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HomeMy WebLinkAboutDWG 478-7A; MS 12-05; RAILYARD LOFTS; 01-03r GRADING NOTES EROSION CONTROL NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK BENJAMIN AT WORK TO BE DONE CARLSBAD MUNICIPAL CODE.) THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE (858) 699-6272 THE GRADING WORK SHALL· CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/OUSL Y APPROVED BY THE CITY AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS REMEDIAL GRADING, DRAINAGE FAC/LlnES, EROSION CONTROL FACILITIES, AND OF CARLSBAD RfGARDING GRADING SHOWN ON THIS SfT OF PLANS. WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF TH£ TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TER/ALS SHALL BE STOCKPILED ON AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY GRADING OPERATION, IT SHALL BE REMOVED WI THIN TWENTY FEET OF BUILDING SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY OF PLANS AND THE CITY STANDARDS, SPECIF/CA T/ONS, REQUIREMENTS, RESOLUTIONS STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER DEVICES WHEN RAIN IS EMINENT. AND ORDINANCES CITED ON THESE PLANS. PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL TH£ GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. THE CITY ENGINEER. OF THE ENGINEERING INSPECTOR. DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY TH£ CITY 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER ENGINEER. WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ~ DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE . -----ld~ 1. CARLSBAD MUNICIPAL CODE _.; .,..~ SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED REQUIRED BY THE Cl TY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR "' -2. CITY OF CARLSBAD ENGINEERING STANDARDS 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. r--.. WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 3. THIS SET OF PLANS CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE LEAST 2 FULL PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS ~ " '-WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR CREATE A 0 ,. m 4. RESOLUTION NO. 6942 DATED JANUARY 30, 2013 FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE HAZARDOUS CONDITION. '" 0 0 ,, FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. ~ '" -,, PERM/ TTEE'S POLICY IN $1,000,000.00 m '" m THE MINIMUM AMOUNT OF FOR EACH ,. < 0 ~ 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN ~ OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRIT/NG THE pot ICY MUST UNDERGROUND SERVICE ALERT (800)422-4133 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL m m z '" SIT;:: ~ r 0 BOOK). SDG&E BE /NCORPORA TED HEREON. ~ '" z HAVE A RATING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER (800)660-7343 '" ~ C' '" '" AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. AT&T (800)892-0123 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE n C' >---~ H 6. SOILS REPORT AND RECOMMENDA T/ONS BY: EAST COUNTY SOIL CONSUL TAT/ON OF "' z TIME WARNER CABLE (76~}438-7741 ,. ,. BEECH AVE ~ 5. UNLESS EXEMPTED 301.(b)5 SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ~ '" m AND ENGINEERING INC, DATED 3/21/2013 BY SECTION OF THE UNIFORM BUILDING CODE, COX COMMUN/CATIONS (760 806-9809 r cc ,. n '" H '" RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE a, z r ~ 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ,. m r ,. PERMITS FROM THE BUILDING DEPARTMENT. □ ~ m ~ THE CITY OF CARLSBAD STANDARDS. 