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HomeMy WebLinkAboutDWG 483-1A; CT 12-03; 201 WALNUT TOWNHOMES; 01-09GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. 1HIS PLAN SUPERSEDES ALL 01HER PLANS PREVIOUSLY APPROVED BY 1HE CITY OF CARLSBAD REGARDING GRADING SHOWN ON 1HIS 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 01HER ADDITIONAL DOCUMENTS LISTED HEREON AS 1HEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE 1HE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR 1HE 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 1HE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING 1HE CITY OF CARLSBAD AS AN ADDITIONAL INSUREO 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 VII OR BETTER AS ESTABLISHED BY 'BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM 1HE 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 1HE 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 1HE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. 1HE 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, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR Wl1HIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/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 1HE • EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PR(CO('LSTRUC11QN Mf£11NG SHALL BE HE/ D A I TH£ Sl1F PRIOR TO THE BFGINN/NG OF WORK AND SHAii B[ A TTENDFD BY All RFPRE:SFNTA llYES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASF'ECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING OAYS 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 1HE MEETING. 15. All /NSffCllQN REQUESTS OTHER THAN [OR PR(CQNSTRI/CT10N MITT/NG l'dll B[ MAD£ BY CAI /ING TH£ fNG/NfFRING 24 HOUR INSf'fCVON REQUFST I /NF AT (760) 438 3891. INSP(CTION 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 OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL 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 [ROM TH[ SHORING SYSTFM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A R[GISTERm ENG/NITR 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 PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY 1HE 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 OPERA T/ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT 1HE ENGINEERING 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. i 22. IMPORT MATERIAL SHALL BE OBTAINED F: OM, AND WASTE MATER/AL SHALL BE DEPOSITED AT, A SITE APPROVED BY, E CITY ENGINEER. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE . IS OR M E OCCURRING ALONG HAUL ROUTES OR ADJACENT STREETS AS RESULT F THE GRAO/NG OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WI N 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. 1HESE 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 /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR 1HIS PROJECT, DRAWING NO. 440-5L, AND/OR AS DIRECTED BY 1HE 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 TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING 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 1HAT 1HE ACTUAL LOCATIONS ARE IN CONFLICT WITH 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 SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUN/CATION$ CITY OF CARLSBAD (STREEST & STORM DRAIN) *CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) *SAN DIEGUITO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SAN/TA TION DISTRICT *AS APPROPRIATE JJ. PERMIT COMPLIANCE REQUIREMENTS: 800 422-4133 800 660-7343 800 892-0123 760 438-7741 760 806-9809 760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 744-0460 760 753-6466 760)726-1340 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 /15.16.120.8} 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 {15.16.120.9&10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BU/LT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO 1HE 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 1HE 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 GEOTECHNICAL INVEST/GA TION, PROPOSED CONDOMINIUM DEVELOPMENT, 3335-45 LINCOLN STREET, CARLSBAD, CALIFORNIA," DA TED JULY 26 2007, AND UPDATE REPORT, "GEO TECHNICAL UPDATE, PROPOSED TOWNHOMES, 201 WALNUT A VENUE, CARLSBAD, CALIFORNIA," DA TED NOVEMBER JO, 2012 PERFORMED BY HETHERINGTON ENGINEERING INC. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE Wl1H THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE 1HA T I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER 1HE 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. FIRM: PASCO LARET SUITER & ASSOC/A TES ADDRESS: 535 N. HIGWAY 101 SUITE A CITY, STA TE: SOLANA BEACH CA TELEPHONr,, (858~,1,:p•V9:__-.=82::.;1;;:.2 ________ _ BY: __ -p.._) , ,,.,,-:y DATE: _1:.~ -1~ v'l-orEss104l (BRIAN ARDOLINO) :z_---~-£:~+\C~AEL 4,9!< ~ R.C.E. NO.: 71651 '"'~ '?-"' El,__, r ~ REGISTRATION EXP/RATION DA TE:_1:..::2,_/.::.31"-/-"15=---------t.'J fa No. 71651 5 i:H ~ Exp. 12/3l/15 :o ~ * SOILS ENGINEER'S CERTIFICATE ~~ CIVl\. ~fJ I, /'-1' wr·k' 1). /-/4~,{ t!i--/?9/4-, , A REGISTERED CIVIL OF CA\.i.~ ENGINEER OF THE STA TE OF CAL'i5(JRNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION BIO RETENTION BIO RETENTION BASIN SUSMP PROJECT PRIORITY OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY PRIVATE BMP MAINTENANCE 6 MONTHLY, OR AGREEMENT AFTER MAJOR MEDIUM LEGAL DESCRIPTION PARCEL 1: RAINFALL A PORTION OF THUM LANDS, TRACT 216, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 16B1, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915. TOGETHER WITH THOSE PORTIONS OF WALNUT AVENUE AND LINCOLN STREET VACATED BY RESOLUTION NO. 96-59, A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, A CERTIFIED COPY RECORDED APRIL 2. 1996 AS FILE NO. 1996-0163578 OF OFFICIAL RECORDS, ALL AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 18, 2007 AS FILE NO. 2007-0261639 OF OFFICIAL RECORDS PARCEL 2: A PORTION OF THUM LANDS, TRACT 216. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. DECEMBER 9, 1915, AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 1B, 2007, AS FILE NO. 2007-0261640 OF OFFICIAL RECORDS PARCEL 3: A PORTION OF THUM LANDS, TRACT 216, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 16B1, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915. TOGETHER WITH THOSE PORTIONS OF WALNUT AVENUE AND LINCOLN STREET VACA TED BY RESOLUTION NO. 96-59, A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAO, A CERTIFIED COPY RECORDED APRIL 2, 1996 AS FILE NO. 1996-0163578 OF OFFICIAL RECORDS. ALL AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL JB, 2007 AS FILE NO. 2007-0261641 OF OFFICIAL RECORDS NOT TO --i,!jj.}-SCALE VICINITY MAP EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT t:'I.AC. >TE'.&l7 . PHONE: .1~0· 91'1· zz~z 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 11MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA 110NS TO FACIUTA TE RAPID CONSTRUC110N OF TEMPORARY DEv1CES 1'11-/EN RAIN 15 EMINENT. J. DEv1CES SHOVtll ON PLANS SHALL NOT BE MOVED OR MODIFIED mTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEv1CES TO WORKING ORDER TO THE SA 115FAC110N OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADD/110NAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 110NS OR UNFORESEEN CIRCUMSTANCES 1'11-1/CH MAY ARISE. EROSION CONTROL NOTES CONTINUED D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA110N OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROmNG AREA 6: 1 OR FLATTER THAT ARE SUFFIC/ENTl Y FRIABLE c. RIPPING AREAS THAT mLL NOT BREAK UP USING ITEMS a OR b ABOVE 2. CON0/110NING THE SOILS SO THAT IT IS SUITABLE FOR PLAN11NG BY: a. ADJUS11NG THE SURFACE SOIL MOISTURE TO PROv1DE A DAMP BUT NOT SATURATED SEED BED b. THE ADD/110N OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING COVERING SALINE SOILS TO PR0"1DED "1ABLE COND/110NS FOR GROWTH. GRADING PLAN (S) 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-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 1HIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. 1HE 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 STANDARDS J. THIS SET OF PLANS 4. CITY OF CARLSBAD RESOLUTION NO. PC 6978-6980 DA TED JUNE 5 2013 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY HETHERINGTON ENGINEERING INC. DA TED JULY 26, 2007 & UPDATE REPORT DATED NOV JO, 2012 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 DATED NIA.