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HomeMy WebLinkAboutDWG 475-9A; CUP 10-10; CARLSBAD KINGDOM HALL; 01-03GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTI-IER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECT/ON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS AOOITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF t1,ooo,ooo.oo 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 V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BU/LO/NG DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPR/A TE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WR/rTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY 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 FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY 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 ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING ADHERENCE TO RECOMMENDA T!ONS 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 STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS ANO THE " EARTHWORK SPECIF/CATIONS " A TTACHEO TO THE PRELIMINARY SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRI/CTION MITT/NG SHA( I Bf HF/ D AT THE 51 IF PRIOR ID IHf BFGINNING OF WORK AND SHA/ I Bf ATTFNDFD BY All RfPRfSFNTATIVFS RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESnNG AND ALL OTHER ASPECTS Of llif WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECT/ON LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TIME FOR THE PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL (NSPECTION RfO(IFSIS OTHER THAN FOR PRFCONSTRUCTION MITT/NG WI// Bf MADE RY CAI I /NG THF FNGINFFR/NG 24 HQ/JR INSPECTION R[OllfST I INF AT (760) 438 3891. INSPECTION RFOUFST MUST Bf RfCEIW PRIOR TO 2· 00 P.M ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMJmNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA T/ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA TiON. IF TH[ PLAN VARIES FROM THE" SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A RFG/STFRE"D FNG/NFFR AT TH( CONTRACTORS FXPFNSF. 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 APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA OUR/NG CONSTRUCTION, OPERA T/ONS WILL CEASE IMMEDIATELY. ANO THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOL/DA YS. (A LIST OF CITY HOLIOA YS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON Tl-IE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED 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. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECnON. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEOEO WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 475 9( AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WI TH THE PROPOSED WORK. 32. THE 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)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'Cl TY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760 )438-2 722 'SAN DIEGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPR/A TE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA T/ON ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED VILLAGES OF LA COSTA THE GREENS· NEIGHBORHOOD 1.0,! PREPARED BY GEOCON, INCORPORA TEO DATED ------'o~c.._.r_,.,n""REuR,._,,?,.,_n ,20il/L, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA T/ONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL PALACIOS AT (858) 692-7070 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VA/LAB LE 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 EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER/NG INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY Wf-iEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA \!EL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYOROSEEDEO 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 CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA T/ONS ANO THE FOLLOWING: A. HYDROSEEOING 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 HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEOIA TE TREATMENT. B. HYDROSEEDEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH Tl-IE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: 2. 3. a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE £LEMEN TS OF THE THE PROPOSED SYSTEM. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEOED GROWTH. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: RESPONSIBILITIES FOR PROJECT DESIGN. a. 20 lbs. PER ACRE OF ROSE CLOVER FIRM: SAMPO ENGINEERING INC ADDRESS: 1034 SECOND STREET b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA CITY, STATE: ENCINITAS CA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) TELEPHONE: 760-436-0660 •;f ;/- BY: VINCENT L. SAMPO ~I =--¥. -y DA TE: II 'If IZ. ND.44171 f. 1/2 lb. PER ACRE OF D/MORPHOLECA g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS Wf-iERE THE AREA BEING HYDROSEEOEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES. (NAME OF ENGINEER) R.C.E. N0.:~4~4~17~3 _____________ _ SOILS ENGINEER'S CERTIFICATE I, SHAWN WEEDON , A REGISTERED PROFESSIONAL ENGINEER (GEOTECHNICAL, GE 2714) OF THE STA TE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF SEPTEMBER 5, 2008 AND OCTOBER 19, 2008. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTEOATO HE OFFICE OF THE CITY ENGINEER. (,) I tl W SIGNED: _..L_-=-=--,'j...___c.===--------~ 'ti e~ 'ff' o G.E. NO.: _,,_2.c.71'-"4'------------- ll! ,._2714 ,z. TT\ DA TE: le ("k>('Z-ot= E,p. (,/-,.,/ I'!, :U ' Q,. ,., "¾ LICENSE EXP/RATION DA TE: ~Ee~\'5'~\-_./ .onm1::~,,-,::::'.\":"·~·::,., 06/30/13 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. 121 ,., l. II ..,i..... /4:1~ ~I u.{L'l(2ol:Z.. PALOMAR VISTA CONGREGATION OF JEHOVAH'S WITNESSES DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY ROBERT STIRES, LS NO. 5193, EXPIRES 6/30/13 FROM INFORMA T/ON GA THEREO ON MAY 8, 2008. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 213-110-16-00 2. 3. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAST/NG BEFORE HYDROSEEOING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16-20-0 WITH 15% ' ' 0 SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY: 1. ROUGHENING THE SURFACE TO B E PLANTED BY ANY OR A COMB/NAT/ON OF: EEPER THAN 6: 1 a. TRACK WALKING SLOPES S" b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFIC/ENTL Y FRIABLE. c. RIPPING AREAS THAT WIL L NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THA a. ADJUSTING THE SURFACE BUT NOT SA TURATEO SEED T IT IS SUITABLE FOR PLANTING BY: SOIL MOISTURE TO PROVIDE A DAMP BED. NDMENTS, PH b. THE ADDITION OF SOIL AM£ COVERING SALINE SOILS ADJUSTMENT, LEACHING TO PROVIDED VIABLE CONDITIONS FOR GROWTH. /NED TO PROVIDE A VIGOROUS GROWTH UNTIL THE E. HYOROSEEDEO AREAS SHALL BE MAINTA THE PROJECT IS PERMANENTLY LANOSGA THE PERMANENT LANDSCAPING, UNTIL PED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. --~NICIPAL WATER DISTn~~ ~ VICINITY MAP CITY OF OCEANSIDE 7& PROJECT SITE PACIFIC OCEAN CITY OF ENCINITAS CITY OF VISTA PROJECT INFORMATION SITE ADDRESS: CAMINO VIDA ROBLE APN: 213-110-16-00 CITY OF CARLSBAD, CALIFORNIA LEGAL DESCRIPTION: PARCEL 2, PARCEL MAP 20174 SOILS