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY 0 -< m CD z PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. r "' 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM "SAN DIEGUITO WATER DISTRICT (760)633-2650 < '" GRAND AVE. 8. CALIFORNIA COAST17 /fOMMISSION DEVELOPMENT PERMIT CONDITIONS 0 THE CITY AND OTHER APPROPRIATE AGENCIES. 'tEUCADIA WASTEWATER DISTRICT (760)753-0155 ,, 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. "' -< DATED 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY "VALLECITOS WATER DISTRICT (760)744-0460 WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION 'OLIVENHAIN WATER DISTRICT (760)753-6466 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED CAT. EXEMPT HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 'BUENA SAN/TA TION DISTRICT (760)726-1340 OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE *AS APPROPRIATE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE CARLBAD VILLAGE OR. 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, BY COASTAL LAND SOLUTIONS, INC. DATED 8-12-13 OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE 33. PERMIT COMPLIANCE REQUIREMENTS: STA TE DF CALIFORNIA. WDID NO. 9 375 N/A APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, 11. STORM WATER .~ANAGEMENT PLAN PREPARED 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, BY " A DA TED N/A SIGNED BY THE CITY ENGINEER. OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ TEMPORARY EROSION CONTROL CARLSBAD MUNICIPAL CODE. PLANTING AND IRRIGATION 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK AND 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS CAL TRANS CONSTRUCT/ON SIT£ BMP MANUAL. BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE B. PRIOR TO FINAL APPROVAL Q£ A GRADING PERMIT -THE FOLLOWING VICINITY MAP CITY. REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD NOT TO SCALE LEGEND THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. (1) SPECIF/CATIONS AND THE FOLLOWING: 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL HYDROSEEDING SHALL BE APPLIED TO: GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING A. OF: (A) SUMMARY SHEET, (B) LA80RA TORY WORK SHEETS AND (C) COMPACTION AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN DESCRIPTION SID. SYMBOL QUANTI1Y CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE THEY ARE: CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS LETTER FROM CITY ENGINEERING DEPARTMENT). a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PROPERTY BOUNDARY --MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING (2) PUBLIC WALL OR STREET. EASEMENT LINE ----- INSPECTOR WITHIN TWO WORKING OA YS OF THE COMPLETION OF FIELD TESTS. AS-BUILT GRADING PLAN. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION RE GARO/NG (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES EXIST. CONTOURS ----BB---- ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF EXIST: EXISTING STORM DRAIN ------~--- SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL --------- OF THE STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. FLOWLINE/ DRAINAGE DIRECTION SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL '( ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT VISIBLE TO THE PUBLIC. ORIVEWA Y APPROACH SDRSD GS-J2 j · .