__ __ _ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED ..,N,_,/.-"A.__ ____ _ 10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TIER 2 PREPARED BY PASCO LARET SUITER & ASSOCIATES DA TED JULY 28, 2014 WDID NO. N/A SW 14-185 11. STORM WATER MANAGEMENT PLAN PREPARED BY PASCO LARET SUITER & ASSOCIATES DA TED ......J!J.IJL2..._2Q14 SIIMP 14-08 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION SUBDIVISION MAP BOUNDARY EASEMENT LINE EXIST. CONTOURS EXIST. EDGE OF PAVEMENT EXISTING STORM DRAIN EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING FENCE EXISTING STREET LIGHT EXISTING POWER POLE EXISTING FIRE HYDRANT UNIT NUMBER CENTERLINE LEGEND * DWG.NO. SYMBOL -------- .-~·-s--~s-~ --Vi----"!-- I LOT4 QUANTITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU110NS TO PREVENT PUBUC TRESPASS ONTO AREAS 1'11-/ERE IMPOUNDED WATERS CREA TE A HAZARDOUS COND/110N. 7. ALL EROSION CONTROL MEASURES PROv1DED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROv1DE A v1GOROUS GROWTH UN11L THE PROJECT IS PERMANENTl Y LANDSCAPED OR, FOR AREAS 1'11-/ERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UN11L THE PROJECT IS COMPLETED AND ALL BONDS RELEASED SLOPE GRADING PER AOJACENT PROJECTS y y y 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOP£ AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTEC11VE DEv1CES SHOVtll SHALL BE IN PLACE AT THE END OF EACH WORKING DAY 1'11-/EN TH£ FIVE(5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (4D%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE mm J/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERM/NA 110N OF HYDROSEEDED SLOPES FAIL TO PR0"1DE EFFEC11VE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABIUZED BY PUNCH STRAW INSTALLED IN ACCORDANCE mm SEC110N J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA 110N, STA TE OF CAUFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLAN11NG ANO /RR/GA nON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SEC110N 212 OF THE STANDARD SPECIF/CA 110NS AND THE FOLLOmNG: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VER11CAL) OR STEEPER 1'11-/EN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OF MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: I 1'11-/EN ANY OF THE FOLLOmNG CONDl110NS EXIST: a.NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUC110N OR GENERAL LANDSCAPING) mTHIN 60 DAYS OF ROUGH GRADING. b. IDEN11FIED BY THE PARKS AND RECREA 110N DIRECTOR AS HIGHLY "1SIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL COND/110N IDEN11FIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE mm THE FOLLOmNG CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENDONAL SYSTEM OF LOW PRECIPITA 110N SPRINKLER HEADS PR0"1D/NG 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENT10NAL SYSTEM OF LOW PRECIPITA 110N SPRINKLER HEADS PR0"1DING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PR0"1DE /RR/GA RON TO THE CITY ENGINEER THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. /RR/GA 1100N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OP11MUM SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAPHIC METHODS FROM INFORMATION GATHERED ON MARCH 22, 2007 FROM TOW/LL SURVEYING & FIELD ME1HODS OBTAINED BY PASCO LARET SUITER & ASSOC/A TES DA TED FEBRUARY 17, 2012 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 204-131-01, 02, & OJ THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N__;JJilJ E 1659 BENCH MARK DESCRIPTION: STANDARD BRASS DISC STAMPED ·oc 155 1968" LOCA 110N: TOP OF A CONCRETE RAILROAD SIGNAL BASE AT 11/E llfSTERL Y CORNER 0.55 /,//. N0/1111 ALONG CARLSBAD BLWJ. FROM 11/T. WI CARLSBAD vlLLAGE DRIVE ELEVATION: 20 044 DA TUM: NAVO 29 REFERENCED DRAWINGS: MAP 1681 PROPOSED RETAINING WALL PER DETAILS SHEETS 7 & 8 PROPOSED FENCE HATCH REPRESENTS BIORETENTION BMP AREA NOT TO BE MODIFIED WITHOUT 1HE PERMSSION OF THE CITY HATCH REPRESENTS PERVIOUS PAVERS HATCH REPRESENTS PCC PAVING PROP. CONTOURS FLOWLINE/ DRAINAGE DIRECTION 4" PVC PIPE FOR DRAINAGE CONVEYANCE PERFORATED 4 • P VG PIPE FOR 100 YR PEAK STORM MIT/GA TION 4" PVC CONNECTOR PIPE SIDEWALK UNDER DRAIN D-27 PROPOSED POWER POLE PER DWG. 483--1 2" WA rER SERVICE PER owe. 483--1 W-4 4" SE.WE.R LA 1£FiAL PER OWG. 483-.f S-7 PHOPOSED STIIEEr UGI-IT SUF/SU PER DWC. 483-1 >E-:1, >E,-2 ORIVEWA Y APPHOAC/-1 PER DWG. 483-1 SIDEWALK PER DWG. 483-1 CONG. CUFiB & GUT/ER PER DWG. 483-! * CITY OF CARLSBAD STD. UNLESS OTHERWISE NOTED SDRSD G-14- SDRSD G-·7 SDf<SV G-2 CARLSBAD DWG. NO. 401-2 CARLSBAD DWG. NO. 245-4 CARLSBAD D WG. NO. 118-9 SHEET INDEX EARTHWORK QUANTITIES SHEET NO. 1 TITLE TITLE SHEET "AS BUILT" 890 SF 640 LF 1,370 SF 5,160 SF 6,500 SF 170 LF 190 LF 90 LF 6 SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY 0/RECTION BETWEEN THE DA TES OF /Vav ZOl'.e. ~\>_OfESSiO,t LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. ~~Q_\\l:THE-9z<% HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOmNG: 2 CUT: -~2~1=0=0 ___ CY J INDEX MAP & SECTIONS DEMOLITION PLAN GRADING PLAN Q00 COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. _,.A'."~~ SIGNED:_/~ G.E./P.E. NO.: 397 / Jo-'188 • DATE: c-t'a v 4 2 o/S:-.I LICENSE EXP/RATION DA TE: ~,,!E,/26 ~ 'f €,.~ SEED MIX SHALL CONSIST OF NO LESS THAN: /i :. No.397 g \;; a. 20 lbs. PER ACRE Of ROSE CLOVER Exp. Date:l/JI /,:1; b. 20 lbs. PER ACRE OF ZORRO FESCUE * c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA t;!<>,_ i;:,~ d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA ~_;;,:'lfe\\1'~~~ e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) '° OF CAl~w;,, l 1/2 lb. PER ACRE OF D/MORPHOLECA g. ITEMS c,d,e and f OF THIS SUBSECTION MAY BE OMITTED ON LOCA RONS 1'11-/ERE THE AREA BEING HYDROSEEDED IS NOT v1SIBLE FROM EITHER A PUBLIC STREET OR RES/DEN11AL STRUCTURES. h. ITEM a OF THIS SUBSEC110N MUST BE INOCULATED mTH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG OR BROADCAST1NG BEFORE HYDROSEEDING. FILL: 100 CY EXPORT: 2 ooo• REMEDIAL: 1,300 CY CY *UNCOMPACTED VOLUME 4 5 6 7 8 9 GRADING PLAN BMP AREA DETAILS RETAINING WALL NOTES RET. WALL DETAILS RET. WALL PROFILES RCE" 71/i,51 INSPECTOR DATE '-1[7/1#1 DATE 1-----1--+------------+--...J...--l---l---ll SH1EET I CITY OF CARLSBAD I SHgEETS I ;:==:=:...':::==:::E::NG:::l:::N:::EE::R:::IN:::G:::::::D:::E:::PA:::R:::T::::M:::E:::NT::::==='...'::::::::::~ 1----l----l-----------------ll-------l-----l----l--------l GRADING PLANS FOR: .. a " s &: w < ·• " ~ . . -5 .e --(I) : :f .,._L,J~l ~ I. All SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS mm THE CAUFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER11FICA110N TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. a. 20 lbs. PER ACRE Of ROSE CLOVER LI.I I-Oil "' 201 WALNUT TOWNHOMES !:~~~ ---□<f.l~, ... UJ·< ~ 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 AN~VISE OF THE COMPACTION AND STABILITY OF THIS SITE. ~ ' 'I'..,____ aL3 !is NAME DATE j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRE110N OF THE CONTRACTOR 2. TYPE I MULCH APPUED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBST1TUTED, ALL OR PART. FOR HYDRAUUCALLY APPUED 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 J. FER11UZER CONSIS11NG OF AMMONIUM PHOSPHATE SULFATE 16 -20-0 'MTH 15 % SULPHUR APPLIED AT THE RA TE OF 500 lbs PER ACRE. CDP 12-17 /PUD 12-06 (TI1LE SHEET) en~ e ;:i .... --VJot> APPROVED . 0 -11 () 1JA,e.ON S. GELDERT 1,1,,1 oil § ~ ----"7'"';16"'""-'--LAc...~ , 7, z '1 · Is 5! ~ ~ ~=;;:;;th;..')l;;:,':.t~".;_--.:_-::-r~,;:_1i~~~--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_--.:_~1:_~~-:,--.:_-i--.:_-:,-:,--.:_-=i~-:_~-:_--.:_t-:,-:,-:_~--1 ~E~NG~IN~EBE~Rl==~M~ANiA=G~ERtr=P=E =6=39~1i2~EiXP'.e1R:;;E7s~9~30=176 fN~DillA~TE~Til , ::!u ~-: ~-· r ·1..'r/-·(7 1 D : PROJECT NO. I DRAWING NO. ,_ c:: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER oF woRK REVISION DESCRIPTION ciTY APPRovAL ~~~g ~~; <.. CT 12-03 483-lA rn ~ ~ OnlER APPROVAL ,!I( ., w ..._ _________________________________________________________________________ !;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;:;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;:;;;;;;;;;;;;;;;!,Ja.;~-& Sat, Apr 4, 2015 N:\Active Jobs\1939 TANGS0C\0RAWING\1939 G.pro PE 1939 • ti i ... (ii 0 JJ :i:, ~ 2 GJ 2 C :;: OJ m JJ 0 JJ ~ 2 GJ z C s OJ m JJ 0 JJ ~ 2 GJ 2 C s to m I) 0 lJ ~ 2 0 .I)> GJ 2 ... co u, WC ~s > tD m I) r--------- 1 SHEE 4 i I I I I I I I I l ( 01ALNUT AV ,,---,r--/--:'-- ' ' \ I I I i----1-_ 11 --t-.,r---,r----,-,-~------- I I I 1/-;---I r--l--, ---i i )' .. ·; ,-J t-, I · I I , ___ IL_,, I ·r-,,-·; /' ' ----✓1--)('-/ !;) I r--, I ~ - -,--- I I I I I G1 )> 7J 71 m r CJ : ----1 I ~ )> SHEETS~ GRAPHIC SCALE _] 30 60 /---r-~ , r -·1 ~~-,,------~-- ! !