ENGINEER GEOCON, INC SAN DIEGO COUNTY ASSESSOR'S MAP BK 213 PG 11 6960 FLANDERS WAY SAN DIEGO, CA 92121 (858) 558-6900 SHAWN WEEDON OWNER/DEVELOPER/PERMITTEE: PALOMAR VISTA CONGREGATION OF JEHOVAH'S WITNESSES GE 2714 APPLICANT AND REPRESENTATIVE PATRICK MURPHY AND MICHAEL PALACIOS 1706 HILL TOP LANE (858) 692-7070 ENCINITAS, CA 92024 (760) 633-2696 PROJECT DATA A.P.N. : GENERAL PLAN: ZONING: MASTER PLAN: GROSS AREA: 213-110-16-00 COMMUNITY FACILITY (CF) PLANNED COMMUNITY (PC} WITH SCENIC PRESERVA T/ON OVERLAY (5-P) ZONE VILLAGES OF LA COSTA GREENS, NEIGHBORHOOD 1.2 228,670 SF = 5.250 AC 5,000 SF 877 SF BUILDING AREA (CHURCH) BUILDING AREA (RESIDENCE) TOTAL PARKING: 57 (39 STD., 14 COMPACT, 4 ADA COMPATIBLE) BENCH MARK FD. 3" DIA BRASS CAP ON. 0.6' IN CAPPED MONUMENT WELL STAMPED "S.D.CO. ENGR. DEPT. SURV. MON. 19" PER CITY OF CARLSBAD STREET IMPR. PLANS PROJ. NO. MS 05-05, ST A. 288+89 EC AT CENTERLINE OF EL CAMINO REAL. ELEVATION: 311.41 FEET DA TUM: NGVD 29 TYPE WORK TO BE DONE ' \ THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLAN TING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BU/LT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CA T/ONS, 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 ENGINEER/NG STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 6880 DATED 5-2-2012 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INCORPORATED _____ DATED 10 20 08 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS OATEQ__,_._N,..A2._ ________ _ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED ___..El~R~9,,8'---"0'"-7 ___ _ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY BILL RECORD DA TEO AV~vsr 2 • ZOl 2 WD/0 NO. '. IP! 0 2 7 C 36/2/// tl-1/-4,:,e:, 11. STORM WATER MANAGEMENT PLAN PREPARED BY SAMPO ENGINEERING, INC. DATED JUL\' 7 J:01:r' M!tfi111p,t b, ZOil. 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. ('I, &w,.,Pit 12.• /Z. OESCillPTION PROPERTY B/JJNDARY PROPERTY UN[ fAS[),{ENT UN[ EX/SllNC CONT/JJR EX/SllNC EL[VA ll0/1 NE'// CONT/JJR NE'// EL[VA llON DAYUCHT UN[ DRAINAGE S'1/AL[ DIRECllON OF FLOW CONCR[T[ PA V[!./ENT AC PAVEMENT CONCR[T[ MASONRY RETAINING 'I/ALL PR/VAT[ PERFORATED S/JBDRAIN PIPE PR/VAT[ STORM DRAIN PIPE PR/VAT[ HDPE CATCH BASIN PR/VAT[ PCC CATCH BASIN Bl.IP AREA-NOT TO 8[ !./{)()/RED IIIT/1/JJT PER!.f/SS/ON FRO!./ Tl/[ CITY LEGEND STANOARO PER PW/ PER PLAN PER SDRSD C-2 ,t C-4 SDRSD D-60, PVC SDR-35 SDRSD D-60, Pn;' SDR-35 BY 'Nos· OR E/JJAL BY 'BROOKS' OR EQUAL PER PW/ SYMBOL ~-]12------ x J/25. (Jl2 5) ----<[m] .... -- 312.50 -,-,-,-•- -SUB--SUB- -5 SD- -S0--@--SD- ~SD--l!l!l-50- REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION OllNERSHIP MAINTENANCE SHEET NO. AGREEMENT QUANTITY M/JOSF 25,500 SF 470 SF 430 lF 320 lF 7 EA 2 UI MAINTENANCE FREQUENCY REFERENCE DRAWINGS B/OR[lENll0/1 BASIN BIORETrNll0/1 BASIN PR/VAT[ tES J BIANNUALLY CITY OF CARLSBAD DWG NO. 397-2R CITY OF CARLSBAD DWG NO. 397-2Y CITY OF CARLSBAD DWG NO. 397-2Z CITY OF CARLSBAD DWG NO. 414-4 CITY OF CARLSBAD DWG NO. 442-6 CITY OF CARLSBAD DWG NO. 442-6A EARTHWORK QUANTITIES CUT: 1 800 CY FILL: 1 200 CY IMPORT: 0 CY EXPORT: 600 CY REMEDIAL: 1 000 CY 1 31 IY .,; , -IX ~ B\\lll -':>EE $\ff, :<> ~ I >I /12 u~ Ii\ SO<,,£ A<.(fjj ADOe D 5H~ET 3 DATE INITIAL SUSMP PROJECT PRIORITY HIGH 5'/;t'll1, ,co.,. ,;/z")/r7 r..vp DATE INITIAL DATE INITIAL 11 AS BUILT" t1=1:L /-,. 7/31/tt RCE '/<{/13 EXP. t,{}o/i.5 DATE REVIE\./ED BY• ~~ s/u/;4 INSPECT DR DATE I SHlET I CITY OF CARLSBAD I SH3ETS I ENGINEERING DEPARTMENT GRADING PLAN FOR: CARLSBAD KINGDOM HALL PHASE I TITLE SHEET APPROVEDA Y, 7./4 M GLEN K. VAN PESKI 1/zw3 CITY ENGINEf"R PE 41204 EXPIRES 3 /31 /13 1 D TE DWN BY: ~~ CHKD BY-4a l PROJECT NO. gRAWING NO. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: DAVID~USER=-~ REVISION DESCRIPTION .J)£PU-CITY ENGINEER R.C.E. 33081 EXP. f3G./. 4 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ~l! S CUP 10-10 475-9A N 346 E-"16e.sB,...3c_ _______ _ ... 'I 'I~ ,. ' ' •!' 0 0 ~ z ~ .. f-l. ,,.,...,s_ (9 ' '¥"' z :j ~'-0 .,::.. a: g::: -~ w ~ w w ;, z ·, i-(9 ,.,~ z ~" w "l~ ., 0 f~ [1_ ~-~ 2 fQ~ <( Cf) I - 1 z -~--~ l ·' l NO. ® ® © ® 1"=100' 0 50 200 EXISTING EASEMENTS DESCRIPTION EXISTING SOC[ EASEMENT REC. 1/27/60 AS DOC. NO. 151772 OF O.R. [XIS/ING 10' 111D[ SIR[[/ UGHT &: MAIN/[NANCE EASEMENT PER PM NO. 20174 EXISTING STORM DRAIN [AS[l,{EN T CRAN TEO TO Cl fY OF CARLSBAD R[C. O[C[MB[R 6, 2005 AS FILE NO 2005-0/05010! OF O.R. [XIS! JO' 111D[ GENERAL UTIUTY &: ACCESS [AS[l,{[NT PER PM NO 20174 [XIS! JO' 11/D[ COVENANT OF ACCESS [AS[l,{ENT FOR BENEFIT OF PARCELS J & 4 REC. DECEMBER 20, 2006 AS DOC NO. 2006-0901066 OF O.R. [XIS! 20' 1110[ DRAINAGE EASEMENT PER PM 20174 ® EXISTING EASEMENT TO CITY or CARLSBAD AS SUCC[SOR IN INTEREST, GRANTED TO COUNTY OF SAN Dl[CO FOR DRAINAGE SIRUC/URES, EXCAVAIJON & EMBANKMENT SLOPES PURPOSES REC. 7/24/70 AS FIL[ NO. 130197 or O.R @ [XIS[ 10' 1110[ SOC[&:[ [AS[M[Nf FOR PUBUC UTILITIES REC. 3/8/2007 AS INSTRUMENT NO. 2007-016/J/O OF O.R. (j) EX/Sf. REAL [STAI[ CiXLA/[RAL 1/ANAGEIIENf CO. ACCESS & U/IUIY [ASEl,/ENT & LANDSCAPE EASEMENT R[C. 6/29/2007 AS INSTRUMENT NO 2007-04394/J OF O.R. /H[ FOll0111N&' [AS[/,/[NTS HAVE NO WCA/JON SUFORIH &: /HERffOR[ CAN NOT B[ PWIIED: a} CONSTRUCT/OIi, INSTALlAflON &: MAINTENANCE OF [LECIRIC, GAS, TEL. WA/ER, srnrn &, ORA/NACE FACILITIES REC. 6/29/2007 AS INS/RUM[NT NO, 2007-0439411 OF 0.R. b} VEHIGVLAR ACCESS [AS[M[NT GRANl[O TO A/FONSO PAZ/URA, Er AL REC. 11/15/2006 AS DOC NO. 2006-08/3909 KEY MAP 1---------------11/DTH VARIES'---------------1 BASIN WATER LHfl NUMBER MVATl<1/ 1 JOJ.50 2 304.60 J J06.60 4 JOB.JO GAL VAN/ZED STEEL DEBRIS RACK CAGE PER CAL TRANS D9JC 111 APPROVED EQUIVALENT RN/SH GRAfJE DEPTH BOTTCt/ BASIN 0.£ SUBDRAIN) 302.7 10• {O.BJ; 299.7 JOJ.8 10• {O.BJ; J00,8 305.8 10· {0,8.J; J02.8 307.5 10· {0.83; 304.5 SIZE OlfRFLDW SIZE DRAINAGE DRAINAGE EHECTl'rf //JP RISER aJTlET aJTlETl£ AREA :4' {SF) 24•; J/4•; JOZ70 1,882 24•; /'; JOJ.80 3,265 2r, r, JOS.80 886 24'; /'; 307.50 1,184 PROPERTY LINE DATA NO. A/ BEARING RADIUS LENGTH LI N8/'5/'00"W --150.85' L2 N20'44'00'W --166.66' L3 N69'/6'2J"[ --32.0J' L1 N29'5/'J4"E --104.11' L5 N05'/6'0J"[ --160.56' L6 N05'17'14"W --164.64' l7 N20'49'20"[ --138.4/' LB NJ6'J6'47"E --165.74' L9 N50'2/'2/"[ --145.52' LIO N36'24'40"W --359.BJ' LI 1 NJ6'2J'51"W --J0.20' L/2 N60'23'54 "W --90.08' L/J N27'20'50"[ --658.11' L/4 N08'08'40"E --/J.77' Cl 4/75'5J" 25.00' 18.00' L/5 N68'55'00"W --5.91' C2 [6'31 "20' 90.00' 25.95' L/6 N52'2J'40"W --50.00' CJ 213'02'40" 50.00' 185.92' Lil N85'26'20"W --50.00' C4 /6'J/'20" 90,00' 25.95' LIB N68'55'00"W --5.95' C5 88'/J'49" 25.00' JB.50 C6 2·00'25" 1863.08' 65.26' Cl 10'09'56" 65.00' 11.53' L/9 N21'J4'J8" --41.75 CB 12'/9'48" 85.00' 18.29' cg /'50'39" 1874.08' 60.32' C/0 18'24'05'' 60.00' 19.27' L20 N04 ·59'55 "W --20.84' Cl/ 16'!5l'20" 40.00' 11.17' C/2 J'42'/ 7" 1863.08' 120.47' L21 N08'09'08"[ --187.81 1s• MIN. ENGINEERED SOIL PER NOTE 1 BELOW. SURFACE STCWAGE 'rfXUME 'vt' FT1 1,741 2,975 /j,/1) 1,121 TOTAL 2 !: 4,936 1. 