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HomeMy WebLinkAboutDWG 455-3A; CT 06-01; LAGUNA BREEZE CONDOMINIUMS; 01-05GRADING NOTES (IN ADDIT10N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FDR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A " OR BETTER AND A SIZE CATEGORY OF CLASS "V" OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(8)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEP ARA TE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE 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 AND 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 AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE "EARTHWORK SPECIF/CA TIDNS" ATTACHED TO THE PRELIMINARY SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCVON MEEVNG WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (619) 4:38 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/DR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VA TIDN OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS [STABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PEf?MIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION. OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE 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 ROUT[S OR ADJACENT STREETS AS A R[SUL T OF THE GRADING OPERATION. - 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE 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 SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 455-3M, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA T/ON 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 CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. P: \1B0-6 LAGUNA BRt:[l[\G PLANNING AND t:NG/Nt:t:RING\GP\GP-01,DWG 6/ZJ/2015 7: 25 AM PLANS FOR THE GRADING LAGUNA BREEZE OF: WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BU/LT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 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 AT&T-----------------------------------(760 )434-5081 TIME WARNER CABLE-------------------------(760)707-1000 COX COMMUNICATIONS------------------------(760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN)---------(760)434-2980 *CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WA TER)--(760)438-2722 *SAN D/EGU/TO WATER D/STRICT------------------(760)633-2650 *LEUCADIA WASTEWATER DISTRICT-----------------(760)753-0155 *VALLECITOS WATER D/STR/CT--------------------(760)744-4550 *OLIVENHAIN WATER DISTRICT--------------------(760)753-6466 *BUENA SAN/TAT/ON DISTRICT--------------------(760)726-1340 *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120A8] 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 {15.16.120A10] CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION 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 AND 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 AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGAVON, LAGUNA BREEZE CONDOMINIUM PROJECT. 7J5", PREPARED BY ADVANCED GEOTECHNICAL SOLUVONS. INC.. DATED JUNE 16. 