--) i---, [--I , _ _!, J '' ' 1 "~30' ' 90 r z 0 a r z lf\ ~ L--------------- GRADING PLAN -KEYMAP HALNUTAVE Ro R SU3DIVISION~..._, W CENTEF/Lll/E -, f OW 80/NJARY .-----"'30<--' ___ ,.;· ,__.. __ '!140t_' ____ ~I :,,.,,,,J--11:.___, ... ::"" 20 ~'-t-' ~;-: -,,,-)"-~2{)---,-, I ~.ook INSTALL SIDEWALK PER G-7 INSTALL 6" Cl.ll8 & POROUS GUTTER PER DETAIL THIS SI-ITT 4" AC OVER 6" CLASS II AB (/,fINIMf.l-0 FINAL STRIJC/llRAL SECTION TO BE DETERMINED BY R-VALL£ TEST, (SEE STRUCTURAL NOTES, S/£ET J) ~,;:--" '.'' Cl.ll8 & GUTTER i \_ EXIST 4" AC OVER 6" SAll!.1/T \_ CLASS II AB (l,fINII/IJI) GRINO & OVERLAY TO CENTEFl.lllE AS NECESSARY PER CITY OOINEER TYPICAL SECITON: WALNUT A VE PER DWG. 483-1 SCALE: 1 "=20 ' RO CENrERLIIE--,_ f R 0 I W 40' , 30' 1 W I V SU81JIVISION s:;-,.__ I 20' ---r-i;O' 112~· JO' ~~y ·-,~ ►-J ri,\/ p,~;I;~~ ~-:2%•; ,,;, "sl' --,7":'.""'"'."~~F\"~•;;.-::~ am & GUfTER / sAwcur INS"L'L sz= EXIST 4" AC OVER 6" -'" =WALK SCALE: 1 "=30' Ro f Ro • W CENTEFI.INE--..._ 60, , W t::'ii:12,C:·==~==-:i1ia'::' ==~t~=--,-1ac:,-__ ---i" ---_ --1, -c_ ~-.;,;.,, SU3DIVISION r B(J{N)ARY 'ff __ GARFIELD ST , -,-,A .... ,., ?,",, , J-Y"'''J'," _!_!' ':" - EXISTING G-2 - Cl.ll8 & GUTTER EXIST 4" AC OVER 6" CLASS II AB GRJNJ & OVERLAY TO CENfEPllllE AS NECESSARY SAHCUT--,,'I ' ' ,_,.., <fl;,- ---INSTALL SIDEWALK PER 6-7 --INSTALL 6" Cl.ll8 & PalOUS GUTfER PER DETAIL THIS S/ffT 4" AC OVER 6" CLASS II AB (MINIMUM) FINAL STRUCTURAL SECTICW TO BE DETER/.II/fl/ BY R--VALLE TEST, (SEE smucTURAL NOTES, SlffT 1) TYPICAL SECITON: GARFIELD ST PER DWG. 483-1 j I , SU81JIVISICW--,__ I EXISTING RESIDENCE BOlWARY ) SCALE: 1 "=20' --5_9" /EIGHT REfAINING HALL § SECTION MAX fEIGHT 8' 6" PER DETAIL !:' ON SlffT 7 PER G-7 CLASS II AB (l,fINMJ,I) INSTALL 6" Cl.ll8 & PmOUS GUTfER ;,r,:,,,ni'.\/<'·•""··''\,,.,·-c1 r ,,,,l'f/?Vq.Jf mrw GRIMJ & OVEPlAY PER OEf AIL THIS 5/fET TO CENTERLINE AS /ECESSARY PER -4" AC OVER 6" QASS II AB (MINIJ,U,/J FINAL STFIJC/llRAL CITY OOINEER SECTION ro BE OETEPJ.fI/flJ BY fl-VAL/£ TEST, (SEE STFIJCM/AL NOTES, 5/fET 1) TYPICAL SECITON: LINCOLN ST PER DWG. 483-1 SCALE: 1 "=20 ' ,, . , '·'" ,-,_, ""':--,, ,l ;: ·l;~]-!-~.~(t/f t" ;}}i !1 t.·r CROSS SECTION I SCALE: 1"= 10' i I I I I I I I I CENTERLIIE~ SUBDIVISI0/1--~ BOUI/DARY GARFIELD ST. 30' !""·--~------ I 18' 12' 11_9' '\ 11'/IT 7 PCC _; r. DRIVEHA Y ") I , - - --i-Gl'=all,ll--;o' 1% 11'/IT 6 PCC DRIVEWAY FS 57-5 I -,1!.·-:.-·:\?f I GRI/lJ & O\.BlLA Y TO CENTEFLM AS NECESSARY PER I CITY ENGINEER it~:~,\:,~c!:~v~~:~;;i:t~)iJt:J: ¾;J;;m;_1•m i .;r~'j'_{{'. ' '1 cUss' 'iPAB'" .-,, _ _,.,,' " , - I I I I CENTERLIIIE ~ SAHCUT SUBDIVISICW~ BWIJARY HALNUT AVE 30' ! . GARAGE_ 11'/IT 5 FU: DRIVEWAY ES_fffi;f SOLID LINE REPRESENTS PRfRJSEO FINISfEO GRAD£ EXISTING CCWITIONS CENTE/lINE \ I LINCOLN ST. ~ stl3/JIVISION \ BOO/lJARY 1 [ DAS/ED LIN:: REPRESENTS !-PERVIOUS PA VERS 30 · PCG BA/lJ -PERVIOOS PAYERS 1--: ~--"'L-----1 --3% -3 FS 54.7 GATE- --5% ' 4% -----5:f- CROSS SECTION A SCALE: 1 "=20' 10:..-~20-· ~ FS 51.7 9.3' SAWCUT- SU81JIVISION~ BCJUllJARY I I GRilll & OVERLAY TO CENTEPLM AS /ECESSARY PER CITY ENGINEER f i r UNIT I r , UNIT II FF=56,0 GRADING PLAN (S) BIORETENTION 8W AREA FG 50,6 TG 5JA LINCOLN ST CROSS SECTION G SCALE: 1 "=1.0' LINCOLN ST TG 52.0 ------- CENTERLIIE -1 GENTERLil'E _ _,,,J I I I I I I • UNIT 3 I FENCE --SOLID LIIE REPRESENTS 2fJ' --' I JO' I GRilll & OVERLlii' ~-'_'_:'_,r:_:_:.·_(_. __ ,: ___ -_•,_r_,_-_--_-_-_. I TO CENTERLPE •cc'i', '. -,,_ --1 -. AS /\ECESSARY PER ,, 1'-,f1,1,.},_' m.1,,,-;,<,,,:,; CITY ENOI/'ffJI , I SAWCUT- 4" AG OVER 6"- 1 CLASS II AB I I I I I I I I I I -__, CENTERLINE 7 I GRIIIJ & OvcfllAY -' TO CENTEFLINE AS NECESSARY PER CITY ENGINEER SAHCUT SUBOIVISION~ BOUNDARY ,= I HALNUT AVE I 30' 20' 10·'1 11.2' 4" AG OVER 6" QASS II AB 8/JXETENTION 8W PART OF 8W 2 RETAININO HALL MAX /EIGHT 7' 6" PER DETAIL 'A' ON SlffT 7 ,r UNIT 2 FG 56.0 DAS/£0 LINE REPRESENTS- EXISTING CINJITIONS I' GARAGE: I PGG BAil/· GF:55.d RETAINING HALL MAX /EIGHT 7' 6" PER DETAIL 'A' CW SI-ITT 7 IE 50.6 [LD I ,:i·~lf:~~ :'~~--::~=-<"'- -4" PVC 8W COIIECTfR (cr»ECT THO OR IKR' 8WS OF 11-E SA/£ ELEVATION TO FUNCTION AS 0/£ BIP) PRrPOSED FINIS/£JJ GRADE OASl'EIJ LlllE REPRESENTS- PCC BAlll PERVIOUS PA VERS EXISTINO -=::VERS -~ ------------pee-1/ANtJ __ FS 55.J _ _ -pre-/JAW--FS 55 5 F£RVIOUS PA VERS 2.5% J% j_ PCC BAMJ CROSS SECTION B SOLID LM REPRESENTS PRrPOSED FINISl-flJ GRAGE : UNIT 10 1 -PERVIOUS PA:1ill) SCALE: 1 "=20 ' UNIT fl UNIT 12 UNIT /3 CROSS SECTION C SCALE: 1 "=20 ' RETAINING WALL MAX 1£IGI/T 7' 6" PER OETAIL 'A' ON S/£ET 7 FS 52.4 IE 50,6 FS 52.1 CROSS SECTION E SCALE: 1"=10' FS 54.5 UNIT 14 I I I SCALE: 1"=10' L 54.0 3" PVC SO BICi£TENTION 8/.P AREA FG 52.6 UNIT I CROSS SECTION D 4.5' RETAJJ/ING WALL ~ SECTION MAX HEIGHT 7' 6" PER OETAIL 'C' ON SHEET 7 4" PVC 8W COIIECTOR (CONIECT THO OR IKR' 8WS OF Tl£ SAi£ aEVATION TO FIJICTION AS 0/£ BIP) FS 523 FS 52.2 BIORETENrION BMP PART OF 8MP 1 SCALE: 1"=10' RETAINING WALL MAX /EIGHT 7' 6" PER OETAIL 'C' ON S/£ET 7 FS 57.5 4" PVC 8MP ClN\ECTOR BIORETENTION 8W PART OF 8MP 6 DEEP-ROOTED DROUGHT TOLERANT PLANTS FOR WELL -DRAINED SOILS OR CITY APPROVED EQUIV. ,;?'; ~ ;f"i-~71...,.. }':··:~·' '1_~_:.·1 BIOREIENTION RISER OVERFLOW INLET TG -JO" ABOVE GRADE 2" HARDWOOD MULCH COVER OR CITY APPROVEO EQUIVALENT \ / \ I I ' '-I \ \ / / \ , i \ ', I I I I, ' ' ' ' ,' I I ,' \ ,.,y \\V <f \: FS 57.1 I CROSS SECTION F !,,--SUBOIVISION f' BOUNDARY 4" PVC PIPE FOR SIDEWALK UNDERORAIN FOR OVERFLOW SYSTEM SCALE: 1"=10' ENGINEER OF WORK RRM: PASCO LARET SU/1FR & ASSOC/A TES ADDRESS: 535 N, HWY. 101 CITY, ST.: SOLANA BEACH, CA 92075 TELEPH~~ _(f5.H59-8212 BY: -t?.) ~ (_l...._Q (BRIAN ARDOLINO) R.CE N0.:~7u1.,,_6""51'------------- REGISTRATION EXP/RATION DA TE: __,_1~2,._,/J"'l,_l,;.15,__ __ _ DA TE: --'-1--'· 1,_· l'--'C, __ SCALE: 1 "=2 ' C'\(A)✓~U,LT" \J ~~ 'J·l7•f7 EXP.!Z·'3i,\"7 REVIEWEpBY: /-L-dt,i '~ INSPECTOR DATE __j_[l1_/ 11 ~ i------1------t-------------J--l---l---+-----ll SH2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT l_lL_j ~~=====================I__':===:; GRADING PLANS FOR: 201 WALNUT TOWNHOMES TYPICAL SECTION: PA VBRS DETAIL PE 1939 ' ' I I I i I I ,, j;, ~ 8 ' ' I\) 0 ... (0 D JJ ~ 2 (j) z C 5 [!] m JJ D "Jj ~ z Ci1 2 C 5 OJ m "Jj 0 ~ ~ 2 (j) z C 5 OJ m "Jj D JJ )::, C, ~' ::e -Cl Z .i:,. (j) co 2 f:,l C .... .$ )> [!] m JJ 7 J . . ');. ! (/ ·; I ,,• I : ,\ I. , . --✓ ,_••1 V \-\ ·--.it ) \ ;, . . l /i ' ! ; I,_' i ;. l ' ' L I ) ' l ) ' ' ' I i ' ' I, m r i, 0~ )> < 1m ----------1) '' / ' ' i L~<~Yl ---,,-~,-. L;~ __ J L_ J / ,/,-----·, ,/ , ___ ) GRAPHIC SCALE -----0 10 ' . i ! i ' ' ! ' ',-I j I ! i i I ! I I I r ! } i j i / . I ' I I I I 1"-10' I ' ' 20 30 I I I / / / / I I I I / / I I / / I I / •, DEMOLffiON PLAN SCALE: 1 "-1 D' I (-/ "\,."-\ ( /" ' I I \ I I . I ' \ ' \ I \I I\ ' I , I I I \ \ I \ ! 1 1 All·.) EXISTlNJ STfEEt. 1 , 1 TO BE fEMOVEO ·. i RELOCATED Pal O G 483~1 I ; ; ' :.Y.< ' t ,7y,'1: I ' DEMOLITION PLAN(S) 0 rn ill I I ' r, z 0, C) r z \ ' \' " I ' ' ' l l ' ' r I I ' ' ' ' ,' 0 I I I I /' \--, , I ' ·, ·} ,)'" I " S BU IL T" 62fla RCE.]11,,_'!1_ EXP. ll·11·!7 i ,_ i DATE ·~ m z z JJ m !/ ,· i ,. I I I I I I I I I ~() J> ... LJ 0 0 I u JJ "' -rilo J> -..: (l [ I ,&i ~c ~ ':! '11 ,, i:P~ a W 2 I ;';I \i • "' t, (jJ oi~z ~ z~ 2 = !: < :; ~ :r: C i;j !"\:l $ I, Ji OJ z m z JJ ·1 11, u ii ~· ~ I J-• , I " • I I I I I I I I I ) I ~ s ~ " I '" 'fl u t p ·gr ;e CJ • -u • ' ' 0 , JJ l> ' Cl ~ ' :e • w C) 2 0 ,i:,. (jJ ~ ... 011 2 I U) w C 0 ' $ -u ... e· s :P OJ z m z JJ rn "I J> I ! ' --l--- .. L. >< I r 11 11, Ii( o/ SEWER MAIHJI..E - RjM EL 57.47 I REMOVE EXISTING R26 "/lJ PARKING ANY TIME SIGNS" FS 67.40 i i FS !Jl.42 I i r SrfiC:"T ..!Y(-\ti(JVE,\1!-';NT,~; • !