8/11/[TENllON ENGINEERED SOIL LA YER SHALL BE MINIMUM 18' DffP SANDY LOAM SC/L MIX IHTH NO MORE THAN 5X CLAY CONTEN[ THE MIX SHALi CONTAIN 5(}-60X SAND 20-JOX COl,/POST OR HARDltOO/J I/ULCH, ANO 20-JOX TOPSOIL. ' 2. CLASS II PERMEA1JLE LAYER SHAil BE A MINIMUM OF 1.5' BUT MAY 8[ DEEPENED TO INCR[AS[ TH[ STOI/ACE ABIUTY OF TH[ BASIN. J. THE EFFECllVE AREA, SURFACE VOLUME, AND SUBSURFACE VOLUME OF TH[ BASIN SHALL 8[ LEVEL. 4. REFER TO LlNDSCAP[ PLANS FOi/ DEEP ROOTED,,_D[NSE, DROUGHT TiXERANT PLANllNG SUITABLE FOi/ l'lfLL DRAINED SC/L SHAil B[ PLAN1tD II/THIN THE IMP AREA isi,!B-SURFACE S~AGI. ',fJI.UIJE '1'2' FT' 1,/29 1,959 5J2 710 TOTAL 2 4: J,201 1/2' R LANDSCAPING 5• PCC CURB PER SORSD C-1 (520-C-2500). EXTEND TO s• BELO'// BAS[ MATERIAL ffli[N ADJACENT TO LANDSCAPING PER SOILS [NC/NffR A.. / 1 i 11111 ~ · BOTTOI.I CURB FOi/= 11 -'--'"~-=I· , . . I . ' ..... . PARK/NC AR£4S ffli[N · -' · (' · . ADJACENT TO LANDSCAPING I _:::-.. ·-;. -.-· .-·-· .. -. . :--r .. •. . . -.. _ --__ · 6 ·BELOW +IJ .CL II BAS[ BOTTOI.I CURB FOi/ OR/vE=I I I= \ BASE MATER/Al 1 · · OR/vE AJSLE A/SL[ AREAS ffli[N ' -I IC.LL-,,-----~ I ' ADJACENT ro LANDSCAPING -<I A \;::n I I I rn: =n I I I 111--~ ~= IA~~, 111 111 11 II IIIL1 -=m=:lTI 1il1_11 Ill Ill ~~~~~~~~~~~Jl~~~~~I I TYPICAL 6" CURB DETAIL ® ===============::~=====N=w B LANDSCAPING 5• PCC CURB PER SDRSD C-2, TlP[ C (520-C-2500). EXTEND TO 5• BELO'// BAS£ MA T[R/AL ffli[N 111 111 11 .~ A/#i_}CE/Jiftl~/f'DSCAPINC Pf~ ! 11111111 <I .a . 6. CL II BAS[ . pJJ!JPkJXfBli°& -I 11 .a "1 .a ~ I he >PARKING. . ·~ ADJACENT TO LANDSCAP/Nc:I ----= I "' 6• BEL6W:, . •• ., · . .j 13 CL 11 BASE 111 BAS[ MA TEJ/ill.\ . . ·.· \ ·. . D. RIVEi AISLE. BOTTOI.I CURB F/11 DR/vE =:. · A/SL[ AREAS 111/EN, -11 . -.,,--7 FrTT~-rr1-11 ~1-AOJACENT TO LANOSCAPINC _ _ r--.a 4 i= 5• BELOW == : 11 -~ <I~ ,815[ M~TERIAL=j I 1==1 111111114n, m7"/-i1if lTIII 11111' I Fml 1111111 I= 111=111=111=111=111=111 ITT 111=111b TYPICAL CURB & GUTTER DETAIL © =========N==iw C l I ---------1200' -------~~ ------7.75'------I rz.oo· I .oo· 3.15'--► 0- r\ !\1~\ll~IH~ \ :"1"~111 c':\\l '=<'II-;. 11'=:l!IE-11\:=lll~lnaa:.1 = _ _ .._ CD GtA>SPAVf' SYSTEM Pff.. Ml1'JUeA,::;,"~ (Q:COMr-\E>JDf\l:lOW';,. 111 Gie.P.S~ ~PN'i;. I).~\\ OVE~ ?::," t\\Xl'->1.e.E. or L\.t.AN .SPIN\) f, '.\"q" (,t"Scl /. 37' Zro ::,c,. -~ - '{" O,EP Ml~-'(OVOU' ~'lD' I/ti" Ob P~E 1'11Xl'D N,lO · 5TAbln.ED SW\1'5 SOIL. fJJ('.,/lvE J2_ TO O~Te<<J'l'"E e EXACI SEc.T!ON t'.12.IOi:2. TO ( OIJ'':,"Tt'-U.C. 110.V ~ ;:r;' G&[ ACCESS ROAD CROSS S[CTlON(tj;/,<·-' . -TYPICAL SD Nrs .. " . , 7 31 J'f V/..5 ~Bl)IL1-5EE ':>\\1.:, ~ 2' /1'1. 1/J..S fr-5 OGE l'>(.tf'SS X-SE<-T AOOell DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ·"' CONSTRUCTION NOTES: PROJECT NO. CUP 10-10 SUP 10-03 /, BOUI/DAIIY INFORMAi/ON SHOil// 1/[R[ON PER PARCEL I/AP NO. 20174. 2. A PRWMINARY TITLE REPORT PREPARED BY TICOR TITLE COMPANY AS ORDER NO, 2246406-CO DAl[D MARCH 4, 2010 WAS Rrnrnrn FOR EXISTING EASEMENTS. SAID [AS[M[NTS HAVE BEEN RffER[/IC[D AND PLOTTED HEREON. 1 ALL WORK SHALL CONFORM ro Tl/[ CEOT[CI/NICAL REPORT PREPARED BY GEOCON, INCORPORATED TITLED "UPDATE CfOTECHNICAl REPORT FOR nLLAG[S OF LA COSTA -THE GREENS,· N[/CHBORHOOO /.02, KINGDOM HALL CARLSBAD, CALIFORNIA. DA TED OCTOBER 20. 2008. 4. PRIVATE STORM DRAIN PIPE SHALL 8[ PVC I/ATER/AL {SDR-35 MIN.} @ 1% MINIMUM SLOP[, UNLESS NO TED O /H[Rll1S[ PIP[ Sil[ PER PLAN. 5. TOPOGRAPHY SHOW// ON Tl/ESE PLANS WAS GENERATED BY ROBERT STIRES, LS NO. 5/9J, EXPIRES 6/)0IIJ FROM /NFORMA TION GA ll/ERED ON MAY 8, 2008. TOPOGRAPHY 5110111/ 1/ER[ON CON(ORMS TO NATIONAL MAP ACCURACY STANDARDS. 