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HomeMy WebLinkAboutDWG 483-6A; CT 08-06-01; HIGHLAND JAMES SUBDIVISION; 01-02GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. 7HIS PLAN SUPERSEDES ALL 07HER PLANS PREVIOUSLY APPROVED BY 7HE CITY OF CARLSBAD REGARDING GRADING SHOWN ON 7HIS SET OF PLANS. 2. APPROVAL OF 7H/S PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 7HE CARLSBAD MUNICIPAL CODE, RESOLUTION OF COND/7JONAL APPROVAL, CITY STANDARDS OR 07HER ADD/7JONAL DOCUMENTS LISTED HEREON AS 7HEY MAY PERTAIN TO 7HIS PROJECT. 7HE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 7HESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. .3. CITY APPROVAL OF PLANS DOES NOT RELIEVE 7HE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR 7HE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 7HE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM 7HE CITY ENGINEER l\fLL BE REQUIRED FOR ANY WORK IN 7HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS K-E:LL AS ADD/7JONAL INSURED ENDORSEMENT MUST BE FILED NAMING 7HE CITY OF CARLSBAD AS AN ADD/7JONAL INSURED ON 7HE PERMITTEE'S POLICY IN 7HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THF INSURANCE COMPANY WRITTNG THF POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION .301.(b)5 OF 7HE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM 7HE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM 7HE CITY AND 07HER APPROPRIATE AGENCIES. 7. APPROVAL OF 7HESE PLANS BY 7HE CITY ENGINEER DOES NOT AU7HORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL 7HE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS l\fLL BE MADE TO 7HESE PLANS l\f7HOUT 7HE WRITTEN APPROVAL OF 7HE CITY ENGINEER, NOTED l\f7HIN 7HE REVISION BLOCK, ON 7HE APPROPRIATE SHEET OF 7HE PLANS AND 7HE TITLE SHEET. 9. ORIGINAL DRAl\fNGS SHALL BECOME 7HE PROPERTY OF 7HE CITY UPON BEING SIGNED BY 7HE CITY ENGINEER. 10. 7HE ORIGINAL DRAl\fNG SHALL BE REVISED TO REFLECT AS-BUILT COND/7JONS BY 7HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 7HE WORK BY 7HE CITY. 11. ACCESS FOR FIRE AND 07HER EMERGENCY VEHICLES SHALL BE MAINTAINED TO 7HE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE l\f7HIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 7HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 7HE FIELD OF APPLIED SOILS MECHANICS. 7HE SOILS REPORT l\fLL BE SUBMITTED TO 7HE CITY ENGINEER/NG INSPECTOR l\f7HIN TWO WORKING DAYS OF 7HE COMPLETION OF FIELD TESTS. 1.3. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN 7HE SOILS REPORT IS REQUIRED PRIOR TO 7HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER 7HE DIRECTION OF A PROFESSIONAL ENGINEER OF 7HE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN 7HE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE l\f7J-/ 7HE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND 7HE " EAR7HWORK SPECIF/CATIONS • ATTACHED TO 7HE PRELIMINARY SOILS IN\IESTIGA TION. DAILY FIELD COMPACTION REPORTS l\fLL BE SUBMITTED TO 7HE PROJECT INSPECTOR. 14. A PRECQNSTRUCllQN MFF11NG SHAii BF HF1 D A I THE S/7f PRIOR TO THF BEGINNING OF WORK AND SHAii BE ATTENDED BY All RfPRESfNIAllYES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL 07HER ASPECTS OF THF WORK 7HE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING 7HE INSPECTION LINE AT (760) 4.38-.3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. 