-tn nrn. -'i-9':f--.l BMP TABLE DESCRIPTION (BIORETENTION BMP 2 -BIORETENTION BMP 3 -BIORETENTION BMP 4 -BIORETENTION BMP 5 -BIO RETENTION BMP 6 -BIORETENTION ~ h-EXISTING B"VCP EX SEIIER MA/liOL __ E-\ \ SEM'R MAIN PfR ,1 RIii EL 57,17,s ,-,DWI} 118-9, SHT 17_· _ I ~ C '-._;· ( _) ___ --_,_, _----~--,L_--_-___ -_, _~_:J_-_--- ~ SCALE: 1 "= 1 Q' BASINS) AREA (SF) 512 74 NOTES: 54 BF =SEWER BACKFLOW VALVE REQUIRED 109 405 UCNBi Mhk!Oi.E FUN EL. -~1,{.5 PCP OiJG. ~83-J _____ · -··-_s_------1-'----© av No. 71651 p. 12/31/ l I I / I ,_ / _,_ . .:·. _,, "/ _,,\ / / // / ' I ! } y I / ! I fi I/ /i / 0 '~ SIGHT LIIIE / UJ (j') l-----l-----l--------------1---t-,-,~ GRADING PLAN (S) ~EX 6" WATER MAIN I SH4ET I i! " " i: ' ( I ·-v. ' i l i L .. 20' BUILT" 1',1.1•17 DATE DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: 201 WALNUT TOWNHOMES , I I l i' ii !I ! t l I I ' ! I I I I I 11 1: I I I ' ' ' .I>, 0 ... u, u ' ,, 0 ~ Cl .I>, CCI 1,1 ' ... J> 0 :J:J ~ -2 G) 2 C s OJ m :J:J 0 :J:J ~ 2 G) 2 C s OJ m lJ 0 I 2 Ci) z C s OJ m lJ 0 :J:J ):, ~ z Ci) 2 C s OJ m ll ' . ' ··); i! I ' I ,I . i' GRAPHIC SCALE --L --0 10 20 FS 57.40 ' FS 57.42 ! : ,,--",1 ! ,-. rn r C) . -✓-> 1:,-/ r-EX WATf:'!1 MAIN . , • I • I I '• 'I I i , I ,.,_ -·--· -l • ,,;.J I , ' 'Ji I "•10' 30 )> < rn II,·,'. I : __ J .. - I n 'i i I ' DESCRIPTION PCC PATIO -'------·--'-- - --------· ---. FG 582' j --i--- FG 57.5 FG 57.5 /.fAS/.MIY RET. DQl'iNSPOUT (TYPICAL/ ·GF.;57~ FG 57.5 Cf-E FF=58.0 PAD=51.5 r HALL MAX /£IGHT 4' 9" PER DETAIL B' ON SHEET 7 I 'W ---1155 '5622''E 9J.05 FlOM..IIE (TYPICALt, ,, FG 57.7 RETAINING HALL MAX /EIGHT 4' 6" PER DETAIL 'E' ON S/£ET 7 / I / I ' i f I .1'<"".: i 1 ---~-7-J j ""'"'(,'"-••~.-.,,,= •"'-'-''-''"·"~---'•'-, .. 'o'"""'""''"'~'•~vn•,~•=••~"~"'~"""''"'"'"M"'"""'""''•'-'A BMP TABLE (BIO RETENTION BASINS) AREA (SF) BMP 1 -BIORETENTION 160 BMP 2 -BIORETENTION 61 ., I I • GF=57.0 -. . ' . GF=57.5 MAS!NIY RETAINIMJ HALL MAX 1£IGHT 7' 8" • □'·/·.·· /: ,. [!}' ;_;,, FS 56.5 PER CETAll. ·c· ON SHEET 7 NOTES, SEESHEET4 GF=56.0 GF=56.5 --~. ',·,; ~"-· ! " S55 ,'53 '()6')i' r:Jo.95' i THl!FG 58.d ., ' i Blil!FG 543 ; t J;> ~ ,r 1 1, · BIORETENTION NOTE, , c,. , I SEE SHEET & FOR THE PRECISE GRADE Bl@RETENTJON ARf=A DETAILS. SEE DETAIL I ON SHEET 2 B/ORETENTl<PN SECTION DETAIL: . :• • . I i · ,· ; I , i \ I FG 55.0 -,+·- FS 54.0 RETAINIMJ ~ /£IGI/T 7' 6 ~' ON S/£E 12-B2 FF=55.5 PAD=55.0 Tlil!FG 58.0 . BWl!FG 54.3 MASCNIY RETAINING ··· -·· "HALL MAX' /EIGHT 7' 8" PER ]{fl AIL 'C' ON SlffT 7 • .. RET WALL RET HALL -·"'CE~T:~AIL=·· ~'C~' _,CE=ecTA~IL~'E ;_ RETAINING /"/ALL EXCAVATION NOTE, I i \ I I •. / SEE SOILS UPDATE LETTER "RETAININGrY'IAJ:;]!.-1 TEMRORARY EXCA \YA TJqNs, ., .,_ PROPOSED TOY'INHOMES, 201 i"/ALNUT ,fVENUE, CARLSBAD, CA" BY / HETHERINGTON ENGINEERING INC. DAT/fD,OC.7'0BER\/O 2014 FOFI"-"'">'""""'"•~"""'·~", RECOMMENDATIONS FOR EXCAVATION, l;!ETHQDs AJjoNG lfROPE~TY .. LINEs. j SEE NOTE ON SHEET 1 FOR SLOT GRAp/NG f<RCOMMfNDA TIONS. j ) j RETAIN/N,S Y'IALL BACKFILL NOTE, SEE SOILS UPDATE LETTER "RECOMMENDED MATERIAL FOR RETAINING I ' . I ' j \ I ' ' " I I '4 SIGHT LINE;\ u; I t , . . ' ', I (j) INSTALL RIP-RA!' I E/£RGY DISSIPA T(JI ' r z 0 C) r z INSPECTOR GRADING PLAN (S) . ,• ' 0 DATE /"/ALL BACKFILL, PROPOSED TOY'/NHOMES, 201 i"IALNUT AVENUE, CARLSBAD, CA" BY HETHERINGTON ENGINEER/NG, INC. DATED MARCH Cf, 2015 FOR RECOMMENDATIONS FOR RETAINING Y'/ALL BACKFILL ALONG PROPERTY LINES. SEE NOTE ON SHEET 1 FOR SPE/CIFC BACKFILL MATERIAL RECOMMENDATIONS. >---+----+------------+---+--+---+-----< I SHSEET I CITY OF CARLSBAD I SHgEETS I ENGINEERING DEPARTMENT ;::=:='..'.:::::========::::::...:::=::::::; GRADING PLAN SCALE: 1 "= 1 O' No. 71651 p. 12/31/1 GRADING PLANS FOR: 201 WALNUT TOWNHOMES CDP 12-17 /PUQ 12-06 (GRADING PLAN) APPROVED 1.•?:1,,\1 It. TS DWN BY: JiMA PROJECT NO. DRAWING NO. B DATE DATE INITIAL DATE INITIAL CHKD BY,<..f,(' CT 12 03 483 lA en '---------------------------------------------------------------------------------------------------..l..E-NG-IN_E_rn_o_F_w_o_RKJ.. ____ R_E_v_1s_1_o_N_D_E_s_c_R_1_P_T_1o_N ____ .J.:.OlH=ER:..:,:AP,;,P;;,RO:.;V.:;AL:..,i_c_1TY-A-PP_R_o_vA_L...J.,:::R::V;:W;:D:::B;:Y::;:. ::::::· :::::..:::::::::::::::::::::::::::::::.:::::::;;::;:;;;;,.1 if Thu, Jul 9, 2015 C:\Users\bardolino\Desktop\1939 G.pro PE 1939 I . Cl ' :e UI c:, 0 .i:,. ... 011 ID w ' ..i. ' 3> ' ' □ :a ):> ~ 2 G1 z C $ co m :a 0 I z G1 z C ~ ill :a □ Xl ~ z G1 z C s co m :a 0 :a ~ z (iJ z C $ co m :a .----~ ... J--·.fl __ _ BMPJDETAR SCALE: 1 "=6 ' LEGEND: 4• PVC PIPE FOR DRAINAGE CONVEYANCE PERFORATED 4" PVC PIPE FOR 100 YR PEAK STORM MITTGA TTON 4" PVC CONNECTOR PIPE SIDEWALK UNDER DRAIN D-27 \I -----------------· -----------------· 0-27 S!lBiALK IKEP/JJAIN IE 513 TWl!FG 55.0 Bli!.'FG 51.5 FG 51.4 HAW-/ REPF£SEN1S BirxETENrI<Ji BIi' #EA (TYPICAL) BMP2DETAR SCALE: 1"=6 ' 0-27 SJWIALK IKEP/JJAIN IE 50.62 \ \ \ \ (JJ \ GRADING PLAN (S) \ BMP3&4DETAR BMPSDETAR I SCALE: 1."=6 ' ,-.......... --.... -........ --.... ·--· --·-1 I I p----r--·~."'~--irr---.--.---,1 :,; 4. No. 71651 xp. 12/31/ B SCALE: 1 "=6 ' ENGINEER OF WORK FIRM: PASCO LARET SUITER & ASSOCIATES ADDRESS: 535 N. HWY. 101 CITY, ST.: 501 ANA BEACH. CA 92075 F I L."• j_ '-/';" . ' D-27 SittifALK IREUIAIN IE 56.48 :r~EPHO!;z\~C:t-V2-5_9-::=8=2;-12 _______ DATE: l-t;•/S (BRIAN ARDOLINO) R.C.E. N0.:~7~1~65=1~----------- REGISffiA TTON EXPIRATION DAT(.' 12/,31/15 SCALE: 1 "=6' I<JI STFEET .. 5658 FS 56.9 v - I SCALE: 1 "=2 ' "AS BUILT" 6)]Q EXP. ll· 31• 17 R:12~ INSPECTOR 1· Z i1.-1- DATE " ' ~ I I Ii ! I ·z z m C, u ~ ,. ~ ,. .. $ u aI 1:9 Q, II G:I d IT ~, .,. g ~z z~ r~ ¥,:1 ;Ro o C 31 ''( ~~ "1 "j ' , ---+--+------------t----t----t--t-----i/ SH6EETI CITY OF CARLSBAD 1<!79F ,. ENGINEERING DEPARTMENT L.'.i_J ~~===::::=::::::::::=:========~==; GRADING PLANS FOR: .ii ..... (IJ~- -UJ~ I' I I I I 'l} p ~ n 0 " LI.I ~ :1 ~~-~!: CDP 12-17 /PUD 12-06 (BMP AREA DETAILS) I-«~: ,; APPROVED /,JASON S. GELDERT ,1 < ~ '"};, . ! '11 , .1 z.·zq,1.:, ..,.. " ENGINEERIN MANAGER PE 63912 EXPIRES 9/30/16 DATE Jf -;: 1 201 WALNUT TOWNHOMES "" mo oo f.lc rnq ~U] ·< a, " . ,. ,O ~z ;;:::l!l (-,. c~ ~I U) mP ~!H '? c:::, • I DWN BY: .,..Bb,IA PROJECT NO. DRAWING NO. U a~ DATE 1N111AL DATE 1NmAL CHKD 8y,v.~-<--483 1A en l ________________________________________________________________________________________ ..JtEN:o:1N~EE~R~O:F~W~O:RK1-__ ~R:E~V~IS~IO~N~D~E~S~C:;.R~IP_T~l.:.O~N---~irDTH;ERiA~PiPR~O~VA;L~~CrlTY~AP~P~RO;V~ALi~R:;;VriW~DBrcY~, ~~~~~c~r~1;2;;::::o;:::3;;:::::.:;;::~~-::-~~ i if 1 Sat, Apr 4,2015N:\Active Jobs\1939 TANGS0C\DRAWING\1939 G.pro PE 1939 ~~ z m '" ~ C ~ C) .i:,. 00 c., ' ... l> 0 :0 J:, ~ 2 G) 2 C s OJ m :0 0 ~ ~ z G'J z C s OJ m JJ 0 JJ )::, ~ 2 G'J 2 C s OJ m :0 0 :0 J:, ~ z G'J z C ~ OJ m :0 REINFORCED C.ONC,RC:TE1 I. CONCRETE MINIMUM ULTIMATE COMPRESSIVE STRENGTH IN 2B DAYS SHALL BE AS FOLLO~S, ( SEE PLAN FOR SPECIAL INSPECTION REQUIREMENTS) FOUNDATIONS SLABS ON GRADE COLUMNS AND ~LLS ELEVATED SLABS AND BEAMS f'o • 4,500 PSI (RE5. ~T.) f'o • 4,500 PSI (RE5. ~T} f'o • PSI (RE<l>, ~T} f'G • PSI /REG. ~T} 2. ALL REINFORCING STEEL, ANCHOR BOLTS, DOV'if:L5, AND IN5EFtr5 SHALL 6E l""lELL 5ECVRED IN POSITION PRIOR TO PLACING CONCRETE. 9. REFER TO DETAILS ON ARGHITEC.TURAL, MECHANIC.AL 4 ELECTRIC.AL DRAHIN6 FOR MOULDS, ORNAMENTS, i$ROOYE5, CLIPS, G-ROVNDS, ETC.. TO BE CAST IN CONCRETE. 4. NO PIPE$ OR DUCTS SHALL BE PLACED IN CONCRETE V>IALLS OR SL.ASS UNLESS SPECIFICALLY DETAILED. SLEEVE ALL PLUM61N<S> OPENINGS IN MLLS AND SLA6S ~ITH A NON-CORROSIVE SLEEVE. 5. UNLESS SHOViN OTHERV'il5E IN DETAILS, FURNISH NO. 8 SPACER TIES AT APPROX- IMATELY 2'-6" O.C,. IN ALL 6EAMS ANO FOOTINGS TO KEC:P REINFORCING IN PLACE. 6. CONSTRUCTION JOINTS OTHER THAN THOSE 5HOViN ON THESE DDRAVilN65, SHALL HAVE Y'-IRITTEN APPROVAL OF THE STRUCTURAL E;N$INEER 61:;FORE; STARTINC' ~RK. '1. YiHERE ROIJ6HENED SURFACES ARE CALLED FOR AT CONSTRIJCTION JOINTS, PROVIDE A CLEAN, ROU5HENED SURFACE HAVIN5 A MINIMUM SURFACE ROUGHNESS AMPLlnJDE OF 1/4". e,, NO 6RIC.K OR POROUS MATERIAL SHALL B~ USED TO 5UPPORT FOOTING REINFORCE- MENT OFF THE GROUND. STAKES ARE NOT PERM)TTED l'ilTHIN THE rooTING 5EC,TION5. '1. CONTROL JOINTS FOR SLA6 ON e.AADE;; l'l!HEN MADE: 6Y SAVI! CUTTING SHALL 6E MADE NO LATER THAN .:24 HOURS AFTER PLACING CONCRETE. C.ONCRETE SHALL BE SU!