2014, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I, MARK A. BRENCICK HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. LANDMARK CONSULTING 9555 GENESEE A VE STE 200 SAN DIEGO, CA 92121 TELEPHONE: (858)-587-8070 BY: MARK A. BRENC/CK fl-\, .... ~~ DATE: 0/-z..;l..2- R.C.E. N0.:48153 REGISTRATION EXP/RATION DA TE: 06/30/16 ENGINEER OF WORK: LANDMARK CONSULTING 9555 GENESEE A VE STE 200 SAN DIEGO, CA 92121 TELEPHONE: (858)-587-8070 SOILS ENGINEER'S CERT/FICA TE /, PAUL J. DER/SI, A REGISTERED ENGINEERING GEOLOGIST OF THE STATE 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 IN JUNE, 2014. THE RESULTS ARE SHOWN IN THE REPORT DA TED JUNE 16, 2014, REPORT NO. 1406-03-B-2. TWO COPIES OF THE~O/ S REPDRl-,_GOMPILED FROMJHIS STUDY, WIKR l!N AT/ , HAVE BEEN SUBMITlfD THE OfF10iE OF ;:!5,CITY ENGINEER. SIGNED: :::1i;~:c,,~:2~ SIGNED: '-L r ,... 1\ L / PAUL J. DERIS/ -~ JEFFREY A-:-lcl-fii fy D- OA TE: r,,/z.4(ts.-DA TE: _i,f ~ ( ,( CEG NO. 2536 RCE NO. 46544/GE 2314 LICENSE EXPIRATION DATE: 5-31-15 LICENSE EXPIRATION DATE: 6-30-15 REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENC( ' PERVIOUS PERMEABLE CONCRETE PAVERS PVT CC&R 3 AFTER EACH PAVERS RUNOFF ON PROP. PRODUCING DRIVEWAY STORM CONSTRUCTION PRIORITY: LOW CMWD SPECIAL GRADING NOTES NO GRADING SHALL OCCUR OVER EXISTING DISTRICT FACILITIES WITHOUT WRITTEN APPROVAL FROM THE DISTRICT ENGINEER. OWNER'S CERT/FICA TE I 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. OWNER: LAGUNA BREEZE CONDOMINIUMS, LLC 700 2ND. STREET ENCINITAS, CA 92024 (858) 461-5109 CITY OF OCEANSIDE LAGUNA DR. SITE MADISON ST. VICINITY MAP NO SCALE HIGHWAY 78 PACIFIC OCEAN SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THIS PLANS WAS GENERA TED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON JANUARY 31, 2005 BY MELCHIOR LAND SURVEYING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. LEGAL DESCRIPTION LOT 1 OF CARLSBAD TRACT CT 06-01 (LAGUNA BREEZE CONDOMINIUMS), ACCORDING TO MAP THEREOF NO. 15818, FILED ON MARCH 15, 2011 IN THE RECORDS OF SAN DIEGO COUNTY. CALIFORNIA. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 203 110 48 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N: 3§.Q E: 1664 'DATE EARTHWORK QUANTITIES CUT: 534 CY FILL: 26 CY IMPORT: O CY E,XPORT: 508 CY REMEDIAL: O* CY *THESE VALUES ARE SUBJECT TO CHANGE BASED ON ULTIMATE SUITABILITY OF ONSITE SOILS AND THE NECESSITY FOR REMEDIATION IN EXISTING DRAINAGE AREAS PER SOILS ENGINEER RECOMMENDATION. NOT TO SCALE CITY OF VISTA ~ q_-.0 CITY OF SAN MARCOS CITY OF ENCINITAS APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO. C. 7 196--0/ PER CONDITION NO. ;;z 7' OF PLANNING COMMISSION RESOLUTION NO. -=J-O~':f PL»NWJ OMS~ 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY VINJE & MIDDLETON ENGINEERING, INC. DA TED OCTOBER 25, 2007, JOB NO. 07-334-P, ADDENDUM DA TED APRIL 28, 2008. AND ADVANCED GEOTECHNICAL SOLUTIONS, INC. DATED JUNE 16, 2014, REPORT NO. 1406-03-8-2. 