6. All ON-SI TE STORM DRAIN, DRAINAGE SWALES, AND PERMAN[// T 81/P AREAS AR[ PRIVATE AND SHALL 8£ MAINTA/N[O BY ll/[ PROPER/Y 0111/[R. 7. WALL ELEVATIONS 5110111/ HERfON MAY VARY DURING CONSITTUCIION DU[ TO EXISTING CRAD[S AND SOil ENC/NEER R[COMMfNDA TIONS. SOIL [NC/NffR SHALi DETERMINE FINAL WALL FOOTING D[Pll/5. 8. FOR STORM WATER POlLUllON CO/lmrx BMP'.'i ROOF DOlll/SPOUTS TO 8[ 0/SCI/ARCED INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLlECllON INTO TH[ PRIVATE STORM DRAIN SYS/[/,/ TO TH[ SATISFACTION OF Tl/[ CITY fNC/NffR. WATER SI/All NOT B[ ALLOllfD TO POND ON SIT[ ANO DRAIN TO'IIARO BUILDING FOUNOA TIONS. 9. ALL [X/SllNG AND PROPOSED UTILITY LINES S[R~NC TH[ SU8£CT PROP[RfY SHALL 8[ INSTALLED UNDERGROUND. 10. ll/[ CONTRACTOR SHALL ASSUM[ All R[SPO/IS/8/UTY FOR O[S/GNINC AND IMPL[/,/[Nll/lC ANY AND ALL TYPES OF SH0/1/NG SYSTEMS (IF NECESSARY) IN ORDER TO EXCAVATE FOR TH[ BUILDINGS, RUA/NI/IC WALLS, UllL/ll[S, ANO PRIVATE STOrill DRAIN. A SEPARATE BUILDING PERM/ T MAY B[ REQUIRED IF SHORING IS NECESSARY 11. PRIOR TO CONSTRUCTION, Tl/[ CONTRACTOR SHALL OBTAIN AN [NCROACHl/fN/ PERM// FOR ALL WORK TO 8[ PERFORMED IN TH[ PUBLIC RIGHT-OF-WAY OF EL CAMINO REAL AND CAMINO WDA ROBL[ 12. THE N[W AC PAvEMENI CROSS-SEC/ION SHALL BE AS RECOMMENDED BY /HE SOIL [NC/NffR, BASED ON R-VALU[ TESTS. THE I/IN/MUM SfCllON SHALL B[ NOT LESS THAN 4• AC OVER 6" CLASS II BASE FOi/ PARK/NC SPOTS AND 4' AC OVER 13• CLASS II BAS[ FOR DRIVE ISLES OVER RECOMPACTED NATIVE SUBGRAD[ SOIL, UNLESS THE SOIL [NC/NEER OR Cl IY [/IC/1/[ER IND/CA TES O TH[Rll1S[ IJ. EXTERIOR CONCRETE SIDEWALKS AND PATIOS SHALL NOT 8[ LESS THAN 4' P.C.C. OVER R[COMPACTED NATlvE SUBCRADE SOIL, UNLESS DUERII/N[D OTHERll1SE BY THE SOIL [NC/NffR. ffliERE SLABS AR[ IN EXCESS OF 8 Fff f SQUARE, SHOULD BE REINFORCED 111 fl/ 6x6 -1!2.9/1!2.9 (6x6 6/6) llfLD[D 11111[ /,/[SH TO REDUCE POTENTIAL FOR CRACKING. CRACK colfTROL JOINTS PEfl STRUC/URAL ENCN/NffR. 14. THE Oltll[R AND DEVELOPER ARE SOLELY RESPONSIBLE FOR 11/PLEl/[NIING' AND MAINTAINING ALL NEC[S5~RY CONS/RUC//ON [R0570/I CONIRiX MEA5VR[5; INCLUDING ALL CONSITTUCTION BEST MANAGEMENT PRACllCES (BMP'S) R[OUIRED BY THE COUNTY ANO STATE OFFICES HAWNG ,.HJR/SD/CllON. 15. 'SEE 5HEET5 P ti 5 FBR fSrfPGS#W EH8ftlf},l/ FfBt 8ET.1ft~,IS&,i ,!1\\51 86HEHRhreff8H BE5f M,b'blCEMEHT PRJ\8RS@. S 6 Wt' I -4(}(> 16. UNLESS NO/ED OIHERll1SE, ALI ROADWAYS SHALL 8[ A MIN/1/UI/ /6' IN 111DTH OUR/NG CONS/RUCTION AND MAINTAINED FRff AND llEAR, INCLUDING PARKING OF VEHICLES, IN ACCORDANCE llflll /H[ UNIFORM FIR[ COD[ AND ClfY OF CARLSBAD FIR[ DEPARM[NF. 17. All THE WORK PROPOSED OIi Tl/IS PLAN IS [NT/RELY 111111/N TH[ APPL/CAN T'S PROPERTY IF ANY DISTURBANCE TO ADJACENT PROP[RT/[S IS ANllCIPATED AS A RESULT OF N[W WORK. OR AT TH[ DISCRETION OF THE CITY FIELD INSPECTOR, A 1111/TTEN LUTER OF PERM/SS/0// FROM TH[ ADJACENT PROPERfY Oltll[R MUST BE OBTAINED AND SUBMITTED TO TH[ CITY PRIOR 10 'ifART or SUCH WORK. ANY 0/S/URBANC[ ON TH[ ADJAC[Nf PR/VAi[ PROP[RTY THAT HAS NOT BffN PREWOU5IY AUTHORIZED IN 1111/TING AND SUBMITTED TO TH[ CITY IS GROUNDS FOR A STOP-WORK TO 8[ ISSUED FOR THE PROJECT UNllL TH[ REQUIRED P[RMISS/0/1 IS OBTAINED. .....__TY _PfCAL SOG&[ ACC[SS ROAD CROSS SECTl~~([) ' "AS BUILT'' ~L !' :,.; ii< d ;I,../= ___J_/.1.!_ / I '/ IID.""1 ' RCE ':i.~11] EXP,_jp/Jo./;5 DATE ~~i ' ,. ... , ~ REVIE\./ED BY• 1-';." If ~Atl-..-,_-c-f /Jl/ttf., INSPECTOR ~ DATE I S2ET I CITY OF CARLSBAD I SH3ETS I ENGINEERING DEPARTMENT GRADING PLAN FOR: CARLSBAD KINGDOM HALL •' / PHASE 1 DETAILS AND NOTES APPR~Gxui'.