=FICIENTL Y HARD TO PREVl=NT RAVE;L!NG l'l!Hl;N 5Ar"'I CL/TTIN6, 10. PROVIDE 9/4" CHAtv!FER ON ALL EXPOSED CORNERS. ll. Seil IE! lT SI I,' bL SSillFSRI I IS 1: PE l &Fili II FSR1%., I It, SEil IE! 'l=i ll l , JS~fiii'£'1,' llCE ; lll=I I , ,§II I Sl!!iS. 12. A6GRE6ATE SHOULD GONF'ORM TO THE ~EOVIREME:NTh OF ASTM C:~S. 13. USE TYPE V CEMENT DUE TO SEVERE SULFATE ACTION. 14. ALL HORIZONTAL 6ARS IN ),"{ALL.. MUST HAVE A 18~ BEND@ THE MLL END AROVNO A VERTICAL BAR. 15. MAXIMVM SLUMP TO 6E 4 INCHES. 16. ~Sel EPGX¥ GG'XFE:P REIMFGIR-G IM6-,c\T GIGE,A,M l"L"'.::FE!R 6PL.ACI I ZGIMES, (GEA l"bA LL NIJ;i 6'EGl<.J. !1. V'{ATER FOR MIXIN6 AND CUR\N6 SHALL 6E FRESH CLEAN ,t: PORTA6LE lURBIDIT( OF Y'-IATER SHALL NOT EXCEED 2000 POUNDS PER MILLION. !!:l-. riATER CEMENT AAT\0 SHALL BE t---lAXIMUH 0.45. 1'1. IN CONCRETE LINTELS ALL YERlrCAL 6ARS MU5T HAVE A 180' HOOK AT ENDS, 20. Ar:>t-llX'TVRES MAY 6E U5ED ~ITH PRIOR APPROVAL OF THE EN<l>INEER. ADMIXTURES 5HALL COMPLY HITH ASTM C4'14 AND BE OF A TYPE THAT INCREASES THE MRKA61LITY OF THE vONCRf:TE, 61JT SHALL NOT SE CONSIJ:lERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT /CALCIUM CHLORIDE SHALL NOT BE; USED). 21. NO CONDUIT PLAC.ED IN CONCRETE SLAB SHALL HAVE AN OUTSIDE DIAMETER GREATER THAN 1/3 THE THICKNESS OF THE SLAS. NO CONDUIT $HALL BE EHBEDED IN A 5LA6 THAT 15 Ll;55 THAN 9-1/.2" THICK. EXCEPT FOR LOCAL OFFSETS, MINIMIJH CLEAR Dl5TANC.E BETl'l!EEN CONDUITS SHALL BE b" 2:2. NO CONDUIT SHALL BE PLACED IN THf: CONCRETE TOPPlN6 OVER THE STEEL DECKING. REINFORCING STEEL /CONCRETE < MASONRY), I. BAR REINFORCEMENT SHALL CONFORM TO ASTM Abl5, GRADE t>O. ALL ~LDED BARS TO MEET ASTM AIOQ RECIUIREMENT5 . .2. v-lELDED YilRE FA6RIC REINFORCEMENT SHALL C.ONFORH TO ASTM AIB5. :!>. LAP AT 6AR SPLICES SHALL 6E 4e, BAR DIAMETER IN MASONRY OR 2'-0" MINl'HUM UNLESS OTHERYilSE NOTED. LAP OR V'IE!..DED IN.1/.?E FA6RIC. AT SPLICES SHALL NOT BE LESS THAN e>". 4. 6AR $UPPORf5 5HALL 6E PROVIDE:D IN ACCORDANCE YilTH THE PROVl5ION5 OF "6AR SUPPORT 5PEC1FICATION AND STANDARD NOMENCLATURE" AS CONTAINE:D IN TH.E LATEST ED!T!ON OF MANUAL OF STANDARD PRACTICE FOR RE'NFORCED CONC.~TE CONSTRUCTION BY CORSI. 5. REINFORCING STEEL ViELDING TO COMP!.. Y 1-'{ITH AY-IS D 1.4. 6. ALL HASONRY OR CONCRETE Y-IALL..5 AND COLUMNS SHALL SE DO!l'{ELED TO 5UPPORTINi$ FOOTIN$5, 6EAM5 OR PADS Y'llTH 6ARS OF THE SAHE SIZE AND SPACING AS VERTICAL BARS IN THE ViALLS AND COLUMNS u.o,N. i. SPLICE CONTINUOUS RclNFORCl::MCNT roR CONTINVOUS 6-AADC BEAMS OR FOOilNG-5 AT CENTER OF ANY SP AN FOR TOP BARS AND AT CENTER OF ANY '51.JPPORT FOR BOTTOM 6AR5, /;. ALL REINFORCIN<l> 6AR ElENDS TO BE MADE COLD. '1. REINFORCING-STEEL SHALL HAYE THE FOLLOYilNG COVERAGE, Y-IITH BARS PLACED A5 NEAR TO THE GONCRETE SIJRFAGE AS THE 5PECIFlf;D COVERAG-E PERHIT5, UNLESS NOTED OTHER.Yil5E: CONCRETE PLACED MAINST EARTH 3" FORMED CONCRETE IN CONTACT ~ITH EARTH 2" EXTERIOR FAC.E OF V'lALL 2 11 OTHER ~L FACES (NO EARTH CONTACT) I" SEAMS I !/211 SLA6S (TYPICAL) I" SLAB SURFACES SUPPORTIN<l> EARTH I 1/2" 10, ALL REINFORClN$-STEEL LAP SPLICES LENGTH SHALL SE CLASS 6 CONFORMING TO THI;: TABLE I ON THIS SHEET, UNLESS NOTE!? OTHERril5E ON DE$IGN DRAY'{!NGS CONCRETE BLOCK MA$0N~Y, l. CONCRETE BLOCK MASONRY UNITS SHALL BE TYPE I ME1'IUM' HEI6HT UNITS. GON!=ORMIN6 TO'A5TH c-<10 AND TO THE PROJECT SPECIFICATIONS. (P'm=2000 PSV :2. GROUT SHALL HAYE A MINIMUM :28 DAY COMP~55IVE 5TREN6TH OF 2,000 PSI AND SHALL CONSIST QF THE r"OLLOY'IIN6' VOLUHE:TRIC F'ROPORIION5, I PART PORTLAND CEMENT 2 PARTS PEA 6-AAYEL B PARTS 5AND 5IKA G-ROl,)T AID II PER MANUFACTURER'S RECOMMENDATIONS. :9. MORTER SHALL 6E TYPE 5 ANO SHALL HAVE A MINIMUM :w, DAY COMPRESSIVE 5TRENi$TH t,eoo PSI AND SHALL HAYE; THE FOL.LOY'llNG VOLUMETRIC, PROPORTIONS (MAX.) PER ASTM-C.2'10. I PART PORTLAND CEMENT 1/2 PART HYDRATED LIME 4 1/2 PARTS SAND 4. TH!CKNE55 OF MASONRY 6EI' JOINT SHALL 6E 9/8" MINIJvllJM AND 1° MAXIMUM. 5. VERTICAL 6ARS !N V'!ALL5 ARE TO SE PLACED tN CENTER OF Y'l.ALL UNLESS OTHER- r'11$E 5HO!liN. USE FVLL HEIGHT VERTICAL RE1NFORC.!NG 6ARS V'tlTHOUT SPLICES UNLESS NOTED OTHERVil5E. Q, VERTICAL 6AR5 IN MA!$0NRY ARE TO SE TIED OR OTHERYiI5E FIXED IN P051TION AT INTERVALS OF NOT LESS, THAN 1'42 DIA. AND AT TOP AND l30TTOM. 1. ALL CELLS CONTAINING R.clNFORC,ING OR ANCHOR OOL TS SHALL 6E GROUTED SOLID. 11'\HEN 1-"!ALLS ARE SHO~ TO BE SO_LID <$ROUTED, AI...L CE:LLS SHALL BE FILLED V'J.ITH <!:-ROUT. '50L.ID GROUT Y'-IALLS. 6f:LOl'i GRADE, e. TYPICAL COUR5IN1$ SHALL U5E OPEN END UNITS, 60ND BEAM COURSES SHALL BE DOU6LE OPEN END BOND BEAM UNITS. '1. HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM UNITS. 10. HIGH LIFT AND LOl'I! LIFT GROUTING REQUIREMENTS SHALL CONFORM TO SEGTION .21 OF UNIFORM 6UILDIN6 GODE. ll. GON$0LIDATE AND RE-GON50LIDATE GROUT Y'-IITH A He'GHANICAL VIBRATOR HAVIN6 A B/41' HEAD AND OFERAT!N0 AT 5,000 RPH 5UBMER6ED. 12. YiHEN GROUTING 15 5TOFPED FOR ONE HOUR OR LONGER, HORIZONTAL. CONSTRl.JC..TION JOINTS SHALL BE FORMED BY STOPPING THE POJR or 6ROUT 1-1/2 INCHES BELOl'I! THE TOP OF THE UPPERMOST UNIT. IS. GLEANOUT OPENINGS SHALL BE PROVIDED FOR ALL 6ROIJT LIFTS i"\HIC.H A~ MORE THAN 5'-0" IN HEIGHT. 14. A MINIMUM 1" GROUT SHALL 6E PROVIDED 6ET!r;EEN BOLTS AND MA50N"Y FACE SHELLS. 15. ALL P!PES OR CONDUITS PA5SIN6 THROUSH MASONRY SHALL BE SLEEVED. 5Ll:EVE5 SHALL NOT 6E CEN.TERED CLOSER THAN 4 DIAMETERS. NO PIPES OR SLEEVES SHALL BE EMBEDDED HORIZONTALLY. 16. ALL HORIZONTAL· ~ARS MUS.T HAVE A 1e,0° HOOK AT i"IALL ENDS AROUND A VERTICAL SAR: NOTES, I. PROVIDE VERT. CONTROL JOINTS IN / CMU Y'lALL PER DET. 'D' 2. SPEC. INSP. REQ'D FOR MASONRY J/'lALLS AND FOUNDATIONS * PERFORATED PVC SCHEDULE 40, 4" PIPE (PERFORATION DOJ/'lN) V'</ 0.5% MIN. SLOPE TO PROPER OUTLET J/'l/ BOTTOM OF PIPE LOCATED MIN. 3" ABOVE TOP OF FDN., 1.5 CU. FT. OF GRAVEL, 3/4" DIA MAX. J/'lRAPPED Jl'l/ FILTER CLOTH SUCH AS MIRADRAIN 6000 * PERFORATED PVC SCHEDULE 40, 4" PIPE (PERFORATION DOJ/'lN) H/ 0.5% MIN. SLOPE TO PROPER OUTLET J/'l/ BOTTOM OF PIPE LOCATED MIN. 3" ABOVE TOP OF FDN., 1.5 CU. FT. OF 0RAVEL, 3/4" DIA MAX. ~RAPPED J/'l/ FILTER CLOTH SUCH AS MIRADRAIN 6000 ' r \l s II r'1'---~~' ! --;, L_ i-:11 . ', GLR. 4 J" NOTES· . ,, ~.- 1. PROVIDE VERT. i 2 , 0 ., i 1,_4., I :~~~ 3-#5 CONTROL JOINTS IN c,, -·· -,f -r-1-:11 ·r CMU ~ALL PER DET. 'D' 2. SPEC. INSP. RECl'D 0'-0" FOR MASONRY HALLS · -----~ -~-- AND FOUNDATIONS * PERFORATED PVC SCHEDULE 40, 4" PIPE (PERFORATION DO~N) ~/ 0.5% MIN. SLOPE TO PROPER OUTLET 1'1/ BOTTOM OF PIPE LOCATED MIN. 3" ABOVE TOP OF FDN., 1.5 GU. FT. OF GRAVEL, 3/4'' DIA. MAX. V'IRAPPE:D V'-l/ FILTER CLOTH SUCH AS MIRADRAIN 1:,000 NOTES, I. PROVIDE VERT. CONTROL JOINTS IN , CMU J/'lALL PER DET. 'D' 2. SPEC. INSP. REQ'D I 3'-0" FOR MASONRY J/'lALLS %-------~~-·-+ AND FOUNDATIONS * PERFORATED PVC SCHEDULE 40, 4" PIPE (PERFORATION DOY'lN) HI 0.5% MIN. SLOPE TO PROPER OUTLET~/ BOTTOM OF PIPE LOCATED MIN. 3" ABOVE TOP OF FDN., 1.5 CU. FT. OF GRAVEL, 3/4" DIA. MAX. J/'lRAPPED J/'l/ FILTER CLOTH SUCH AS MIRADRAIN 6000 • ! TYP. RET. V'IALL HAX. 8'-6" HIGH 13Y UNIT A.2 TYP. RET. V'IALL HAX, 1'-8" HIGH AT PROPERTY LINE TYP. RET. J/'lALL MAX. T-8" HIGH AT PROPERTY LINE NO SCALE (c\ TYP. RET. l'tALL HAX, 4'-6" HIGH ! : ' I NO SCALE 2 VERT. REBA.RS AT EACH -~ SIDE OF JOINT, TO HATCH SIZE OF V'IALL VERT. REINF'G 11 1/4" MAX CONJRQL,Jl JO I NT J/'ll DTH NO SCALE ·CAULKING GASKET MASONRY ~LL VERT. CONTROL JOINT® AT MAX. 35'-0" O.G. D NOSGA~ --- 1-£Tf\-ltUtlG< ',./PILL T(t-\fct.P.t'( (XC,AW.j10N ,-loTi: ·rtMT'OfZftfZ:'( ! ~A. VA i10N~ Gtzt1,-,e-t. T~~ -;-fE("{ l·h&:*, Hfl'( flTtlfJZ. ,gr ~11-otro ()t, £)(.U\'v'Jlr'frp !Pl :SLOT l~TS U$1N~ 1"£' A·i·C. H!ntOP, :SLei w1"$ ~tl()\/Ll7 1£' fXCAV#!iEI? IN ~E'C.TIONS NO LONG..El'c'. TttA-iJ 10· 'f'££i A-NO Tl+£' f?<T~ININ& W~LL !>11:IXJLV "g{' toJ-1SieuC.illt't7 i':~t> -g,-.t.K'Fllltl7 1'iZ.1oi'.. To Tl-I-£' NE'lii ~E'{ilON '!E'>t-1&.- f'')(('.,A, \IP1i£'1'. 't)uRJ,-1~ INITI AiL Sl-r! 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INC, ADDRESS: 1080 PARK BLVD SUITE 714 CITY, ST.: SAN DIEGO, CA 92101 TELEPHONE: _@.;8 453-7339 .~ BY: ~ ---=-===-==· ( LI MALEK) S,E, NO,: .;,2.QBJJ.'·n'-------------- REGISTRATION EXPIRATION DATE: 9/30/15 -~~----- NO SCALE ~p,;1i-l1~~ WitiLt. 1""°'-FlLL t\P,1(,Z,1AL )IOTf': "-tT11r1i-41tll-:-w,ru. 