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. STORM WATER MANAGEMENT PLAN SWMP 15-03 PREPARED BY LANDMARK DATED 1-08-2015 8. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) STORM WATER BEST PRACTICE CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. 9. RESOLUTION NO. 7077, DATED DECEMBER 17, 2014. LEGEND DESCRIPTION DWG.NO. l!H£R£ APPL/GABL£ PROJECT BOUNDARY PARCEL NO. PROPERTY LINE STREET GRADE FINISH GRADE ELEVATION PROPOSED SLOPE 2: 1 MAX. UNLESS NOTED OTHERWISE PROPOSED CONTOUR EXISTING CONTOUR CUT/FILL LINE FINISH SURFACE ELEVATION (TYP.) FLOWLINE/DIRECT/ON OF FLOW 18" RCP (PUB) 6" PVC PIPE 8" PVC PIPE MASONRY RETAINING WALL **(C-4) DEEPENED FOOTING (DF) STEM WALL 6" CURB **(G-1) PR/VA TE AREA DRAIN NOS #50 OR EQUAL 6" CURB & GUTTER **(G-2) PIPE TRENCH AND STREET RESURFACING **(G-24A) STANDARD CONCRETE SIDEWALK *(G-7) CONCRETE DR/VEWA Y *(G-14B) SEWER LATERAL & CLEANOUT *(S-07) WATER/IRR SERVICE AND WM CMWD DWG NO. W-3A GRIND AND OVERLAY CONSTRUCTION OF AC PAVING ( 4" AC / 4" AB MIN.)** *(GS-17) PERMEABLE CONCRETE PAVERS SEE SECTION SHT 2 3' CONCRETE STAIRS **( ) *( ) SAN DIEGO REGIONAL STANDARD DRAWINGS CITY OF CARLSBAD STANDARD DRAWINGS. SYMBOL QUANTl1Y l!H£R£ APPL/GABL£ - 1 ~ 45.79 FG fJY\l --45----- . -45- ~ 45.79 FS --)> ---~)>-- ------SEE IMP. PLAN - -142 LF - - - -140 LF -- 137 SF 80 SF IZ Z Z Z Z 2] 57 SF 204 LF 0 8 EA SEE IMP. PLAN l'<\X\XV<1 SEE IMP. PLAN ·.:.-···::·:•:.:·-·r·-: ~..-; SEE IMP. PLAN '1· ··.::-:.-,j7 SEE IMP. PLAN ® SEE IMP. PLAN ~ SEE IMP. PLAN r///1 SEE IMP. PLAN I •.· .· s I SEE IMP. PLAN r, ~ r;r~ r,r;.r; 2,645 SF ITO "AS BU I LT" [vi-A -~' 5-Zl\-lb RCE 1515'3 EXP. 6--~-(b DATE kan~ln~E~~~\~jN~I~ $~ 9555 Genesee Avenue, Suite 200 San Diego, CA 92121, (858) 587-8070 INSPECTOR DATE BENCH MARK I SH1EET I CITY OF CARLSBAD I SHEETS I l-----+--+------------------1---+---1-----I----I ENGINEERING DEPARTMENT 4 l-----j---l-------------------:l-----l----1----1-----1 1-----j---l-------------------:1-----l----l----l----l GRADING PLANS FOR: DESCRIPTION: A STANDARD DISC STAMPED "oc 155, 1968" LOCATION: IN CONG BASE OF AT&SF RR SWITCH BOX. 0.1 Ml NORTH OF BRIDGE OVERCROSS/NG OF CARLSBAD BLVD ELEVATION: 20.04 DATUM: NGVD 29 REFERENCE ORA WINGS DWG. 140-6 DWG. 141-7 DWG. 153-9 DWG. 455-3 RECORD OF SURVEY NUMBER 18145 RECORD OF SURVEY NUMBER 9217 LAGUNA BREEZE RP 14-10 1 REPLACES SHEET ORIG/NALLY SIGNED 5-12-12 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION THICK MIN WITH . COMPRESSIVE STRENGTH 55MPA OR GREATER 4" BEDDING COURSE (NO. 8 AGG.) 4" STONE BASE (NO. 57) 38" STONE SUBBASE (NO. 2) CONCRETE PAVERS 2.26"\ SLAB PER PLAN SLAB PER PLAN , ~!•~· ;r: "'"'· 1,~,o=-~~r~!~ (ig;:;IDES) END LINER 1'.:ld-' 1,.';J< ..,, JS?S 1<:::J( " " 5' FROM Jq'~ 7 ;:t {,Jg .A _,F, _ EDGE (TYP.) ,Tt •M1".l, '\<".; ' -~ "I>; -------,;§:ii,tt-t,'$/C""7H C:J ~-· i<-I IC '17 0 im~ ;\ ,,~. 