• ·.·• ' ' ,-". ·-A J .. ,. ·. ~ • EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS AND ANY SUPPLEMENTS THERETO. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER 0 J ., WATER SERVICE W/ 5/8 ,. METER CMWD DWG. W-3 J INVEST/GA TION. DAILY FIELD COMPACTION REP OR TS WILL BE SUBMITTED TO THE (4) REPORT WITH AS-BU/LT GEOLOGIC PLAN, IF REQUIRED BY THE THAT WARRANTS IMMEDIATE TREATMENT. PROJECT INSPECTOR. CITY. B" SEWER LATERAL (PVC SDR 35) CITY STD. S-7 @ J 14. A PfsECONSTB.iiCJlON MEEiiNG SHALL BE HEIQ AI W.E S/IE PR/QB ro TH£ 34. UNLESS A GRADING ONE (1) 8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING J" GAS SERVICE © J RFGINNING OF WORK t,ND SH/JI I B£ IJITFND.ED Ill'. Ill I BEEBESFNIIJ 11 '1£.S PERMIT FOR THIS PROJECT IS ISSUED WITHIN CRITERIA: RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: 12"' PVC STORM DRAIN (53 LF) ---J - TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR -----t,SPECTS OE T/iE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) ANY SUCH RECHECK. WATER/NG FROM QUICK COUPLERS/HOS£ BIBS OR A CONVENTIONAL WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR f\TLL THEN BE 35. THE SOILS REPORT TITLED, "LIMITED GEOTECHNICAL INVEST/GA T/ON PROPOSED RAIL YARD SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING 100% TRENCH RESURFACING CITY STD. ~~~~ 57 L.F. CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE LOFTS RESIDENTIAL DEVELOPMENT, 2685 STA TE STREET, CARLSBAD, CA 92008", DA TED COVERAGE. GS-25, 26, 27 PRE CONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO FEB. 26, 2013 AND MARCH 21, 2013 , SHALL BE CONSIDERED AS A PART OF THIS b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A LEGAL DESCRIPTION SCHEDULING, THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS a:1--4 6" C900 ◄ AT THE MEETING. RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. PROVIDING 100% COVERAGE. THE SOUTHERLY 51 FEET OF LOT 6 OF SEASIDE LANDS, IN THE CITY OF 6" DOUBLE DETECTOR CHECK VALVE CMWD DWG. W-22 8 J CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING WITH GATE VALVE (B" W/THRUST BLOCK) CMWD W-J6 15. Al L INSPECTION REQUESTS OTHEB THAN FOB PRECONSTB.UCTION MITT/NG WILi BE "DECLARATION OF RESPONSIBLE CHARGE" 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY TO OFFICIAL MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE SAN M/JQE Bl'. Clll l lf'J.G lliE Ef'J.GJ.NFFR/f'J.G 2~-1:/01/B IN SEEC.11Q/JL REQI/FSI I /NE /JI ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED DIEGO COUNTY RECORDER ON JULY 28, 1921. (ZQQ) i:HJ-38~1. INS.PECJlQN REOUEST Ml/SI llr. RECEIVEQ PRIOR TO 2; QQ P M I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I SCHEME TO PROV/OE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE MULTI SERVICE Y: FORD YJJ-474 lP--ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH£ PROJECT AS DEFINED WITH (4) -5/B" WATER METERS J THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. CONSISTENT WITH CURRENT STANDARDS. THE PROPOSED SYSTEM. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, RESPONSIBILITIES FOR PROJECT DESIGN. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FIRM: COASTAL LAND SOLUTIONS INC. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: BENCH MARK 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING ADDRESS: 573 SECOND STREET . a. 20 lbs. PER ACRE OF ROSE CLOVER A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING b. 20 lbs. PER ACRE OF ZORRO FESCUE DESCRIPTION: CITY OF CARSLBAD BENCHMARK CLSB-130 LS 6215 EG = EXISTING GRADE ELEVATION CITY, STA TE: ENCINITAS, CA 92024 THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA LOCATION: 2.5" DISC IN SE CORNER OF DRAINAGE BOX INLET IN NE FG = FINISH GRADE ELEVATION OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE TELEPHONE: 760-230-6025 d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA CORNER OF GRAND A VENUE & WASHINGTON STREET FS = FINISH SURFACE ELEVATION EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION st!'RsoNES e. 3 lbs. PER ACRE OF AL YSSUM ii CARPET OF SNOW) RECORDED: FE/;/_. B, 2002 FF = FINISH FLOOR ELEVATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR BY: DATE: 9-17-13 f. 1/2 lb. PER ACRE OF DIMO PHOLECA EP = EDGE OF PAVEMENT ELEVATION MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON ELEVATION: f3 Q~' (iQ ~1') DA TUM: NA VD88 (NGVD29) AC = ASPHALT ELEVATION AGENCY PRIOR TO EXCAVATION. IE THE PLt,N \!ARlES £ROM THE StiOR/W, S.YSTEM 65124 LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE TC = TOP OF CURB ELEVATION R.C.£. NO.: STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 FROM EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES. CALIEOB.NIA AQMIN!S.IB.A Tl VE CQQE. TH/;. PLAN S.H~LL BE PREPARED BY A REGISTRATION EXP/RATION DA TE: 9-30-11,, h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A REGISTERED Ef'J.GINEEB. AI [HE CON[RACTORS E/!EENSE, A COPY OF THE OSHA NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO SOILS ENGINEER'S CERTIFICATE OR BROADCASTING BEFORE HYDROSEED/NG. REFERENCE DRAWINGS EXCAVATION. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN /, MAMADOU SAL/OU DIALLO , A REGISTERED (CIVIL/ UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF DESCRIPTION: OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA TIDNS. BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT PRINTED ON SAID CONTAINERS. 1. R. D.S. NO. 17271 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE 2. CITY OF CARLSBAD DWG. NO. 215-9 DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEQIA TEL Y, AND THE SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART FEBRUARY 26 , 2013 AND MARCH 19 , 2013. TWO UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. ENGINEER TO DO SO. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE CE ~E CITY TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING ENGINEER. SIGNED: ~ HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, TH£ STRAW INTO THE SOIL. EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED <?"-\lrESS/0,11, I 2704 I 54071 GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND ~ ,pu s. o-1:."'< ~ G.E./P.E. NO.: 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WI TH 15% SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING /!?i"' -1< t, DATE: 9-17-13 SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY eJ < ~ LICENSE EXP/RATION DA TE: 12-31-13 D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY: NOTE: THIS PROJECT IS NOT A PRIORITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) IB ::!: No.GE 2704 ° i:::J DEVELOPMENT PROJECT. 