'LIIC.KFIU.. ~U7 w,l~ISi OF 1•.+f' o~·s:,rc S)Li'C ~,;> ~ 'Df:fo'-1TS 'NIT>\-A Vffl.i LD'W r)(f~i,lS.10~ fo101i1fl\L O[. 11-1. f't>~ (.t,t,iSl~-r1iJ<,,-Or (:d.~>JIJLP,£. "olLS Wtft+ J. '~:{ !.oW irx. i'ANS1ut,S l'o'ft'IJ"il Pd-. AN't lt,,\fof2'i' !,l\:)o~ 'KE' ,!,ffta'.o\/€1' 1'i' Tl-It &1:0TcC~lll I C,ll,L, CoN SvLT Mi 1'f. lo R Tc II"\, folZ"'i To T~E" ,, Tt, 1t1/\itl-f.E'SffC.'T 10 T~C i€"tllr,N!r-!C,,-W~LL A ~TT1tJlr Tll't ~ i.)NE'" Wl-\-1Clt WlU. NOf R.E(.lv12~ 1 Ac,)('.ftu. 1'vE'' T.::i Tl\-t 6 L01' Gvi c.c,N,,!2.1J(,T1ot,J f'JIE11\-0'9J Tl+(' t-\,ii11('~1PrLS Wl,\,1{.\,I, WII.L "$(' tx,foSE,;, IN 1~ ~A(."-C~.r, W\L.l... lc~SI~"'( Qr 7'\,\~' Dl-l·~li'f -S IL. 'T'( ~,..NV iE'~f.PtlC 1'€fo~1T$ W\1"" ,._. VE~ Lew f.XfAt-1!.1(:,N fcrfE'.1'1'\lJtiL. C,oN~ISii9111' W 11\~ TH-If 1)fS16rl,I 1'~Ut-\ic--re-~S 'i'Rov1V£V 'fo<Z. ~.ei'A1t11N~-W~LLS. Tl-l\f' f,n'A-il'JiJJ~ Wt>,t,t, 'iHJ(.C.)( ~tloOL~ 'KE'" o1S!'e-.MD 1'( T~ ~t+l'liCJrL CcN~vl.i"o\Ni 1\,!2Jtil;:- CoNti~"\' I ON To Cot-1fiet-\ !I+~ 1"11€ EX1'~El,) ~l\if."'2!AL-S r,.__eE'"· I-.!. >..~rnc.,f'P.i€P. ENGINEER OF WORK FIRM: PASCO LARET SUITER & ASSOC/A TfS ADDRESS: 535 N, HWY, 101 CITY, ST.: SOI ANA BEACH. CA 92075 TELEPH~~Jft2259-8212 ~Y: :_//4Xl.L,.. Q .. (BRIAN ARDOLINO) R,C,E, N0,:_,7'-'1""'-'~~1 ___________ _ REGISTRATION EXP/RATION DATE: 12/31/15 DATE: 1·{,,t5 EXP ,!.Z.:XI · 11 REVIEWED JI:: / ~ &,· -;r-w,vv"-~ INSPECTOR DATE _:1._/1 lo DATE ! ' I ' I . I , ---+--+------------+--+--+---t----1 \ SH7EET \ CITY OF CARLSBAD ~9 s r--ENGINEERING DEPARTMENT ~ ::=:::::::'..'.:::=========:::....::::=::::::; 1! a ~ ~ t ~ V ti 1! GRADING PLANS FOR: 201 WALNUT TOWNHOMES ffi~~ll 1--~ ..... -u°",1-::JOlfl'"' cnt3~: CDP 12-17 /PUD 12-1 STRUCT, CALCS .• RETAINING WALL DETAILS f,-~ '.('. :q APPROVEo/) MA ON S, GELDERT ~~LIJ ~I~ ---=M=N=I<->-. 1 ____ ~ 1' zc,, I~ ,, - ENGINEERlblif MANAGER P 3912 EXPIRES 9/30/16 DATE :Ji'~ 3· 2 "7 ,\? ' l1\ ./!>.I. ,Kc::.,-•"-,-----------t---t---r--i--"i ;:;:D:::W:::N=B;::Y::::: :::...BM.a-;:;, :;:;:::=;-;:::=::;:PR;::O;::J;:E:;:CT;;:::::;N:;:O:'::, :::::::::::;-;:D;:;R;:::;A:;:W;:;:IN:;G::;:;:NO~. 81' ! ;l DA TE INITIAL DA TE INITIAL DA TE INITIAL <-_F,(_' ~ U '1 L _____________________________________________________________________________________________ rE:::N:Gl:NE::E:.R_::O:.F.:W:OR:KL ___ R_E_v_1s_1_o_N_o_E_s_c_R_1P_T_1_o_N ___ Weit07TH~E~R7A~PP~RmOViA~Lrtic□1TYiiAP~P~R~OViA;L~~r~1~rig~~5~:r,, ~i=~=~-~-ml;~~C~T~~1~2;:::::0::3;:::;:::~4::8::3~::1~A~~ ;t, Wed, Apr 22,2015J:\Active Jobs\1939 TANGS0C\DRAWING\1939 G,pro PE 1939 I 1~ :1 •i ii ,, ., ' Ol ~i c, " :! ti ii c,~ y " ,. (j u n " rn CJ 0 Q a, 0 --mC"l .u ,:;j ID. -< 0 . " :'_'.!z z !;I c~ 3: -:-= ~5 .. ~ ,JI [Tl 8l s {,J z z m ~ ~ y m ,, ·c ' C rn y ~ n 0 I " ,, 1J mo □o ~c -· ITT 'l ' ~ :{_) ' " . " ~z 2: '.-'} c< s: :r: m I' '8 'fi UJ [TI I W, s w z z m (.') y J·• ' ' ' i Cl ~ .... G'I 0 ,i:,. -,, 01) IO w ' .. l> □ JJ ~ z (j) z C s: OJ m JJ 0 JJ ~ 2 Ci) 2 C s: OJ m JJ 0 JJ )> ~ 2 (j) 2 C $ OJ m JJ 0 JJ )> ~ 2 (j) 2 C s OJ m JJ TABLE 1704A.4 REQUIRED VERIF!CATI□N AND INSPECTION OF CONCRETE CONSTRUCTION NOT CONTINUOUS PERJDDIC REFERENCED STANDARD . CBC REFERENCE VERIF!CA TI□N AND INSPECTION APPLICABLE I. Jnspec-l;lon of r«lnforclng steel, Including prestressln -X AC1 318• 3,5, 7,l-7,7 1913A.4 tendons, o.nd plo.ceMent, Inspection of reinforcing steel welding In 0,ccorclo.nc1 with AIJS Dl.4 2. --AC! 3181 3.5,2 -Ta.lo\e 17040..3, I-teM 5Q. 3, Jnspec-t bol-l;s ta loe fns-l;o.lled in concrete prior ·to o hci during plucel"lent of concrete ·11here ollowok:ile loo.ds ho.v· X --191\A,5 been lncr-eused, 4. Verifying use of required cieslgn r,lx. X ACJ 318• Ch, 4, 5.2:-5,4 l904A.2.2:, -1-913A.2, 19!3A.3 5. At the tlMe fresh concrete Is so.l"lpled to fo.b,-lco.te ASTM C 172 sped!'lens for strength tests, perforr1 slul'lp oncl o.lr c, .htent X -ASTM C 31 l913A.9 tests, o.m;l cleterMlne the ter>pero.ture of 'the cor1crete, ACI 3181 5,6,5,8 6. Inspection of concrete and shotcret plo.ceMent for' proper X -ACI 3181 5,:!, S.10 l913A.6, 1913A.7, o.ppllco. tlon techr,!ques, 1913A.8 Inspection for riulnteno.nce of speclflecl c1.1rlr1g 7. -X AC! '.3181 '5.U-5.13 191311,9 te!'lpere1ture e1nd tei::;hnlques, 8. Jnsp..,i:;tlon of prestressecl concrete, o., Appllco i;lon of pres-l;resslng forces. X -ACI 318• 18,20 -I(), Gro\.ltlng of k,,oncied pr-esi;resslng ten,;lons In the X AC1 3le• 18,18,4 s1,lsMlc;-for<::e-r(l'slstlng sys"tel"I. 9. Ere<;-tlon of precost coni:rete rier1loers. -X ACI 318• Ch, 16 - 10, Verlflco.tlon of In-situ com::rete s·trength, prior to ' ,, stressing of tendons In posttensloned concrete o.nd prl r,rnovo.l of shores o.nd forMs frol'I \:leo.l'ls o..nd struct\.lrt1 sln\:ls. -X ACI '.;1181 6,2 - U. Insp,1ct t'orMworl< f'or sho.pe, loco.tlori o.nd dll"lenslons f the -X ACJ 3!8• 6,!,1 -concrete-m,'f'lber loelng f'orMecl, 12, Post-lnsto.lled onchors, X ---,. Vhere 11ppllc;oble, sree Q.(so s~ctlon 1707A.1, Sp,n:lo.l Inspection for selsMlc resistance. TA6LE I104A.5.I -LEVEL I SPECIAL INSPECTION FREG:UENC.Y OF INSPEC.TlON REFEFU:NCE FOR CRITERIA CONTINUOUS PERIODICALLY NOT DURIN<.S-TASK DUR!N,S, TASK ACI 590/ASCe ACI 5S<>.1/A5CE INSPECTION TASK APPLICABLE LISTED LISTED cec. section 5/rMS 40Z 6/TMS 602 I. ~ ma=iarr::J ,:;antrveilan b69ln=i, tho Pall.:,.-;tng =ih.:,11 b<t ""dn.,,:1 ta .,,,,..,,.., eampH011es, a. Prcp«t!an:t oP :tltei-proparod IJIQl'"tar-. -X --, ..... 1:. 2.6A b. Can=it.-vdJcn .:,f martor Jcln~:t. -X --Mt. 9,Se ,. Lc.:.atlQr'I ,:,I' rorn,ar·<,omi,nt, <-anno<-tl"'19, pro=itr.,ii,sf"'3 X --ht. 6.4, 6.6A t•ndom. Q'ld M<-har..-go,. - •• Prostr,uaIn9 W'~nlq,vo. -X - - ht S.6e .. ,$,",:,,:;lo ~ 1tlzo af pr-.,,.tro=i:t!ng td~n\l and -X --Mt. 2.48, 2.4H i::r,,;.hc,rogo:1-. ,. Th., lntpi,i::tlan praq-am ~II vorlf!:J, a. Sl:i:o ancl l,:,eat:lcn ,:,f tti"ll(.W/'al a!i:om.,nh,. -X --Ht.9.;IS b. Ty,:,;,, slzo i:mcl I0<-otlan ct ~s. 1n.:.Iva1ng oillor 5oe. !.2.2(o), aoklll:t or GW'l.:.hcrago, of mo~ t.o str,,,etvral moml:!ors, ~ramo -X -2.1.4,9.1.6 -ar athor <,on:ttnietlan. ,. 5p-I,Iod tlzs, 9"1Jc:u, <:1nd ¥0 o~ rolnPori;:Mno!Jni. -X -S.,<,. I.IS A"t. 2.4, aA $:Ii;. ::2.1.10.1.2, • !'iok)lng ar ro~farc:Tng 00.-& . X --a.,.a.4<b) - o. Pro~t!an cf moea-nry dvrlog i;:al,:! 1<1oathoilr (tompsraturo b-ela.-; -40lf-) r.;r riot ,1oathor (~mporciWro abcvo <It!'). -X s.,.,;. :2104,-1,.9, 2I04A.4 -M.1.~,l.bD I. Appll=tlon ancl mocisvr.,mMlt of pro.si:roH!ng fr.;r,:.o. S. l"l"fr.;r ta iravt.rng, tho f,:,llowIr,9 ~II b. Y<91"If[o,:j ta _,..,""'1pl.:l/'IGO, a. ~QI.It ~G" I• Gl0¢n, -X . -Ht. S..2D b. Pla<:Mn""1t at rofnfcri::omont and i;:c:mnsGtar-e a,,:j X Se,<,, !.!:lo Ht, 3.4 pr.s,tr~.sklg ~" i::rid anr:hcr-ag.,,. -- C, Propc;,rt""1• ot •1~-pr,op<aroa g-avt a,1(1 proti:ronrng gro~t for bcn-,;i,:,"° ~or,,;lant. -X . -ht. :2.66 d. GOnsV\l<-tlon of more« JOlfl~=i. -X . -1¥t, e,.,e 4. GrG"1t pla,:.-,mont :th,:IH i:;,o v.,,-lfl«l t,::, on,=,ur., G«npllai,:.$ .-;ll;h .:.cd.i, ,:m,:j ,:;onstrv,:.tlan eio,:.um.,nt prov!et-ane. X -. -ht.:l-.5 a. 6rautrr,9 af pro:ttroHlr,9 bond"d !:sndc:m,. X -. -Mt. 5.t,c;. 5-. PropGll"atk><i of ony r~lr"d ,grout &f"6<-lmMe, mortGlr ~0(.inl"'16 ond/ar prlem, all bo Obol1f"VOd. X -S<,i:,, 2I05A.2,:2, 210,A.9 -Art 1,4 6. G,omplla,<,o .-.11:1-, r,eiqvlrod !n~tron prcvl=ilor,=i cf u,., ean=it.-v<,t!oo .:Ja,:;umont.=i aru:I th" Clf'P"'C,Vo.:J "'-'i::l"'tllttol=i =ihc:1II bo verlflo.:J. -X --Art. t::i ; P~twlnetoll"d M(.}iCII'"&, X -- - . •/, Too ¥'tll(;lfli:. =itdl'lda'-d:t Nlf.,ron,:;dd ,ar., t,hc:to l!=ito.:J In ~Glpi:of" *· TASLE I104A5.~ -l.EYEL :2 SPECIAL INSPECTION FREO:UENC.Y OF INSPECTION ~FERENCE FOR CRITERIA C.ONTINUOIJS PERIODIC.ALLY NOT DURING TASK DURING TA5K ACI 550/ASCE AC.I 590.I/A5CE IN5PEC TION TASK APF'LIC.Al9LE LISTED LISTED e,ee, seG-tlon 5/Tt--lS 402' &/TMS 602 I. Frcm tho boglnnlng of m<:l,xm,-~ <:;Q'!\t!;rll(.tlcr,, tho PallG1.-t!n9 Diioll i,. vorlfl.i,d tGI ,onw,-o ,:;,::,mpllan,:;o, a. Prapodlor,=i ,;)/' &lto--pr,oparocl mcrk>r, grout ond pro=iGl"o=i&lrl9 '3'"Q'\/t Pa.-bcndod Wlndcn=i. -X --ht. 2/JA b. F'lac:"'11¥!t c;,f ma&G«!:J vnlt=i anc:I ean,ti-ui:.tlcn cf rncrtar -X --Ht, 9.68 Jclnte. ,. Plac;"'1"1<!1nt cf rolnfar,i;.5m.,.,,t, <-GIMO(.tGII""$ and pro:11troeelng -X -$,di<,, 1,15 Art. 9.4, S.t,A to!i.:Jcn.1 Gll'l<:I a,ehcrag.,s. d. ~c:ivt opoe" prier to grouting, X --. Mt. S..:!D .. Placa,mOflt of 9'"0'-'t. X ---..... t 9.!5 I. Pl,::ieomdflt af proetr.,,e=irng 9raut. X - - . Mt. ;l.bC 2. Tho lnepe<-tlan pr-,:,gron, •h<.1II verlf\j• a. $I:z:" ond lac.