1. "',T' "1:J ~ 0 IMPERMEABLE LINER·~,' ;, ,-, •~ ':'. ~ ~ (SIDED AND BOTTOM) ' 8" PERFORATED INFILTRATION PIPE WITHIN PA VER THROUGH OPENING AREA OF IMPERMEABLE LINER TYPICAL SECTION PERMEABLE CONCRETE PAVERS NO SCALE q;_ 20' 30' If. R/lw 10' 20· 10· 1-------t--------1----1 I 75'± I 4.5' 5' I BERM TO B[ RtMOV[D SIDEWALK PER R/W PROP. STREET SECTION TO CITY STANDARD TYPICAL SECTION MADISON STREET 20' 2% NO SCALE: (PR/VA Tt) q;_ 20' 15'± 30' 6" MIN. 6" CONG. CURB & P£RM£ABL£ CONG. GUTTER PER DWG 455-3 ff. 10' I 14_5• I 5' I I ' - I SDRSD G-7 LANDSCAPE 'kAC_J EXIST. CURB,-PAVING /,7/ /·' EXIST. AC J, B[RM TO 8[ REMOVtD EX GROUND SIDEWALK PER SDRSD G-7 GUTT[R & s/w PROP. STR££T SECTION TO CITY STANDARD TYPICAL SECTION LAGUNA DRIVE NO SCALE: (PR/VA Tt) -6" MIN. LANDSCAPE 8" CONC. CURB & PERMEABLE CONG. GUTTER P£f DWG 455-3 ; P: \180-6 LAGUNA BR££Z£\G PLANNING AND £NG/N££RING\GP\GP-02.DWG B/23/2015 7: 28 AM EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SHAWN MONTEITH AT (858) 461 5126 (PHONE NUMBER). \ 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE 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 SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ' 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY B£ REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6, TH£ CONTRACTOR SHALL B£ RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL £ROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH£ £ND OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST £XC££DS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYDROS££D£D 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 B. C. D. £. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION ALL PERMANENT AND TEMPORARY £ROS/ON CONTROL PLANTING AND /RR/GA TION SHALL B£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROS££D/NG SHALL B£ 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 TH£ FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROV£MENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. /D£NT/F/£D BY THE PARKS AND RECREATION DIRECTOR AS H/GHL Y VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY £NG/N££R THAT WARRANTS IMMED/A T£ TR£A TMElr. HYDROS££DED AREAS SHALL 8£ IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: ! 1. ALL SLOPES THAT ARE GRADED 6: 1 OR ST££PER AND THAT ARE: a. THREE TO £/GHT FEET IN HEIGHT SHALL 1B£ /RR/GA TED BY HAND WATERING FROM QUICK COUPL£RS/HOS£[BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHAL~ 8£ WA T£RED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. j 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRl(;A TED AS APPROVED BY THE CITY £NG/NEER, PRIOR TO HYDROSEEDING. THE DEVfiLOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY £NG/NEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING TH~ NUMBERS, TYPES AND COSTS OF TH£ ELEMENTS OF TH£ PROPOSED SYSTEM. ; I 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF TH£ SOIL AT TH£ OPTIMUM LEVEL FOR THE GROWTH OF THE HYpROS££D£D GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO F£SCU£ c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALlfORNICA d. 4 lbs. PER ACRE