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THI;. "' Exp. 12/31/13 "' 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF * ~ ~ * a. TRACK WALKING SLOPES STEEPER THAN 6: 1 EARTHWORK QUANTITIES "AS BUILT" WORK. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY <i'~ OT£cH't1\\5lf}' FRIABLE. CUT: 1025 CY &/~~ 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE l/j OF C~L•~=-C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. T/iE CON[RACTOR FILL: 30 CY /Z-7-/5" ABOVE. SHALL fl& RESPONSIB!,/;. FOR ANY Df.B.R/S OR Ddl,/AGE OQCURRINQ ALONG THE HAUL OWNER'S CERTIFICATE 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: IMPORT: 975 CY V ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. RCE057z.f EXP. 'I· 3o-/7' DATE 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE I HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP EXPORT: 995 CY TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL BUT NOT SATURATED SEED BED. REV!~ GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING REMEDIAL: 731 CY 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF THIS SITE. COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR '1/z~f(p WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MARK-n;;NJ:;;( ~ . GROWTH. d/,~ FO!E;.JA-'IJO!?MtJ ' 1. 18. 13 MINIMUM ONE PERCENT SLOPE. INSPECTOR DTE 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION DATE [, HYDRDSEEDED AREAS SHALL BE MAINTAINED TD PROVIDE A VIGOROUS GROWTH UNTIL THE CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE I SHlET I CITY OF CARLSBAD I SH3TS I THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. SOURCE OF TOPOGRAPHY THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. LAND DEVELOPMENT ENGINEERING 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PLSA, SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND INC., METHODS FROM INFORMATION GATHERED ON MAY 18, 2009, GRADING PLANS FOR: ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED BY CONVENTIONAL SURVEY METHODS. ',11'-()r ESS I O,v. RAIL YARD LOFTS AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP fl;> "<v~ R . vo '4( 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED ACCURACY STANDARDS. 2685 STATE STREET §°? ,i,0'~ WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE PROJECT LOCATION RP 1?-28 AS SHOWN ON THE APPROVED GRADING PLANS. {::; R ul ~ 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) t1ts COASTAL LAND SOLUTIONS, INC. ~ CJJ No. 65124 Ri APPROVED~ t. ~,£, ~ GLEN K. VAN PESKI BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR ZQJ-054-07-00 573 SECOND STREET "' Exp. 09/30/15 :o /0/,Z/(3 THIS PROJECT, DRAWING NO. Nf.A ' AND/OR AS DIRECTED BY THE CITY THE CALIFORNIA COORDINATE lfDE/.,.,,OF THIS PROJECT IS: ENCINITAS, CA 92024 * * CITY ENGINERPE 41204 EXPIRES 3/31115 ~ IJ'A TE ENGINEER OR PLANNING DIRECTOR. N ZQQJ ~ PH (760) 230-6025 .s,l:¢ i'f CIVll.. (§<;~'?' /j\ ~ S • I?, U:C.L T OWN BY: ~ n PROJECT NO. FAX (760) 230-6026 OATE INITIAL DATE INITIAL OATE INITIAL DRAWING NO. OF c1,,1_.\r REVISION DESCRIPTION CHKD BY: ll~~ MS 12-05 478-7A CLS#1151 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: --~, . .. . ~ , . -· '\~.-· W,ih GRAPHIC SCALE re 36. 