-AN~ CITY ENINEER PE 41204 EXPIRES 3/31 /13 1 lze/23 ' otTE ~l'lflltJ ~~ 5/'lPJ//3 6VP DATE INITIAL DATE INITIAL DWN BY: ~~ PROJECT NO. DRAWING NO. CHKD BY·ljff!J CUP 10-10 475-9A OlHER APPROVAL CITY APPROVAL RVWD BY: 111 S 0 z ~, ('.) '" ~ { , ' z ~{ (C -~: w "" w ;; z ~ ('.) ~- z -is: w ) :4 ~ 0 , .;:,/ o._ ~! 2 " ' ;;j ' <( 1 if) ' r -<!:-~ ! I\) 0 ..... w I I 60613 1)12-113 0 ~ ,,:i,. ...., (11 ~ I KEY NOTES KEY NOTES CONT. NO. OESCRIP /ION DE SCRIP !ION NO. I PROTECT EXIST. CURB & GUTTER IN PLACE 19 TRASH ENCLOSURE PER GS-16. 8" CONCRETE MASONRY BLOCK JJ 2 PROTECT EX/Sf. PCC SIDEWALK IN PLACE WALL P[fl l1 TY or SAN DIEGO IB22J AND 6' [II/CK PCC SLAB. J4 J PROTECf EXIST. FIRE H'(f)RANT IN PLACE SEE ARCHITECTURAL SHEET Al.J. INSTALL S/GNACE "DO NOT DUMP 4 PROTECT EXIST. WA/ER !./AIN IN PLACE "HAZARDOUS MATERIAL HERE'. 5 PROTECT EX/Sf RECLAIMED WATER MAIN IN PLACE 20 LANDSCAPE SETBACK LINE 6 PRO/EC! EXIST. PEDESfRIAN RAMP IN PLACE 21 60' FIRE BUFFER 7 PROTECT EXIST. RUA/N/NC WALL IN PLACE 8 PROTECT £XIS[ ELECTRICAL VAULT IN PLACE 22 LIGHT STANDARD. SEE ELECTRICAL UGI/TING PLAN SIIT El. I 9 PROTECT EXIST BENCH IN PLACE 23 DOUBLE DETECTOR CHECK VALVE & FIRE HYDRANT PER CMJW 10 PRO/ff! EX/Sf. 5Vo'E fRA/ISFORMER IN PLACE W-22 & W-12, RESPECIIVELY. II PROTECT EXIST PCC ORIVEWAY APRON IN PLACE 24 CONCR[f[ MASONRY RUA/NING WALL PER SDRSD C-2 12 PROTEC[ EXIST. STREET l/G/IT IN PLACE 25 "NO PARKING FIRE LANE" SIC/I PER CA MU/CD R26F 13 DEMOLISH EXIST. 24" CORRUGA fED STAND PIPE & 10 LF RCP PIPE 26 /" DOMES/IC WA /ER SERWCE FOR CARUAKER BUILDING 10 CLEANOU! AF/ER NEW DRAINAGE IMPROVEMENTS I/AV[ BEEN 27 FIRE TRUCK TURNING IEMPLA ![ P[R CAL/RANS HWY DESIGN CONS/1/UCTED. SOLID CROUT SDCO OPENING. MANUAL 404.5F. 14 PRO [[Cf EXIST. 6' HIGH Yd/OUCH f IRON FENCE & CONC COLUMN 28 6" itlDE x 16" DEEP PCC FLUSH CURB (2,000 PSI MIN. CONCREf[} IN PLACE EXTEND BO!!OM OF CURB ro 5• BELOW AC PAV[M[Nf BASE 15 4' WDE PCC SIDEWALK PER SDRSD G-7 O'IER PROPERLY MATERIAL 'MIEN ADJACENT fO LANDSCAPE AREAS. COMPACTED FILL. SEE CONSTRUCTION NOTE 13 SHEET 2. 29 PROTECT EXISTING STORM DRAIN CLEANOUT IN-PLACE RAIS[ RIM 16 6" PCC CURB PER SDRSD C-1. EXTEND BOTTOM OF CURB fO 6" ro GRADE AT ELY S!ORII DRAIN CLEANOUT AND ADO STEPS. BELOW AC PAlfMENT BAS[ MAIER/Al //fl[// AOJAl'EM[Nf fO JO 2" DDMESf/C WA f[R MUER PER Cd/lW W-4 LANDSCAPE AREAS. SEE DUA/l iJ' SHEET 2. JI 20' WD[ WA/ER [AS[l,([Nl GRANTED TO CARLSBAD MUNICIPAL 17 ASPHAU CONCREf[ PAlfl./ENf DRIVE ISLE & PARKING. WATER 0/STR/Cf RECORDED HI: I~~ 2012 PER DOCUMENT SEE CONSTRUCTION NOTE 12 ON SHEET 2. 2012-fl'lll./!6_' OF 0.R. PR 12-25 18 PLAN l[R S[[ LANDSl~P[ PLANS. 32 ADA ACCESS 35 J6 37 JB 40 41 42 43 44 45 46 47 48 49 50 51 52 Cl/ KEY NOTES CONT. DESCRIPTION NO. 24"¢ PRIVATE CORRUCAl[O METAL STANDPIPE 53 4"¢ PVC PERFORATED SUBDRAJN Al /7, I/IN. SLOPE {SDR-J5 MIN.} PRVATE 8"1 PVC SOLID WALL STORM DRAIN AT IX MIN. 54 SLOPE (SVR-J5 MIN.} 55 PCC I'll/EEL S!OP (!YP} PCC TRANSFORMER PAD. SEE ARCH/l[C//JRAL PLANS FOR ELEC 56 PCC LANDING 1J 21. MAX. SLOPE 57 6"1 PVC PRIVATE S[H[R LATERAL () l.6X (SDR-35 MIN.} 58 SIGN "RESERlfD PARKING" FOR CARUAKER RESIDENCE 59 SfORM WA!ER TREATMENT/CONTROL AREA (IMP) 60 WI/ 11./PERIIEABLE LINER. S[[ DETAIL "C" SHEU 2. 61 PRO !£CT/ON POST PER SOR SD W,/-04, TYPE ~' 62 63 PRIVATE 6"¢ PVC ST/Jf/M DRAIN AT IX MIN. SLOPE 64 (SDR-35 MIN.} 65 DOMESTIC WA/ER & FIRE POI/If OF CONNECTION 66 END 6" PCC CURB BEGIN 6" FLUS/I CURB. J' TRANSlllON. 67 4"¢ PRIVATE SEM:R LAl[RAL IJ 7.9X (SDR-35 I/IN.