OF ACHILL£A MILLEFOLI(! e. 3 lbs. PER ACRE OF AL YSSUM (CARPET 1oF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA . g. ITEMS c,d,e, AND f OF THIS SUBSECTIONi MAY B£ OMITTED ON LOCA T/ONS WHERE THE AREA BEING HYD/:IOS££DED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RES/0£NTIA~ STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. [ i. ALL S££D MATERIALS SHALL B£ TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CERT/FICA T/ON TAG A TT) ACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MA'( BE ADDED TO THE HYDROSEED 2. TYP:\u:::c:T A::Ll::c:;::; :: TETH:F c::1T~:: 0 :AN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY B£ SUBST/TUTFp, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO TH£ SLOPE BY MECHANICALLJY PUNCHING NO LESS THAN 50% OF THE STRAW INTO TH£ SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSP ATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 5001/bs. PER ACRE. AREAS TO B£ HYDROS££D£D SHALL B£ PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING TH£ SURFACE TO B£ PLANTED BY; ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN l;i: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFIC/£NTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK Uf USING ITEMS a OR b ABOVE. I 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MO/STURC: TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. I b. THE ADDITION OF SOIL AMENDMENTS, P/-j ADJUSTMENT, LEACHING OR COVERING SALIN£ SOILS TO PROV/OED \ABLE CONDITIONS FOR GROWTH. HYDROS££D£D AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ PROJECT IS PERMAN£NTL Y LANDSCAPED OR, FOR; AREAS WHERE HYDROSEEDING IS TH£ PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPLETED ANO ALL BONDS RELEASED. I -L NDMARK CONSULTING Planning Engineering Surveying 9555 Genesee Avenue, Suite 200 San □Iago, CA 92121, (858) 587-8070 ... "AS B U I LT" &A---"\ RCE 46(53 £XP. 6-3Q-16 INSPECTOR --• .. DATE DATE 1----1-----+-------------+-----+------+----+----I SH2EET I CITY OF CARLSBAD I SH4EETS I :=:::::::='...==:::::EN:::G::::l:::NE:::E:::R:::IN:::::G:::::::::D:=EP:::A:::R:::::TM::::::E:::::N:::T==::::'....':===:::: GRADING PLANS FOR: LAGUNA BREEZE A ~ RP 14-10 APPROVED: / / 1 -fl I JASON ljlq!IE$T Y~.1 i ,. 1!Vvt ENGINEERING MANAGER, PE 63912 EXPIRES 9/30/16 /1\ REPLACES SHEET ORIG/NALLY SIGNED 5-12-12 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: #JM· I PROJECT NO. I DRAWING NO. ~~~ ~{~-----'--. CT 06-01 ~55-3,A I I I I I i • • • ~ ~ i! • • i C ff I I I I I REQUIRED /----EXIST. FACl \ -------------------------------;,-------------;,-----------------------.------==::C::::::::::::::_ _________ oF CUR_B __ _ -£X MH. EXIST. FAG£ OF CURB RIM=41.44 FL=33.69 EXIST. FAG£ OF CURB TREATMENT CONTROL BMP TABLE DESCRIPTION PERMEABLE CONCRETE PAYERS QUANTITY 2,645 S.F. L NDMARK CONSULTING Planning Engineering Surveying 9555 G1mesee Avenue, Suite 200 San Di1,go, CA 92121, (858) 587-8070 \',.OfESSt B 0 --1'--z. (!) fT\ ~ NO. 48153 !:;) XP. 6/30/16 /y\\., EXIST. R/W EXIST. FACE OF CURB EXIST. 