . I Civil Engineering I Surveying Fax: (760) 746 -9806 DA TE INITIAL ENGINEER OF WORK REVISION DESCR IPTION DA TE INITIAL 01HER APPROVAL DA TE INITIAL CITY APPROVAL OWN BY: -~JwM~ CHKD BY:~~~ RVWD BY: t:l;e /L CDP201 7-0049 JASON S. GELD,ERT R,R.__ 7 //s/!l.J EXPIRES 9 30 2.Z 'DA TE PROJECT NO. DRAWING NO. CUP201 7-0009 517-2A 0 3 > ~ ~ C ·~ 1 -~ C 20 ' BMP ID# \ 0 \ \ ~ ~ .,. "°· 'i, ~ "" _,_ '{i-,, t 20' SCALE: 1" = 20' \ BMP TYPE SYMBOL \ \ \ ® 40' -- \ \ \ \ \ I \ ! \i \ ~~ '--'-- \ I "'--\ \ 1, I I 7~ I ! \ " P J-\R C fL J\J O " 2 P j\ j -J r' _/'J I') r ~ J 0000 2-J o ~-J o o~-J5 I I I BMP SI P J-\ Fi C f L J\J O" .r; 0 P j\ 1j -J r' .r; n r' 'J 0000 -~,---------_J ~ 2 -J o ~-J o o ~-J s -------"----------=-==-=--------------------------------- "--, ' '-- \ \ \ \ I I I I I I \ I \ I I I \ I \'@ \ \ \ \ \ 1 I I \ \ ◊ ( \ \ -· .... ' .. -: .. · ... ,: ~. ~ . ·----1/. "' "' "' ~ \ 0 \ 7 \ \ ~ \ \ ~ ~ ~ Tu BMP TABLE \ \ \ I ®; T'J I I . ' '~ I ✓ I CASQA NO. QTY. DWG. NO. SHT. NO. INSPECTION MAINTENANCE FREQUENCY FREQUENCY \ \ PLAN \ \ / / I / \ p i\ ,> r' r=' I .J Jl U..:........J.:.......1 J\J O" 9a755 /~ ('' r Us p J\;j -J 3-J 0 2 -J -J ~ 0 3 0 ~ 2 7 CONSTRUCTION NOTES: ? ~ 0 PARTY RESPONSIBLE FOR MAINTENANCE: NAME STELLAR PROPERTIES LLC ADDRESS 6030 AYENIPA ENCINAS SUITE 220 CONTACT PEGGY KELCHER CARI SBAP CA 92011 PHONE NO. [760) 438-2000 < PLAN PREPARED BY: NAME DAN T. MATH COMPANY CTE INC ADDRESS 1441 MONTIEL RD. GRADING -------ESCONDIDO CA 92026 0 I \ \ I \ I P ;, ,> r' r=' I r1 r1 u~~ 9a755 P J\;j -J 3 -J 0 2-J-J~ 03 0~2 7 -\------"-~-- PHONE NO. (760) 746-4955 CERTIFICATION RC E NO 6101.3 BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEE T WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTIED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. \ ----6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. ~'\.. ----.. ROW 18 " X 18" BIO-FILTRATION OUTLET STRUCTURE WITH GRATED INLET FDR HIGH BYPASS FLOW STEM WALL PER DETAIL 4 SHEET 5 AVENIDA ENCINAS • NO ADDITIONAL EXPORT DUE TO POTENTIAL SOIL CONTAMINATION IS ANTIC/PA TED SINCE PHASE 2 ENVIRONMENTAL ASSESSMENT AND SOIL VAPOR STUDY CONCLUDED THAT SOIL CONDITIONS DID NOT POSE ANY RISK TO HUMAN HEAL TH OR THE ENVIRONMENT. PERMANENT WATER QUAL ITY TREATMENT FACILITY KEEPING OUR WATER WAYS CLEAN MAINTAIN WITH CARE -NO MODIFICATIONS WITHOUT AGENCY APPROVAL DETAIL WATER QUALITY SIGN PLACED AT EACH BIOF IL TRATION BAS IN 0 0:: <( 0 [I] w w 0:: u_ NOTE: ALL BIOFIL TRA TlON AREAS WILL HA VE A SIGN POSTED TO BE VISIBLE AT ALL TIMES. STABILIZED COBBLE INLET 6" MODIFIED CURB W/ CURB CUT PER DETAIL #1 RIBBON GUTTER FLOW PARKING LOT ~ & (•) BIO FILTRATION SOIL MEDIA LA