<1t!cn at :ttr<.l<,~I olomont:11-, -X -. .Ar~. S,9<!', b. Typo, ,ito <:lr,,;I lc:i"otl,:,n of c:ir,<,h-art. Jn<-lvarr,g oillor X -56,:.. 1.::2.:2(0), -2,1.4, -ddtaU:t cf M(.),,crago of mon:11-crrij to &i:rvi:.~ol mombor5, -6.lh Prm,"" ar-othO!" <-an:tVl.'e.tIcn. ,. fyc:i<-lf!.i,.:J =il:i:ci, grodo an,;! !.yp.:i at r.slnfor.:.om.,nt. -X -$0(,, 1.19 ht. 2.4, 9.4 d. !'ioldlng of roInPcr,::.lng bc:ir-.. X --SO". 2.LIO.i.2, -9.9.S.4-'b) "· Prctei::tlcn at maecnry di/ring <,.:,I,:! .-;sathor (l:omporG1tvr" -X $.i,,:. 2I04A.6, -M.IU,I2>D bl:Jla~ 40!,f) a.-ilct ,1oathor (t.,mper-,W!""o ,;,.l;,ovo <1.;s,-). 2I04A.4 I, ""F?!l,:;,::itlOfl and mo.:1,11romont o, pr.,,troHtng ror"o. X --. A.-t. 6.66 :::i. Pr"'f'aratlo,, of ~ roq~1rod gravt ~elmono, mortar X &'5<-. 2I0SA..:2.:2, -Mt. 1.4 "Pa,:.lm.,nt,=, Glrl<:1/cr prl$r!1il-ilhall bo ol:;i$otv.i,d, -:2I05A9 4. """1,:,I1,::t'l(,O ~1th roqviroa lnepoetl"n pr,e:,vltlQri, aP tho X -.Art. 1,5 ,:;c>119tn,i;t1Qn dQ,:.~to ond illo aprrovod stJl:;mJtta.le llholl b.i, -. vorIfI.,a. •• Post~1t111-ta!lod M<-hcr-s . X -. --a. Tho opo,:;lfli:, =iklnaeird, rofor,orwod oro that• ll=it.o.:J in Chap~r e,. ----------·-·-· ----, .. -------------~------- . SPE:CIAL INSPECTIOrs, STRUCTURAL TESTS 4 STRUCTURAL 013SERVATIONS SHALL COMPLY ~ITH THE APPLICABLE PROVISIONS OF CHAPTER 11 OF CE.IC-2019. THE 5PEG!Al.. IN5PEG-TOR5 MUST BE CERTIFIED BY THE CITY OF CARLSBAD 1. frnal reporte for all lnspecrtons and testing must be provided by the THE SPECIAL INSPECTIONS LISTED ARE IN ADDITION TO THE CAL.LED INSPECTIONS <. I. In addition to the regvlar rnepee-tlon1 the FolloV'-!!ng Items wlll cilso require 0. DEVELOPMENT SERVICES TO PERFORM THE TYPES OF INSPECTION SPEClFl!;:D. spec.la! lnspec.tlon In accor-dcince ~!th See-. 1104 oF the BJ!ldlng Code. spec.Jal lnspec.tor. Final reports shall doc:.vment c:.ompletlon of all REOUIR!::D SY CHAPTER 11 OF THE cec 201B, SPECIAL. INSPECTION 15 NOT EXCEPTIONS, A SU65TITUTED FOR INSPl=CTION 6Y A CITY INSPE;;CTOR. · 2. 5olls compl!onc.e prior to the Foundation Inspection, pre-str"ee l'oundatlon, lnspec.tlon and c.orrectlon of al I noted dlscrepenctes. CONTINUOUS !NSPEC.TION 15 AL),,'iA"(S ReOUIRED DI.JRIN6 THE PE:RFORMANC-E OF I. $OILS lN5PECT10N5 6"( THE; SOILS EN<S-lNE::ER OF ReCOR!::>. b. 2. V'iHEN ViAIVED 6Y THE: 6UILDIN6 OFflC,IAl... htgh strength steel and conc.rete. 8. The duties of spec.Jal Inspector shall be In conFormanc.e V'llth the THE r'\ORK UNLE55 OTHERY-IISE SPECIFIED. ViHEN V'IORK IN MORE THAN ONE requirements of :section 1104 oF the Ca!IFornla bvildln9 code the latest CATEGORY OF 1-"!0RK REGUJRIN,s, SPECIAL INSPECTION 15 TO BE PERFORMED 1T 15 THE RESPON5ISILITY OF THE CONTRAC,TOR TO INFORM ANP ¾HEDIJLE FOR THE :l. All !nspectlon and tests shal I be performed by a qualified teetrn9 e19ency d. edition. 5IMIJLTANEOU5L"t', OR THE ,S,f0$AAF'HIC LOCATION OF THE Y'iORK 15 5UCH THAT 5F'EC.IAL INSPECTOR OR INSPECTION AGENCY AT LEAST ON!;:; '10RKING, DAY FRIOP. TO retained by the oH.ner. IT CANNOT 61: CONTINUOV5L Y OOOERVEO IN ACCOF<DANCE VilTH THE PROV\5ION5 ~-C..ontrac..tor shall be respon&!ble Por all expense:;, dve to any premG1ture OF COC. SECTION 1101, IT 15 THE AGENT'e, RESPONSIBILITY TO EMPLOY A PERFORHIN,S, ANY Jl'K'RK THAT REGIJIRES. 5FcC-IAL IN5Pl=CTION. 4. rfle speGIGll Inspector shall be '}ue1llf'ied ond approved by the bvlldlng e. 5PE:CIALLY IN5F'E:C,TE!? V'IORK THAT 15 INSTALLED OR COVERED Y-IITHOUT THE: deipe1rtment and ac.ceptable to he arc.hltect, notlPlcatlon oF Inspection Hhlch r-esulte !n add!tlonal stte visits. SUFFIC-I:ENT NUMBER OF IN5F'ECTOR5 TO A5$URE THAT ALL THE ViaRK 15 INSPECTED APPROVAL. OF THE CITY !NSPECTOR 15 SUBJECT TO FU:MOVAL OR EXPOSURE. 10. Fatlvre of notIPtc.ot1on by the c.ontractor for rnspec.tlon on a tlmelf basis lN AGGOROANCE HITH THOSE FROYl5I0NS. 5. The specral Inspector shall observe V'lork assigned for c.onformonce to may result ln c.omplete removal and replacement of all v-iork per armed the opproved des.lgn drol-'!lngs ,:::;nd spec.lflce1tron. at conkactors expenses. TA!lLE 1104A.1 "· The special Inspector shall furnish Inspection r-eport to building REQUIRED VERIFICATION AND INSPECTION OF SOILS department, engineer and archltec.t of record. Coples, of the report shall ·site visit& by the structural engineer do not c.onstltute an rnspec.t!on, be civcillable e1t the Job site at al I times. NOT VERIFICATION AND INSPECTION TASK CONTINUOUS DURIN6 TASK LISTED PERIODIC DURIN6 TA5K LISTED APPLICA!lLE OFFSITE: FABRICATION, I. Vor!f~ materlal& i;,e,k;:11'1 tooting& aro adoquato t;o dGhlov~ tho X -I A c.ertlflc.ate of scit!sfactor':I c.ompletlon of 1-'!ork reqvrr-In9 spe:cfol lnspec.tlon "· Vields Identified as reqvlrlng contlnuoue, or pe-rlodfc speclal lnspec.tlon need d-,$lgn ~G1rlrt9 c.apac.lt:j. mvst be completed and svbmltted to the lnspectlon sc:,r-vlces d!vl::ilon. not he1ve epeclal lnspec.tlon Jlllhem the ..-ietdlng Is done In an approved fabricator's .2. Vorll'~ t11xc.ovat1an& are oxtondod to proper dopt.h and havo X -shop. Hoif'iever-, the approved fabricator muet submit a c.ertlflc.ate of c.ompllance In reachod prapor matorlal. 2. 5pec.l<::1I fnepec.tor shall verify the1t Fabricator molnte1lns detailed fobrlcatton ,:;iccordcince Hlth C.SC.. 11'1hen v-ieldtn9 I& done In a ehop Hh!ch Is not an approved $. Portarm cla&&lflcot.lan ond tO!lttn,a of cantrolt60:,. flll mat~rlal,. X -and quo!it~ control procedures that pr-ovlde a basl& For lnspec.t!on control of fabrlce1tor, epeclot lnsbectlon le required; e1nd on cippllcotton to perform off-site 4, Vorlfy VM of prder matarlal&, dons.ltla& and lltt thlG!c".n6&50& X -the v-1orkmansh!p and fabricator's abUlt~ to conform to opproved c.on&trvctIon fe1brlcotlon must be su mltted to and approved ~ the Jnspe-c.tlon servlc.es division, durtn9 placoment an campac.tk;m af cont.rollod PHI. docvments and r-etereinc.ed stcindards. The speclal Inspector she.di r-e-vlell'I 5. Pr!or to plaeomont of i:.,::m!'.rolltid t!II, o~or-Ve eubq'ad<' and X the proc.edures for c.ompletene&s ond adequae-y relative to the code -1. The constr"uctlon materials tes.tln9 laborator-':I mvst be approved b':j the City of verlf~ that elt.o noe beon pr~«od praporl~. requlremeinte for Fabricator's sc.ope oF v-iork, C.arlsbad, development services, for testing oP materials, sys.tems,, c.omponents, :l. Fdor!,c,ator must be reglster-ed and approved b=i the City of C.arlsbcid, and eiq1Jlpments. ----·-------·----. ----· -·· Developement 5ervlc.es for the fabrlce1tlon of members and aseemblles on ---·----------------------·-----------the premises of the fabrlc.ator's shop. (Section 1104.2.2) 8. A propert~ ov·mer's final report form for work required to have epeclGll lnspec.tlons, testing ond structured observe1tIons must be c.omple-te-d qi propert~ o!t'lner, proper-~ 4. Fobrlcator shall submit an 'Appl!cat!on to perform ofP-51te fe1brlc.atron1 oif'iner's ogent of rec.ord, archttec.t of rec.ord, or engineer oF record and eubmrtte to the lne,pectlon Services Dlvls!on For approval prior to c.ommencement to the lnspectron servtcee d!Vlslon. of fe1brrc.atton. ~. Jftiere materie1ls or e1ssembl!ee are required ~ the bulld!ng code to be-labeled, 5. Fabrlc.ator eh<::111 $Vbmlt o 1C..ertrf1cate of Compllanc.e or Off-Site Fabrication' svc.h materrcile and e1e,eemblle5 shall be labele by c:in a9em.c.~ approved by the to the lnepec.tlon Services O!vlslon prior-to erection of fabrlce1ted Item& C.Jty of Carle.bad In accordcince, 1-'!!th eectlon 1190. Pr-oducts and materials to be and aesemb!les. le1beled ehall be tested, Inspected and labeled In e1c.corclance 1-'!lth the procedures set forth In sec.tlon 1109.5.1 through I109.5.B lnde-ntlf~ on plans, ne1me and acldre&s-TABLE I -SPLICE LENGTHS SCHEDULE of the testing / lnepectlon agenc.~. SECTION 1706 CONTRACTOR RESPONSIBll,ITY f'G = BOOO P51, '~ = b0.000 P51 ALL LEN6THS ARE IN SCHEDULE 1"1Q6.A Contrac.tor resi;2onslblllt\,j, Each contr-ac.tor responslble for the conetructlon or a main Hind-or selsmfc..