97 TC 36.96 ENCROACHMENT OF PRIVATE STORM DRAIN INTO PUBLIC EASEMENT PEA PA 13-39 © 1" = 10' ---! ! CLS#1151 0 10 20 30 COASTAL LAND SOLUTIONS, INC. 573 SECOND STREET ENC IN IT AS, CA 92024 PH (760) 230-6025 FAX (760) 230-6026 R. vo [:j 1-:. ~ 'z [£: cri No. 65124 r:g o:: Exp. 09/30/15 ::o CIVl\.. OF C/1\..'i: S.R.J. Drawn By ' I I I ~ I I n I I w "' I I I en ~ I I ·--I I I I I I I I I I I 30' I I I I I I I I I I I I I I I I TC 38.21 / TC 38.03 30' NOTE: EXISTING SEWER LATERAL THAT SERVES SITE WILL NEED TO BE POTHOLED BY THE CONTRACTOR AND CAPPED AT THE MAIN. @ EXISTING DRAINAGE EASEMENT GRANTED TD TH~ COUNTY OF SAN DIEGO ON OCTOBER 13, 1932 IN BOOK 160, PAGE 228 OF OFFICIAL RECORDS & r--------------rl--=--=--=--=-i-=--=--=-1--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-i-=--=--=-~c-=--=--=i-c._-=._-=._-=._1--=--=-~T,:::;,:;:;;;:;;::;-;::::::::;:;::;;:;:::;::::::;::::;;::=::;::;::::;:;:;:;;;;::::;::;;::;-;::;;;:;:;;;;;;-i 1-_ _.:..A..:.::s:...__-s---=-u_T_L_, -------t----+--+---------------+-----+----t-----t------1 [ sH2EET [ CITY OF CARLS BAD [ sH 3EETs [ ENGINEER OF WORK By:-~~=--;,,~.-~--Date: 9-17-13 BENCH MARK 12-7-/S- DI/TE. '!-30-/7 fY,P. DESCRIP110N:CITY OF CARSLBAD BENCHMARK CLSB-130 LS 6215 LOCA110N: 2.5" DISC IN SE CORNER OF ORA/NAG£ BOX INL£T IN NE COR. OF GRAND AVENUE &r WASHINGTON sm££T RECORDED: FEB, B, 2002 ELEVA110N: 4309' (4091') DATUM: NAVDBB (NGVD29) AS -e,urcT DA 7E INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL ~~~~~L~A"'N~D ~D~E~V:::E:::L:::O:::P:::ME:::N:::T=E=N=G=IN=E=E:::R:::IN=G='-.':::===; GRADING PLANS FOR: RAIL YARD LOFTS 2685 STATE STREET RP 12-28 APPROVED:~ x z4,. M GLEN K. ~,uisK, CITY ENGINEEPE41204 EXPIRES 3 31 15 1 DATE DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: OE/1. MS 12-05 4 78-7 A RVWD BY: ~ NG) 0.1::i,. .......... W 00 I ...... )> CLS#1151 PROJECT SITE '}I", I I I PROPERTY LINE ~ 60' 8' 22' 22' 8' ~.,, --~ 'Z EX SIDEWALK ~ EXISTING G-2 CURB & GUTTER STATE STREET -TYPICAL SECTION , -32' SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL -----------i-------'-1-"--6' __ ~-+----1'--"6'---' ----1 -PROPERTY LINE ,..,----EX 8' SEWER FORCE MAIN U APPROX. LOCATION ,, , ,,..----EX 1 O" VCP SEWER MAIN ~ "--EX 66" RCP U APPROX. LOCATION STORM DRAIN APPROX, LOCATION SECTIONS I DETAILS PROPERTY LINE__J ir---PROPERTY LINE I UNIT 1 ENTRY STAIRS I I FF 38.2 FF 38.1 FF 38.1 I I . -----_, t:;====:::::::::::====::~::::::::::=====::=:::=,-1-l -J-----------------L CROSS SECTION A PROPERTY LINE~ I --~J / lJ FS 37.1 1.57. 3.4' CROSS SECTION B ' FS 36.8 17. SCALE: 1"=10' k-PROPERTY LINE I -I --FS 37.1 -" f _ --- L 11-----,JENSEN CONCRETE STORMWATER DETENTION STRUCTURE \ IE 33.4 SCALE: 1"=10' I I I -,-- I I I+ -- -- r-t 11 1111II1TT111 1~1.J::: t-t I I I I I I I I I I I I I I I I I I I I I I I IQuf ---J SLOT --j---i---~LAY I CUT 1 I 2 I 3 I LA YER I 1 I I I I · I SAND W/ SILT 6' 6' MAX MAX SLOT EXCAVATION --CROSS SECTION A-A Ft F G -------,. _ Gu_!_ __ £::_ CLAY ~ '--._ '--. '; LA_!E::_Rc.,,;:/0-_'--,-':~ "., ".".-,,,". '---=·"-~ '-'-:.i' SAND W/ SILT FG EX. I PARCEL SLOT CUT BACKFILL AREA SCALE: 1 "=10' ALLEY -TYPICAL SECTION SLOT EXCAVATION PLAN SLOT EXCAVATION -CROSS SECTION B-B SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL SCALE: 1 "=30' ~ ,ir, ~ 1--I --PROPERTY LINE PROPERTY LINE~ I", ALLEY 32' GARAGE UNIT 1 FF 38.2 ~~~~-ffi~~ I I I STATE STREET I -INSTALL 6" PVC PLANTER L SLOPE I FS 36. 7 FS 36.5 48' MANHOLE JII =·-· '"~~~-=~--~~ F-:••4'"":·""-"'~--~,--~::~.:i::_:=·•~-/~;1~7.~====~l~:~~-:l,,r-S r~;IM~~3~6.6~' =~~2.~77.~, ======::::::::::::::::;:~ug1==::::::=::=::::::::::::::::::::=====:::.:;::_ =7:JL ----------- -----1----.