30" RCP ~ PER DWG. 153-9 EX. 6" WATER PER DWG. 140-6 ---, 0 ___ <'!,__ __ LAGUNA DRIVE (EXIST.) PROP SWR LAT £ /ST. TR££ 1ir--TO B£ REMOVED 1 \ Jx MH. RIM=46.02 F; =38.22 45.40 TG 43.47 FL 46.5 FF 46.0 GFF 46.46 FS 5' SETBACK I 46.50 FS EXIST. 10" VCP S£W£R PER DWG. 141-7 45.9 HP -'-0.3' STEM I 46.0 FF I 45.5 GFF 0.2' STEM WALL r'ol--t'I 0) a •' -----==---------- EXIST. R/W NOTE: r-=-~~--=--=----_.S££ DWG 455-3 FOR IMPROVEMENTS TO LAGUNA DRIVE AND l,,,l MADISON STR££T. SEE SHEET 4 FOR DEMOLITION PLANS APN 203~'J'J0~4-J ,, I Jt-,---,--, 46. 00 TC WALL PROP. CORE, 45·5° FS 0.2' STEM 45.691 Ii I I I I I W/ WIRE MESH WALL 'FGI, 'A \ ,c~/ .5' DF --2.2' DF. 5' SEIBACK ~"' ' :,; '- 46.;3 /4.87 BW XIST. 46· 1 Q T ETAIN/NG WALL Q 44.4~\BW TO BE REMOVED ~~G \ (TYP.) 46.oo Tw, _43.90 BW \ 45.71 TW 45.70 aw E}/sT. RE . WALL TO BE REMOVED AND RffLACED BEGIN xfsT. RET. WALL TO E REMOVED EXIST. R/W ' EXIST. POWER POLE ,, 4,6.61 TW HP 45.03 BW EXIST. RET. WALL TO BE REMOVED AND REPLACED APN 203~-J-Jo~4o £Xl:fT. R£T. WALL TO BE-/REMOVED AND LACED'·~•·. ,. · 145.48 ic I ~rFS i ' ~"'---EXIST WALL~ --- - , TO 13c' ~Ef'L.4£.1:'D . 47.35 TC 46.85 ts SCALE: 1 "= 1 O' 10' 5' 0 10' 20' · ~I ~f-----1 __ 1 SCALE: 1"=10' "AS 8 U I LT" V'v-~ _, RCE 4,8!53 EXP. 6-30-1{, INSPECTOR JO' I DATE DATE f---+---+------------+---t-----t---i----1 I SH3EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ~G;:;R~A;:D;:IN;:;G;.'.P;:L~A;;N;:;S~FO;;R;::=========::::'...'.:====; 1 REPLACES SHEET ORIG/NALLY SIGNED 5-12-12 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LAGUNA BREEZE RP PROJECT NO. CT 06-01 14-10 DRAWING NO. 55-3 EXIST.> / ~ / / L NDMARK CONSULTING Planning Engineering Surveying 9555 Genesee Avenue, Suite 200 San Diego, CA 92121, {858) 587-8070 ~oFESS -:-~-}ft -~ ~~ NO. 48153 s:) P. 6/30/16 / y I\.-~ F CALI'< ~ EXIST. PP TO £ REMOVED AND UTILITIES PLACED\ ' I\ UNDER ROUNQ._ \ f\ EXIST. R/W 1 ~ ~ ~ EX. WM PLUG AT MAIN & ABANDON EX. LAGUNA DRIVE EXIST. LATERAL PLUG & ABANDON EXIST. CURB ~ EXIST. R/W EXIST. TR££ -FAWCUT EX. EXIST. AC £RM EXIS . ST. SIGN TO BE RELOCATED PVMT TO WBE REM~r:D TO BE IMOVED--......_~---_ W--i-----W--'rn------1vv--w---,,---w---,--~ ~ w-----w--rr----w-----w \ \ \ \ \ \ \ PJ.\R \ \ EXIST. TR££ TO 8£ REMOVED EXIST. FENCE l>, TO 8£ REMO D0 '~ I I I , I I EXIST. i---c-r--R,ETAINING WALL TO 8£ REMOVED (TYP.) EXIST. TREE TO 8£ REMOVED P /\ rJ ri.rl EXIST.---~ ONE-STORY BUILDING TO 8£ REMOVED (TYP.) ---EXIST. R/W ___ 1 ________ _ --- I I I I I I J EXIST. RET. WALL TO 8£ REMOVED AND REPLACED £ND w=__::::--_-_-_-- 1 I I I I EXIST. RET. WALL TO 8£ REMOVED AND REPLACED B GIN / I I ~---- L'-¾--r-_-___ -_-__ -r---,,--c=-=-----,.--~~~J'-..-- X. CONG. STAIRS TO 8£ R£ OVED EX. CONG. PVMT TO 8£ REMOVED 5' "'-SETBACK ·--~~-,, --------~/ST WALL \ TO REMAIN EXIST. RET. WALL TO 8£ REMOVED AND REPLACED £ND EXIST. ~ Lo-r J\Jjj.