-force-res-lstlng system, desrgnated ee!emlc. s~stem BAR SIZE or a V'llnd-or seismic-resisting component listed In the etcitement of spe"-lcil lnspec;.tlons shall submit o Hrltten &totement or re-sponslbllit':j to the bu1ldtn9 oPFlctal #I~ #II and t:he oll'!ner prior to the c.Qmmenc.eme-nt of V'!ork on the syetem or c.omponent. The-contrac.tor'e, statement of respons!b!trt~ shall contCl!n thei follOV'i!ng= #B #4 #5 #b #1 #e, -~ DESCRIPTION I. Acknoi,-,ledgment of aHorenee& oP the speclal reqvlremente ,r.;ontalned. ln the ~tatement of s.pec.lc:1I !nepect!c::ms; 2. Ackno!"1ledgement thot control ..-illl be exerc!eed to obtain c.onformonce 1"4lth the c.onstructlan documents approved by the bulld!ng oFf!c.lal; TENSION SPLICE (CLAS5 "fl" BOOO PSI CONC) r :l. Frocedvres for exercising control V'!ithln the contr,:;ictor's or9anlzot!on, the method ancl fre~uenc.~ of reporting ond the cHstrrbvtron of the r-eports; and 4. ldentlflc.atlon and qualfF!cat!on& of the person(sJ exerc.lslng such control and their posltfon(s 11'1 t e organ!zcit!on, A. !lM TOP BAR 4~ALL IS: 21 2'1 9b 4b b:l e,2 104 lb9 SPECIAL INSPECTIONS REQUIRED HORIZONTAL ElAR5 I. CONCRETE I9A VERIFY SOIL CONDITIONS ARE $.ISSTANTIALLY IN GONFORHANGE El. OTHER ElAR5 lb 22 :2e, Bb 4'1 b5 e,o 10: 12• 2. BOLTS INSTALLED IN CONCRETE Y-IITH THE SOIL INVESTIG-ATION REPORT. L = SPLICE LENGTH 5. CONCRETE: MOMENT RE5I5TIN6 SFAGE FRAME NOTES, ALL 5PL.IC.ES TO BE TENSION $PLIGE5 UNLESS OTHERY'll5E NOTED. !SB. VERIFY THAT FOIJNDATION EXCAVATIONS EXTEND TO PROPE:R 4, RE;INFORCIN,S, $Tcl:L ANO PRESTRESSIN6 STEEL I. A TOP 6AR 15 A BAR Y'.ITH HORE THAN 12" OF CONCRETE C.A5T BELOW IT. DEPTH AND SEARING, STRATA SA Y'£LD TE$TlN6, OIJCTILE MOMENT REe;ISTING STEEL FRAMES ISC. PROVIDE SOIL COMPACTION TEST R.!:SlJLTS, OEPTH OF FILI-56. ALL 5TRUCiURAL J,',ELDING-INCLUDING REINFORCIN/$ STEEL- RELATIVE OEN5ITY, BEARING VALUES . b. HtdoH-STRENG-TH SOLT!N$ -------------··------IBP. PROVIDE: SOIL EXPANSION TEST REOOLTS, EXPANSION INDEX 1. STRI.JC.Tl.JAAL HAWNRY e. REINFORCIN6 <$YP5lJH CONCRETE Rf¼Ot+leNOATlON$ rOR FCWDATIOt-1$, oN ~ FLOOR 5l!AB q_ INeilJLATING CONCRETE FILL. DE5l6N FOR EACH 61.JILDINcSo SITE 10. SPRAY APPLIED FIRE PROOFING-14. 5FEGIAL GA5f:5 (DESCRIBE) IL DEEP l"OUNDATION5 (PILING-,DRILLED PIERS 4 C.AIS&ONS) 15. Or'F-SITE l"A6RICATION OF 61JILDIN.S COMPONENTS 12. 51-JOTCRETE lb. OTHl::Ft STRUCTURAL INSPECTIONS A5 REQUIRED BY Of:SlcSNER No. DESC-RIPTION OF TYPE OF INSPECTION REQUIRED, LOC-ATION,REMARKS,ETC V -. STREN<STH I CONCRETE , TAKE 5LUMP, CHECK THE MIX DE516N AGAINST CONCRETE POURED, CHECK ALL RE!lAR AND EM!lED 51ZE 4 4,500 P51 LOCATION, TAKE 5AMPLE5 FOR TE5TIN6, MAKE BURE MIX 15 NOT ALTERED DURIN6 POUR ' 1 ALL MASONRY V'lALL5. O!lTAIN PRISM TE5T5 PER THE REQUIREMENTS OF THE C!lC 2001. CHECK RE!lAR F'm = 2000 po SIZE 4 LOCATION, CHECK DIFFERENT MIX TYPE5 FOR THE MORTAR 4 6ROUT, CHECK !lLOCK TYPE U5ED, CHECK LIFT HIEHTH5 4 4 CLEAN OUT5, MAKE 51JRE THE flLOCK 15 CLEAN flEFORE THE GROUT POUR, 6ROUT TO !lE Vl!lRA TED TY'IICE PER THE 5PECIFICATION5, ADD ADDETIVE5 PER THE. 5PECIFICATION5 6ROUT SPACE PRIOR TO 6ROUTIN6 PROTECTION OF MA5. A55EMBLAGE. 19A flY THE 50IL EN61NEER TO IN51JRE THE 51TE 15 PREPARED PER THE SOIL REPORT. ALL TRENCHES ARE DONE PER THE 5PEC5 01 THE PLANS 4 THE SOIL REPORT. l:lfl flY THE 501L EN61NEER. 19C ElY THE SOIL EN61NEER l:lD ElY THE 50IL EN61NEER. I I ------·--· .. -"·--------___ ,.. -~-----------·-----------·------ STRUCTURAL ENGINEER OF WORK ~\\OFESS!o,\( ENGINEER OF WORK ~\\OHSS/ ~, . PASCO LARET SUITER & ASSOC/A TES FIRM: MALEK ENGINEE;RS INC. w ,i,\"\\AEL -1;,,,'1< ~ FIRM: @uOUILT" ~~v~i ADDRESS: 1080 PARK BL VD SUITE 714 ,..:: "' Vo. ~ ADDRESS: 535 N. HWY. 101 tr) t ~ CrJ,:f \-I.,-\ 0 c,J ~ >-, :z z w \No. 2e10 rr1 CITY, ST.: SAN DIEGO, CA 92101 ffi ~ Na. 7i651 o ~ CITY, ST.: SOI ANA f!_EACH, C:A 92Q72 1·Z7·1J_ ~ E)(p, 9-J0-15 ;o a: Exp. 12/31/15 "' ·~ 'v * * * TELEPH~ (85~ "'-c,, l'Ruc1~'l-~" TELEPHONE: _(fil.8) 453-7339 DA Tf: _4-J-n/lfil RCEIJl,'S \ EXP . .\1.:J.tlJ_ ~A~ ~~ crv,'-~" 7.,-,.s DATE If OF CALI< BY: BY: , \. DATE: OF CA\..1~ (BRIAN ARDOLINO) Rati'!_~ SE NO.: 2810 R.C.E. NO.: 71601 411[17 REG/STRA TION EXP/RATION DA TE: 9/30/15 REGISTRATION EXP/RATION DA TE: 12/31/15 INSPECTOR DATE I SH8ET I CITY OF CARLSBAD I SHgTS I ENGINEERING DEPARTMENT GRADING PLANS FOR: 201 WALNUT TOWNHOMES CDP 12-17 /PUD 12-06 STRUCT, CALCS., RETAINING WALL DETAILS APPROVED ( /4 I 1f I ,~ASON s. GELDERT · ix1,,, I , '¼IA A r-·2.1,JS ENGINEERING"MANAGER PE 63912 EXPIRES 9/30/16 DATE :11~-\1 /1\ iU. '.(. .. \11 4 OWN BY: ___BM/'--PROJECT NO. DRAWING NO. >-DATE INITIAL DA1E INITIAL DA1E INITIAL CHKD BY:\/i CT 12-03 483-lA ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: Wed, Apr 22.2015J:\Active Jobs\1939 TANGSDC\DRAWING\1939 G.pro PE 1939 " a < 0 C " ~ ·c • . S a:: "' ' w d "" • • La.I .... ' .,, t:: ~ ~ O, ::I 0 ~ w en~ ~ -< ,; ... ..,. "> I " La.I ; "" ., a:: w s ,t1 " ~ " Cl "' u .,, ,.t)f; en I ~ w f "' w 'a, u, " ~ 8 I £1B ~ ru ;:,• :ifr!F ~ fll ~ " Pl c; ~ ,, ~ !8 • :;; ~--lz '.~ !z CD ,, C ,..> :~ ~ 2i ,;-P3 -o !; JJ' ;n I e: ~ I I I I ,, z z T u ' I I' I I I u; t 8 , /;; " Fu I "" "'B I ~r. :,:; !J ' ij ~ " . ,if ~ -~ffi !'i 2. ' oC~ :,:; r 1C :;f [D CJ ~1U'.G ,. ~f· l ,:i w z I 8 co 0 .... (0 Cl ::e Ci) .Ill, co t..l • ..a. :i:, 0 JJ l:> :E z G1 z C s ca m JJ 0 i z G1 z C s ca m JJ 0 :0 ~ z G1 z C s tll m JJ 0 JJ ~ z G) 2 C s tll m JJ 7 EL 50 ' ' j qr J ' ' ! : odn ! 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TW DASHED LINE REPRESENTS EXISTING GRADE ---a 60 -- ----- --EL 55 !fl~ ~iER ~"' Iii >O~u """"' EL 50 SOLID LINE REPRESENTS TOP OF FOOTING PROFILES SCALE: HORIZ. 1"=JO' VERT. 1"=8' SOLID LINE REPRESENTS TOP OF WALL ~ SOLID LINE REPRESENTS FG !/ Ti'/ DASHED LINE REPRESENTS 0 EXISTING GRADE EL 60 :~ : ~ "1_ :_:_ ~ :. : :_:_ -· -· EL 60 ---g EL 50 Ill°"· "1 c:, "'fR ~1~~ SOLID LINE REPRESENTS FG !/ 81'1 ... ~ c,U," ... "1 C,"' ~ >O~~ """"' PROFILE6 SOLID LINE REPRESENTS TOP OF FOOTING SCALE: HORIZ. 1"=10' VERT. 1"=8' SOLID LINE REPRESENTS TOP OF WALL ~ EL 60 · - EL 55 SCALE: HORIZ. 1"=10' VERT. :1"=8 ' SOLID LINE REPRESENTS FG I! Ti'/ DAShcD LINE REPRESENTS EXISTING GRADE EL 60 8. - -EL 55 a50 PROFILE9 SCALE: HORIZ. 1"= 10 ' VERT. 1"=8' SCALE: HORIZ. 1"=10' VERT. :1"=8 ' 50/.:ID T~ ------· -. -------- GRADING PLAN (S) EL 50 ------___ -_-""REPFESENTS __________ _ EfLILBIL __ EL 45 --• --EL 55 . - ---SOLID LI/'/6--- REPRESENTS TOP OF FOOTING EL 45 ENGINEER OF WORK FIRM: PASCO LARET SUITER & ASSOCIATES ADDRESS: 535 N. HWY, 101 CITY, ST.: SOI ANA BEACH, CA 92075 T£LEPH~~: __ CIJ@) .J§J_725=9--8=2=12~------ 8Y: ]l...J, ~ DAT£: 1•(,,/'5 (BRIAN ARDOLINO) R.C,E. N0.:~7~1=6=1 ___________ _ REGISTRATION EXPIRATION DAT£: 12/31/15 'ts BUILT" ~Q !-27,IJ RCE:1\la_1,.\_ EXP IZ ·31 ·I/ DATE INSPECTOR , ---+--+-----------t---t-----+---i---il SHgEETI CITY OF CARLSBAD ~9 s ~ ~=::::::..:::::=:::E:::N:::G:::IN::E:::ER:::1:::NG:::::::;D::E:::PA:::R:::T:::M:::EN:::T==:::...'.LJL_j==::::; ~ ~ Q u ~,;;, ,: .!l t,;l tt, .r:i .ai u,~ a:: • f iflf/! ----18 EL 50 ~tit' GRADING PLANS FOR: ~ftlt.j ~ftlt.j 201 WALNUT TOWNHOMES s~?.1:, OQ),.... OQ)jB en fJ1 111 "°"! '---SOLID LINE -. -------"'-------SOLID LINE ~1~ ~1~ CDP 12-17/PUD 12-06 RETAINING WALL PROFILES 1-;: -~ REPRESENfS ------~ "'. --Ol,J-----;;: 18 -·L 50 REPRESENTS SOLID LINE !IA Ltr;ASON S. GELDERT --1. . z;a' 15 !:!:!:3 •. ;r'.·'_·.! --TOP OF FODrINB-----------:fR~ij;I'.: :;, ~ c, FG !! BIi REPRESENTS [,j_lg_i.JiJ:' L. I ..., ~ " 0 ~fi\Jt--;;,: i,l,[;:l!,)j !,)j TOP OF FOOTING ENGINEERIN MANAG R PE 63912 EXPIRES 9/30/16 DATE /1' ~ · PROFILE3 ~~~~~ <Sff;;i ;;i PROFILE 8 ..)IL t DWN BY: BM~ PROJECT NO. I DRAWING NO, B ,i i'l'. SCALE: HORIZ. 1"=10' >O';!u. u DATE INITIAL DATE INITIAL CHKD BY c 'f. en ~,;. "ERT. 1"=8' (/J[IJl'C ~ SCALE: HORIZ. 1"=10' REVISION DESCRIPTION : CT 12-03 483-1A -""' l _____________________________ •:,:_..:__:_ ____________________________________________ ~v:ER~r:.~1~"=~8~·-----------------..LE:NG:1N:E~E:R~o:F~w:o:RKl ___ _:~:_::.:.:_.:_:~:_::;__:...:_ ___ -;,J~o1H~rn~AP;P;Ro~v~AL~;c~1TY~A;,PP;R~o;vA;L~~R~v~w~D~B~Y:~~~~~TT~~;:;;::;;;;;;;:;;:;;;;;~;:;;;:::~~~ a:; ~~- sat, Apr 4,2015N:\Active Jobs\1939 TANGSOC\DRAWING\1939 G.pro PE 1939 ' 0 :e ID G'I 0 .i:,. ... 0) : ID W • .... J> -, 0 ~ ~ 2 GJ 2 C $ co m :0 0 :0 ~ 2 GJ 2 C $ co m :0 0 :0 ~ 2 GJ 2 C $ co m :0 0 :0 i 2 GJ 2 C s co m :0