7HE CONTRACTOR l\fLL 7HEN BE CONTACTED BY 7HE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR 7HE PRECONSTRUCTION MEETING. APPROVED DRA l\fNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 7HE GRADING PERMIT l\fLL BE PROVIDED BY 7HE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECllON RfOllfSTS OTHFR THAN FOR PRFCQNSTRIIC110N MEEllNG WILL BE MADE BY CAIi ING THF FNGINFFRING 24 HOLIR INSPFCllQN RfOIJfSI LINF AI ' (760) 438 3891, fNSPECVON RFQUFST MUST BF RFCFIVFQ PRIOR TO 2: 00 P.M, ON 7HE DAY BEFORE 7HE INSPECTION IS NEEDED. INSPECTIONS l\fLL BE MADE 7HE NEXT WORK DAY UNLESS YOU REQUEST 07HERl\fSE. REQUESTS MADE AFTER 2: 00 P.M. l\fLL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 29. 7HE OWNER/APPLICANT SHALL INSURE 7HAT AU CONTRACTORS SHALL COORDINATE 7HE WORK OF 7HESE GRADING PLANS llf7J-/ 7HAT SHOWN ON 807H 7HE LANDSCAPE AND /RR/GA TION PLANS AND 7HE IMPROVEMENT PLANS AS REQUIRED FOR 7H/S WORK IN ACCORDANCE W/11-{ 7HE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE llf7J-/ A MINIMUM D-LOAD OF 1,.350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEP7H IS LESS 7HAN 75 FEET AND BACKFILLED llf7J-/ J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD .30.34 FOR SDR .35 SOLID WALL PIPE. J1. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF 7HE GRADING OPERATION, IT SHALL BE REMOVED l\f7HIN TK-E:NTY FEET OF BUILDING OR STREET AREAS AND REPLACED 111TH PROPERLY COMPACTED SOILS. IN 07HER AREAS 7HE PIPE l\fLL BE PLUGGED llf7J-/ CONCRETE OR REMOVED AS APPROVED BY 7HE CITY ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) l\f7HIN 7HE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT 7HE REVISION OF 7HE GRADING PLANS IF IT IS FOUND 7HA T 7HE ACTUAL LOCATION$ ARE IN CONFLICT llf7J-/ 7HE PROPOSED WORK. JJ. 7HE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 7HEIR FACILITIES AND SHALL COORDINATE 7HE WORK llf7J-/ A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-41JJ SDG&E (800)660-7.34.3 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)4.38-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)4.34-2980 "CITY OF CARLSBAD(SEK-E:R, WATER & RECLAIMED WATER) (760)4.38-2722 "SAN DIEGUITO WATER DISTRICT (760)6.3.3-2650 'I.EUCADIA WASTEWATER DISTRICT (760)75.3-0155 "VALLEC/TOS WATER DISTRICT (760)744-0460 'OLI\IENHAIN WATER DISTRICT (760)75.3-6466 'BUENA SAN/TA TION DISTRICT (760)726-1.340 *AS APPROPRIATE .34. PERMIT COMPLIANCE REQUIREMENTS: A FOR CONTROLLED GRADING -7HE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE .. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -7HE FOLLOl\fNG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA 7HE PROJECT INSPECTOR {15.16.120 ~.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 llf7J-/ CITY CODE AND 7HE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BU/LT GRADING PLAN. (.3) REPORT FROM 7HE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/7JES, A STATEMENT AS TO 7HE EXPANSIVE QUALITY; OF 7HE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY 7HE SOILS ENGINEER 7HAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN 7HE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS 7HERETO. ( 4) REPORT l\f7J-/ AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 7HE CITY. .35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED l\f7HIN ONE (1) YEAR AFTER 7HE CITY ENGINEER'S APPROVAL, 7HESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES l\fLL BE REQUIRED FOR ANY SUCH RECHECK. .36. 7HE SOILS REPORT TITLED "SITE INSPECTION, PROPOSED RESIDENTIAL BUILDING SITE, .3890 HIGHLAND A VENUE, CITY OF CARLSBAD" DA TED SEPTEMBER 2, 2005 FILE NO. 1106F.3-05 AND ADDENDUM LETTER DA TED MAY 27, 2014, PREPARED BY SOIL TESTERS ARE CONSIDERED AS A PART OF 7HIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 111TH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KENNETH ALAMEDA 619-692-9701 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED l\f7HOUT 7HE APPROVAL OF 7HE ENGINEERING INSPECTOR. 