\p SCALE: 1 "= 1 O' "AS BUil T" RCF 4815"3 EXP. 6-30-/6 I DATE ~r, ltv DATE • ; • 1 I I I I I I I I I I i i i ij i • ,i i I I I I I I I I I I I ; ~ I ; r I I I I r I I ------------------------------ --_______________________________________________ J ----r------------------------------ , I I I I ------------~----£---------------------r____________r LAGUNA DRIVE ___________ r__________ _ l r r r _ \ l'. r:--N8979'59'W ,c ---------,:---------TL ----------r---- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SYMBOL LEGEND \ \ \ DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN"---__ TF ELEVATION, TOP OF WALL ___ TW ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRADE ___ FG ELEVATION, TOP OF GRATE ___ TG ELEVATION, HIGH POINT ___ HP ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ___ FL ELEVATION, FINISHED FLOO-,~ __ FF ELEVATION, TOP OF STRUCTURE_TOP ELEVATION, INVERT ELEVATION __ IE ELEVATION, EXISTING ___ (950.50) ELEVATION, PROPOSED ___ 950_50 DETAIL REFERENCE ~DETAIL LABEL \__[x;SHEET NO. 10 0 10 &:::11 F I Seo.le: l" = 10' \ \ \ \ \ \ \ \ X' \ \ 20 I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SCALE:, 1' = 10' \ \ \ I I I I I I I I I I I I NOT TO SCALE SUBTERRANEAN BUILDING \/ALL FILTER MATERIAL: 3/4' MAX , RUSHED AGGREGATE \/RAPPED _, L \/ITH FILTER CLOTH (MIRAFI 500X) L___ ___ ,=~ 16' DIA PERF, PIPE SECTION "T" -"T" ULL LENGTH \/RAPPED \/ITH FILTER CLOTH (MIRAFI 500X) RETAINING WALL DRAIN DETAIL ND SCALE 5' THICK CONCRETE ARAGE FLOOR 2' SAND -. ·. ·. -.••. _ .... -_ ; :-·I>..-,-· .. -_ -· ! ... ,_. ' . . ·-... · FILTER CLOTH (MIRAFI 500X) 1--------12' CTYPr----1 4' DIA PERF. PIPE 10' THICK FILTER MATERIAL: L---FULL LENGTH \/RAPPED \/ITH FILTER CLOTH CMIRAFI 500X) 3/ 4' MAX. CRUSHED AGGREGATE SECTION "LJ" -"U" FOUNDATION DRAIN DETAIL ND SCALE 11 AS BUIL T 11 P.E. __ _ EXP. __ _ DATE INSPECTOR I SHE5ET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT ,--L::_,_,---,----------------r--r---,--,---t GRADING PLANS FOR: l----+--+--------------jf---t--t-----t-------1 LAGUNA BREEZE CONDOMINIUMS 735 LAGUNA DRIVE CJ) 0 ~ 0 " ,, CIVIL ENGINEERING * LAND PLANNING BENCH MARK APPROVED: DAVID A AU E .rfdo<; ~ ~b,1111pterra Engineering Inc. DEscRrPTr □N, couNTY oF sAN DIEGO BENCH MARK oc155 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 10 A ~ ~• AND USC&GS AND NO5-NGS BENCH MARK ~ ~ 1843 Campesino Place LOCATION: STAMPED OC-155 STANDARD DISC 1 DWN BY: ~ PROJECT NO. DRAWING NO. - GARAGE DRAINAGE PLAN ~ Oceanside, CA 92054 DATE INITIAL CHKD BY: CT 06 01 455 3A f-~ ~~ Tele: (760) 439-2802 RECORDED: -'-'-'-'-"----"-----'----'------------=---=cc-:--:-:-::-c---REVISION DESCRIPTION RVWD BY: , --------~ -SJ l..:::==~=::..:Fa:x~: ~(=76:0~) ~4:39:-~2:8:66~---------------------------------------------------~E~L~E:v:AT~I~ON:,~2:'o~,0=4"-=--=--=--=-=-=-=-=-=-=-===D~A~T~U=M:::'.'.M~.S~,L:, ==.lE:NG:IN:EE~R~O:F ~WO~R:JKL __ :.:,~..:..:.:.:.::...~:.._ ___ .L::.oTH:E:R.:A:PP;RO~V:AL.L.::Cl~TY~A:P::PR:OV:A:L .L;~~~~~~~-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;.:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:J o__