} 68 PROl[CT EXIST. CURB INLET IN PLACE 69 PROfECf EX/Sf 18" S!ORM DRAIN IN PLAC[ 70 PRO/EC! EXIST SLOPE IN PLACE 71 D[l,(OUSH 9 lF CURB TO CONSTRUC! SIDEWALK 72 PARKWAY TR[[ PLANllNC PER CITY STANDARD CS-8 KEY NOTES CONT. DE SCRIP llON 6' HIGH SOUND WALL i'fl[II PJLASIERS. a• CONCRU[ MASONRY BLOCK WAll PER CITY OF SAN DJECO /8221 SEE ARCH/l[CTIJRAL SHEU Al.J pee PEDESTRIAN CURB RAMP PER SDRSD G-27, TYPE ii' CONNECT TO EX S!ORM DRAIN. CONCREIE LUG PER SDRSD 0-63 {IE 18" RCP 296.60) IE 10" PVC 291.27 PRIVATE 4"¢ PERFORMED SUBDRAIN (SDR-35 MIN.} (2) 13 lF 6"¢ PVC S!ORM DRAIN (SDR-35 Mill.} "R/CIJ[ !URN ONLY" SIGN PER CA MU!CD RJ-5R PRO![Cf [XIS/ING CA!V PEDES!Al IN-PLACE PROTECT EXIS/ING /ELECOMMUNICATIONS PEDES!Al IN-PLACE PROTECT [XIS/INC NO PARK/NC BIKE LANE SIGN IN-PLACE PROfECf EX/Sf/NG fRAFFIC SIGNAL BOX IN-PLAC'E PROTECT EX/SllNC 2" BACKFLOW IN-PLACE PRO/EC/ EX/SllNG ELECTRIC MUER CABINET IN-PLACE PRO/EC! EXISllNG RECLAIMED WA/ER CABINET IN-PLACE CARP/Jf/ r PER ARC/II !EC /URAL PLANS PAINT PARKING SPACE "R[SERlfD" PAINT PARKING SPACE "COMPACT ONL '(' STANDARD HANDICAP SfRIP/NC PER ARCH/fEC/URAL PLANS POS! MOUN! ACCESSIBLE PARKING SIGN PER ARCH[C!URAL PLANS CONCRETE MASONRY RETAINING WALL PER SDRSD C-4 4"1 PVC PR/VAi[ SEM:R LA/Ef/Al @ 2X 1,//1/. PEf/ 5-7 (SDR-35 MIN.) NO. 7J 74 75 76 77 78 79 80 81 82 83 84 85 B KEY· NOTES CONT. O[SCR/P llON DEMOLISH EX/Sl/1/C SEM:R CLEAN OUT & 10 lF 8" PVC MAIi/ CONNEC[ 6" PVC SEM:R LA/ERAL (CHURCH} ro 1/E'I/ MANHOLE. (LE. IN 299.36). COI/NECT 4" PVC SEM:R LATERAL (CARETAKER) TO PR/VA IE 6" LA!ERAL (LE. IN 299.11) SEM:R MANHOLE. Sff PUBLIC /MPROlfM[NT PLAN 475-9. RIM: 309.00' I.E.: 299.JJ' SEM:R CLEAN OU f PER 5-6 CRASS-LINED DRAIN.ACE SWALE SEE DETAIL ~' PROTECT EXIST/NC RECLAIMED '1/Al[R UN[ VAUU AND AIR & VACUUM VAL V[ IN-PLACE PROTECT EXISTING Sff/ffl UGI/! HAND HOLE Ill-PLACE BUILD/NC COLUMNS PER ARCH/ !EC /URAL PLANS. 6" PCC CURB AND CUflER PER SDRSD G-2, TYPE G. EXTEND BOTTOM OF CURB TO 6" BELOW AC PAVEMENT BASE MAl[R/Al )/HEN ADJACENT fD LANDSCAPE AREAS. S[[ DETAIL 'C' SHEET 2. 12"xl2" PCC CA!CH BASIN BY BROOKS' Of/ APPROlfD EQUAL MODIFIED CURB OUrtU PER SDRSD D-25 RELOCATE /RR/CA/ION CONTROL VALVES AS NECESSARY R CO/IOI llONINC I NI r. P. ~ SC ~ G P R l 1NG OEP r. Ii WIOE. 500. AC.LESS !'.12-~nA\\... ~ ·z· oi. srl'•f'S Foll.. ,12--..~1< l\(.c1cs1 \Z' w1oe Oc, 01c,,11;wA'I VEI!. P€rAIL EB PROJECT NO. CUP 10-10 SUP 1Q-Q3 ) \ I I • 60613 r,1 i 113 \ -V ,Y kEY NOT€S CONT. . ' I \ I °wo) ()!'.St11-1P,10,-i ' rTL.'J/.O. .( '!OJ / Z' W/Of.. GArEO t'NT~ '/ fofl SOC.E A(CF-$5 o,n ~. 11 AS BUIL T 11 '11 OF-l'!0L\SI/ ± /12. SF Ptt SiOEWAL!< 1_ PEO!cTT~lA/J MMP 'fO CX\Sf\NC,., 'JO\lt..ll Nf:AJ2..E:SI ~\\Jl;"\,,J~~ !=OUIE. ~ IJ-t ;t, /=7---------1L11l!'I No.4t111 PeC.llECf c:.u..e.~ ~ ~\.(\"'(E~ 1N-fJl.A.C.E. '--tX J • f1. f:Xl~T\IJC,,. (.Ot,..)(.,12.{:TE. Jo\t-,.1T ~ RCE '{'{173 EXP. 6t>ojJS DATE 1; C.ONS"W-L<C• 1'1..' WIO~ l< $" Of'EP pc<. O\Jf:.{l. b" . I C.Lf\S\ J[ 6ASE Foe. ~OC.E /u..f'SS . 1 "=20' REVIE\./ED BY, 0 10 20 40 -~/~•<-t!u/;f ~ ~ /'-...._/ INSPECTOR DATE I S3ET I CITY OF CARLSBAD I SH3ETS I ENGINEERING DEPARTMENT GRADING PLAN FOR: CARLSBAD KINGDOM HALL PHASE I GRADING PLAN APPROVED:&N _iy'ljN/,Pt:;i!5! ./ 7/ze/13 • ,_///._ / c, ' l 'll/l'f VL..s / A /\ ':I \',\1111 CITY ENGIN°Ei:'R PE 41204 EXPIRES 3/31 /13 DATE 5 2~ 113 1/1.,t, /t\ SOC:.£ AUE:~ S AOCFD t1!~~10 S/2,,. 5/1,vJ//3 6VP DWN BY~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD B'r'. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD B : Iii S CUP 10-10 475-9A 0 u w :E c;) z , ~" 0 ~ ~ ' ~ "'--' ~ ..... z ~s w 01 a: -e;--w ,; '.,! (,0 w ~ z ,, l> :J ~ ~~ z w ~~ 0 1,/8 o_ ~~ 2 r:12 <( Cf) ' 1 " -9--7 !