YER SHALL BE MINIMUM 18" DEEP SANDY LOAM SOIL MIX. THE MIX SHALL CONTAIN 85-90:C SAND, 10:C SILT AND 5:C MAX. CLAY FROM SAN DIEGO BMP DESIGN MANUAL LIST THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON STORM WATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIO FILTRATION BASIN IS 4:C OF THE IMPERVIOUS AREA DRAINING TO IT. SOIL MIX SPECIF/CATIONS SHALL BE MEET COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G-B/ORETENTION SOIL SPECIF/CATION (JULY 2014, UNLESS SUPERSEDED BY MORE RECENT EDITION) "AS BUil T' TREATMENT CONTROL ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT. GREATER THAN PIPE DIA. HOT-DIP GALVANIZED PLATE AFTER HOLES HA VE BEEN DRILlED @@) CONSTRUCT BIO-FILTRATION FACILITY PER DETAIL 6 SHfil 5 RCE __ _ EXP. ___ _ DATE ® BIOFIL TRA TION AREA J'-::'-::-1 TC-32 945 SF. 517-2A 3,6 MONTHLY MONTHLY @) BIOFIL TRA TION AREA I'-'-'--'-I TC-32 400 SF. 51 7-2A 3.' MONTHLY MONTHLY LOW IMPACT DESIGN (L.I.D.) @ ROu, UHAINs w 00 SD-11 2 EA. 3, 6 ANNUALLY ANNUALLY LANDSCAPE @ VEGETATED SWALE t•--·--') ........ -TC-30 18 LF. 517-2A 3, 6 ANNUALLY MONTHLY SOURCE CONTROL (12) STENCILS NO DUWPfNG SD -13 2 8 5,& SEM/-ANNUALL Y AS NEEDED DRAINS TO OCEAN @ TRASH ENCLOSURE I I I SD-32 1 517-2A J ,6 MONTHLY AS NEEDED ~--~ Construction Testing & Engineering, Inc. Cl E JNC Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I ~ 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 -4955 Fax: (760) 746 -9806 MIN. 6" INFLOW PIP E l ,--+-'---'--::co j" 0 ll!IIE:. 1. ORIFICE PLATE & FLANGE CONNECTION TO CONCRETE SHALL BE FITTED 1'11TH 30 DUROMETER NEOPRENE RIN G. 2. MAINTENANCE ACCESS FROM 24"X24" RISER. 3. CLEARING OF ORIFICE TO BE CLEANED 1'11TH WATER JET OR EQUIVALENT METHODS ORIFICE 4.6" DIAMETER (DIA) WM. B,OW C(ljJR(l. (liflCE PWE NTS REVIEWED BY: INSPECTOR DATE t---t--------t------------t---t----t---i----,I SH6EET IC _c_1r_Y_o_F __ cA_R_L_S_B_A_D_l sH6EETS I _ ENGINEERING DEPARTMENT GRADING PLANS FOR: ECO-FRIENDLY AUTO SPA 6010 AVENIDA ENCINAS CARLSBAD CA. 92011 GR2019-0011 BMP SITE PLAN CDP201 7-0049 APPR~ JASON s7J~,,&:,RT 1----+---+---,,-------------------11-----+--+---+----1 . e'"'i;,~mil.iA~li" RCE 63912 EXPIRES 9 30 21 DATE DWN BY: JM PROJECT NO. DRAWING NO. CHKD BY: r CUP2017-0009 517-2A RVWD BY: ~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIP TION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ;;;L __________________________________________________________________________________________ ;;,; ___ ,.:.iiiiiiiiiiiiiiiiiiiiiiiii~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii.:.iiiiiiiiiiiiiiiiiiiiiiiii:iiiiiiiiiiiiiiiiiiiiiiiiiii:iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~