4. 7HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 7HE SATISFACTION OF 7HE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL • 5. 7HE CONTRACTOR SHALL INSTALL ADD/7JONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED . BY 7HE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. 7HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS COND/7JON. ' 7. ALL EROSION CONTROL MEASURES PROVIDED PER 7HE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND 7HE PROJECT PERIMETER MUST DRAIN AWAY FROM 7HE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 7HE END OF EACH WORKING DAY WHEN 7HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA \/EL BAGS SHALL BE BURLAP TYPE llf7J-/ J/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 7HE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE llf7J-/ SECTION .35.02.3 OF 7HE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF 7HE STANDARD SPEC/FICA TIONS AND THE FOLLOl\fNG: A. HYDROSEED/NG SHALL BE APPLIED TO: 1. ALL SLOPES 7HAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN 7HEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. . AREAS GRADED FLATTER 7HAN 6: 1 WHEN ANY OF 7HE FOLLOl\fNG COND/7JONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) Wl7HIN 60 DAYS OF ROUGH GRADING. b, IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO 7HE PUBLIC. c. HA VE ANY SPECIAL COND/7JON IDENTIFIED BY 7HE CITY ENGINEER 7HA T WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES 7HA T ARE GRADED 6: 1 OR STEEPER AND 7HA T ARE: a. 7HREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE . b. GREATER 7HAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS 7HAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY 7HE CITY ENGINEER, PRIOR TO HYDROSEED/NG. 7HE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. 7HE PROPOSAL SHALL BE SPECIFIC REGARDING 7HE NUMBERS, TYPES AND COSTS OF 7HE ELEMENTS OF 7HE 7HE PROPOSED SYSTEM. .3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF 7HE SOIL AT 7HE OPTIMUM LEVEL FOR THE GROW7H OF 7HE HYDROSEEDED GROW7H. 16. 7HE OWNER AND/OR APPLICANT 7HROUGH 7HE 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 HEAL7H STANDARDS, LAWS AND REGULATIONS. I HEREBY DECLARE 7HA T I AM 7HE ENGINEER OF WORK FOR 7H/S PROJECT, 7HA T I C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF 7HE FOLLOl\fNG: 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO 7HE CITY ENGINEER AND/OR CONCERNED AGENCY SHOl\fNG THE DESIGN. OF SHORING, BRACING SLOPING OR 07HER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM 7HE HAZARD OF CAVING GROUND DURING 7HE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING .7HE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEP7H AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THF Pl AN VARIES FROM THF SHORING sysw STANDARDS ESTABLISHED BY 7HE CONSTRUCTION SAFETY ORDERS, TITLE B CAUFORNIA AQMINl$TRA11VF GOOF, THF PLAN SHALL BF PREPARED BY A RFGIS7ERFO FNGINFFR AT THF CONTRACTORS l;Xl'FNSF A COPY OF 7HE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO 7HE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE .CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING HA VE EXERCISED RESPONSIBLE CHARGE OVER 7HE DESIGN OF 7HE PROJECT AS DEFINED IN SECTION 670.3 OF 7HE BUSINESS AND PROFESSIONS CODE, AND 7HAT 7HE DESIGN IS CONSISTENT llf7J-/ CURRENT STANDARDS. I UNDERSTAND 7HAT 7HE CHECK OF PROJECT DRAl\fNGS AND SPECIFICATIONS BY 7HE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: AQUA TERRA ENGINEERING INC. ADDRESS: 