--JENSEN CONCRETE STORM ~ ACTUAL-SLOPE OF PIPE TO BE FIELD VERIFIED BY\ 11 7'1 3.4 r----.___ WATER DETENTION STRUCTURE OR EQUAL CONTRACTOR DUE TO APPROXIMATE LOCATION ' i W/ MINIMUM VOLUME Vmin=135 cf, lt=~=~~~===~===-----1'-------l!:'f~=:'::S'.;:~2 Vcapacity=136 cf (B'x10'x1.7') '· rr----EX 8" SEWER '\____ INSTALL 12" PVC -------BOTTIEO __ M 303F.4~ox IE ±29 1, 1' INSTALL 2,5" PVC · · · --IL~ /, -z FORCE MAIN STORM DRAIN H OUTLET PIPE -r1:::E,. EX1011 VCP ~'---EX 66 RCP 0-------SEWER MAIN INSTALL 3' X 3' BROOKS STORM DRAIN BOX OR EQUIVALENT CROSS SECTION C SCALE: 1"=10' Horiz, 1"=5' Vert SCALE: 1"=10' j -,------WATER MAIN i. A ,., A W'---W'·'---/~ I V .' .. \ GATE_) VALVE ±2' ±19' ----t-~-~~----i., I--+-'--~ 2" COPPER DOMESTIC WATER ;=~::--FORD J ~ 'ilii' Y!!-474 --1~6' MIN. SEPARATION "-u > Q_ "' WATER SERVICE DETAIL INSTALLATION NOTES: THE TOP OF THE 2" ANGLE BALL VALVE SHOULD BE ABOUT 30" BELOW GRADE AND ABOUT 1-FOOT BEHIND SIDEWALK. VALVE SHOULD BE C-900 PVC WITH 3RT TYPE VALVE BOX ANO LID. PARTS: -MULTI SERVICE Y: FORD Yll-474 -ANGLE BALL VALVE: BA11-777W -2" COMP x MIP ADAPTER -2"X3" NIPPLE -1" COMP x MIP ADAPTER -1" PLUGS -COPPER -1" ANGLE STOPS NOT TO SCALE 320 GALLON SAND-0 IL INTERCEPTOR MODEL .JP320EE-SC TRAFFIC RA--:::;, ACCEP-c:D 3Y UPCc) 24" CAST IRON FRAME & COVER SIDE VIEi", r WITH GASKET (TWO STANDARD) ! (C.UTAViAY) I 12" MIN. 1-"lHEN 5UBJEC T TO TRAFFIC I : "'5 REG/I/RED ' I IIUT -, -IC 'nl;;l.-,,;;;;:;;--14"pyc INLET IIMRT -. 1--'+·~___..._ ________ ...---i.;-------~r_,·"H -·-· & OUTLET , I • -1 "'" ~• I '. FITTINGS --STANDARD . ~. 41_e:,11 • I ' . L :· 5'-4" .. s·-1 11 ' •- c=--------1'-011 -------=, -1, --7 I -Cr• , l -·~ I I TOP VIEi", (COYl:F<S t RISERS F<EMOVED) □ LIOUID CAPACITY, 920 GAi.LONS. I c:ot! I ! I ___J - □ TANK DESIGNED FOR H-20 TRAFFIC Y1HEEL LOAD 111TH DRY SOIL CONDITIONS (v.ATER TABLE BELOY1 TANK) EARTH COVER OVER TANK NOT TO EXCEED b FT. 'S'-0" MINlr-«IM EXCAVATION SIZE, 61-11 X ll'--81 X 6'. □ SUITABLE NATIVE OR SUB-BASE SHA!.L BE PREPARED TO HANDLE ANTICIPATED LOADS. THE EXCAVATION SHALL BE BEDDED 111TH SUITABLE GRANULAR MATERIAi. AND SHALL BE COMPACTED TO ~0% MAXl'1UM DRY DENSITY, OR TO REOUIREMENTS OF THE PROJECT GEOTECHNICA!. ENGINEER. 10-c1-o:;, 150CG ____ :='-~.d~g © 2ocs Jerse--Frec,:;,s,t AS-BUILT ~ CITY OF CARLSBAD ISH3EETSI l------'---'--"-------------t-----t---t-----------------t----t------t----t-------1 L_.;;Lj LAND DEVELOPMENT ENGINEERING t-------t--+-----------------+---+----+---+-----l COASTAL LAND SOLUTIONS, INC. 573 SECOND STREET ENC IN IT AS, CA 92024 PH (760) 230-6025 FAX (760) 230-6026 S.R.J, Drawn By ENGINEER OF WORK Date: 9-17-13 BENCH MARK IZ -7-15 DATE. '1'-1d-l7 EXP. DfSCR/PnON:C/TY OF CARSLBAD BENCHMARK CLSB-130 LS 6215 LOCA noN: 2.5" DISC IN Sf CORNfR OF DR~/NAGE: BOX INLfT IN NE COR. OF GRAND A VENUf &< WASHINGTON STREfT RfCORDED: ffB. B 2002 fLfVAllON• 43 09' (ID 9/'l DATUM: NAVDBB INGVD29) t-------t--+-----------------+---+----+---+-----l GRADING PLANS FOR: 11\ P$ ~ e,uIL T DA lE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK :t REVISION DESCRIPTION -, OTHER APPROVAL CITY APPROVAL RAIL YARD LOFTS 2685 STATE STREET RP 12-28 APPROVED~ 71. -z4, ™ GLEN K. ~;~ ~~Kl CITY ENGINEEPE 41204 EXPIRES 3/31 /15 • D TE OWN BY: $ R ,1 CHKD BY: 'l)f,/L RVWD BY: PROJECT NO. MS 12-05 DRAWING NO. 478-7A i w G') O,a::i. ............ woo .!.J )>