184.3 CAMPESINO PLACE oGaNSl~~•,:}!2>05 • . Bef-4.39~ B~----':-c::-:.c..,-=="/:::-c~l=~:'.':':-~==-:-:--;::-:--;=--SKA RCE 2.3080 EXPIRES 12/.31/15 DATE: 2 ZO PERMIT K-E:LL IN ADVANCE OF 7HE SCHEDULING OF BLASTING OPERATIONS. SOILS ENGINEER'S CERTIFICATE 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED l\f7HIN ANY WORK AREA 1. SEED MIX SHALL CONSIST OF NO LESS 7HAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF D/MORPHOLECA g. ITEMS c,d,e, AND f OF 7HIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE 7HE AREA BEING HYDROSEEDED IS NOT VISIBLE . · FROM E/7HER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED W/11-{ A NITROGEN FIXING BACTERIA AND APPLIED DRY E/7HER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 7HE JOBS/TE IN UNOPENED CONTAINERS l\f7J-/ 7HE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C K£mNG AGENTS MAY BE ADDED TO 7HE HYDROSEED SLURRY AT 7HE DISCRETION OF 7HE CONTRACTOR. DURING CONSTRUCTION, OPFRA110N$ l\fLL CEASE /MMEDIA TEL Y. AND 7HE I, CHIN C, C~GN)'A REGISTERED CIVIL ENGINEER PERMITTEE l\fLL NOTIFY 7HE CITY ENGINEER. OPERATIONS l\fLL NOT RESTART OF THE STATE OF CALIFORNIA, PRINCIPALLY D□ING BUSINESS 2 TYPE 1 MULCH APPLIED AT 7HE RATE OF NO LESS 7HAN 2000 lbs PER ACRE. UNTIL 11-{E P£R"l~E HAS RECEIVED WRITTEN AU7HORITY FROM 7HE CITY IN THE FIELD OF APPLIED S □ILS MECHANICS, HEREBY CERTIFY THAT A · m ''"' ·. SAMPLING AND STUDY OF THE S□IL CONDITIONS PREVALENT 'v/lTHIN THIS TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR ENGINEER TO DO SO. , HYDRAULICALL y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE 20. ALL OPERATIONS CONDUCTED ON 7HE SITE OR ADJACENT 7HERETO, INCLUDING SITE 'v/AS MADE BY ME DR UNDER MY DIRECTION. THE RESULTS ARE SHD'v/N ANCHORED TO 7HE SLOPE BY MECHANICALLY PUNCHING NO LESS 7HAN 50% OF WARMING UP, REPAIR, 'ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, IN THE REPORT DATED SEPTEMBER 2, 2005, FILE ND, 1106F3-05 'v/lTH 7HE STRAW INTO 7HE SOIL. EAR7HMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 07HER ASSOCIATED ADDENDUM LETTER DATED MAY 27, 2014, GRADING EQUIPMENT SHALL BE LIMITED TO 7HE PERIOD BETK-E:EN 7:00 A.M. AND .3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, llf7J-/ 15% 6:00 P.M. EACH DAY. MONDAY 7HRU FRIDAY AND NO EAR7HMOVING OR GRADING T'vl□ COPIES OF THE SOILS REPORT COMPILED FROM THIS Sl'UDY, 'vl!TH MY SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. ( REC □MMENDATI □NS, HAS BEEN SUBMITTED TD THE OFFICE OF THE CITY OPERATIONS SHALL BE CONDUCTED ON K-E:EKENDS OR HOLIDAYS. A LIST OF CITY ENGINEER, SIGNED• ,<7 I . C /7 / D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: HOLIDAYS IS AVAILABLE AT 7HE ENGINEERING DEPARTMENT COUNTER.) l.---~ L G!Y::f:t. 1. ROUGHENING 7HE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: 21. ALL OFF-SITE HAUL ROUTE$ SHALL BE SUBMITTED BY 7HE CONTRACTOR TO 7HE S□IL TESTERS a. TRACK WALKING SLOPES STEEPER 7J-IAN 6: 1 CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF P,0, BOX 1195 CHIN C, CHEN DATE b, HARROl\fNG AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY WORK. LAKESIDE, CA 92040 RCE , ~i6_:El(1;'1RES9-30-15 FRIABLE. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE TELE• 619-443-0060 .,.,,i.. c. c.,,,,. c. RIPPING AREAS THAT. WILL NOT BREAK UP USING ITEMS a OR b DEPOSITED AT, A SITE APPROVED BY 7HE CITY ENGINEER. THF CONTRACTOR <J" " ABOVE. SHALL BF RFSPONSIBLF FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THF HAUL 2. COND/7JONING 7HE SOILS so 7HA T IT IS SUITABLE FOR PLANTING BY: ROUTES OR ADJACENT STREETS AS A RESULT OF 7HE GRADING OPERATION. C 34442 a. ADJUSTING 7HE SURFACE SOIL MOISTURE TO PROVIDE A DAMP 2.3. BRUSH SHALL BE REMOVED ONLY l\f7HIN 7HE AREA TO BE GRADED. NO TREES ARE BUT NOT SATURATED SEED BED. TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON 7HE PLAN. b. 7HE ADD/7JON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING EARTHWORK QUANTITIES EXCAVATION (RAW): EMBANKMENT (RAW): EXPORT: 282 C.Y. 264 C.Y. 18 C.Y. REMEDIAL GRADING: UNKNOWN C.Y. VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 &111,,0 NOT TO SCALE CITY OF VISTA :;;~r ,,--, ,il 9· ~ '-' u <i,' -,-"'<-_ _._R'.':'.oA'JlLr---i-- ~U'~'.::.A:;cRI/", §/.?o'?-~ CITY OF ENCINITAS OWNER'S CERTIFICATE I (\ID HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR \/ILL BE RETAINED TO SUPERVISE OVER-ALL l lljG ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF SI , ' ££ ~0/5 TH ALAMEDA LEGAL DESCRIPTION PARCEL •A• OF CERTIFICATE OF COMPLIANCE• DOC. # 2007-0659955 REC. OCT, 12, 2007 ASSESSOR PARCEL NUMBER, 207-130-73 SITE ADDRESS JAMES DRl'lf CARLSBAD, CA 92008 REFERENCE DRAWINGS CARLSBAD DRAl\fNG NUMBER 1.37-4 (STORM DRAIN) CARLSBAD DRA l\fNG NUMBER .385-7 (SEK-E:R) CARLSBAD DRAWING NUMBER 1.35-5~,(WAIER) CARLSBAD DRAl\fNG NUMBER 1J5-5 (CURB) SHEET INDEX 1 TITLE SHEET, NOTES 2 GRADING PLAN MARK BENCH DESCRIPT LOCATION ION• 3' U.S.C,&G,S. DISK ST AMPED 'V-1307 1978' REC□RDE ELEVATI I ROD IN 6' PCC, 120 FT, NORTH OF TAMARACK AND SOFT, EAST OF SDNR RAIL R□AD TRA~KS D• B□S IZ2ZI (CABLSBAD MASIEBC□~IB□L SIIBllEYl □N, 43,92 DATUM, M.S.L NAD 29. WORK TO BE DONE THE GRADING \/ORK SHALL CONSIST OF THE CONSTRUCTION OF .ALL c.UTS Min FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHO\IN OR REQUIRED dN THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS, THE GRADING \/ORK SHALL BI PERFORMED IN ACCORDANCE \/ITH THE FOLLO\IING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. · 1, CARLSBAD MUNICIPAL CODE 2, CITY OF CARLSBAD ENGINEERING STANDARDS 3, THIS SET OF PLANS ' 4, PLANNING COMMISSION RESOLUTION NO, 6541, 6542 & 6543 DATED MARCH 18, 2009 5, THE STANDARD SPECIFICATIONS FOR PUBLIC \IORKS CONSTRUCTION (GREEN BOOK, CURRENT EDITION), 6, SOILS REPORT AND RECOMMENDATIONS BY SOIL TESTERS, DATED SEPTEMBER 2, 2005 FILE NO. 1106F3-05 \/ITH UPDATED LETTER DATED MAY 27, 2014 7, THE SAN DIEGO REGIONAL STANDARD DRA\IINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS, LEGEND ------------= THE QUANTITIES LISTED BEL□\/ ARE PROVIDED FOR REFERENCE □NL Y AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED \/ITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. DESCRIPTION D\IG, NO. SYMBOL .,,1, QUANTITY ----(60) ---· -~ -EXIST!Ni COOII.RS PRll'IIS[D CIJITII.RS DAY Lill:lT Llt£ CATCH BASIN JKT!lfl IIIIX --~65------- OCT AIL 'C', SIEET 2 IITAIL 'E', SIEET 2 ~AINACf PIPE <SIZE AND MATERIALS SIII\IN) - aH:RETE SIOC\/AlK SJJ.R.S.D, G-7, G-8, G-10 2 EACH EACH 176 S.F. 813 s.F. aH:RETE SI/ALE VEIITATED SI/ALE RETAIHil«i \/ALL S.DR.S.D. D-75 <TYPE B) OCT AIL 'B' ~ SIEET 2 S.D,R,S.D, C-1 =P-=P-~ 220 L.F. .._ .._ , ➔ 185 L.F. 931 S.F. 4' SE\/ER LATERAL CARLSBAD D\IG. S-7 I' \/ATER SERVICE CARLSBAD D\IG. \1-3 TREICH RES!iFACil«i CARLSBAD D\IG. GS-25 IIIDIFIED RIP RAP Et£RGY DISSAPAPATER SIRSD D-40 (TYPE 2) &-.,,__s -.,,__s -~ ®-'•'--~'--.. v½Z½1//2Z-'.;J ----- 1 EACH 1 EACH 159 S.F. 1.2 TON ALL STANDARD DRA\IINGS ARE SAN DIEGO REGIONAL DRA\IINGS <SDRSD) UNLESS OTHER\IISE NOTED AS FOLLO\IS, • CITY OF CARLSBAD STANDARD DRA\IINGS u CARLSBAD MUNICIPAL \/ATER DISTRICT STANDARD DRA\IING ••• SDRSD MODIFIED BY CITY OF CARLSBAD AS-GRADED GEOLOGIC PLAN NOTE _ UPON COMPLETION OF THE GRADING, THE DEVELOPER SHALL FILE AN 'AS-GRADED' GEOLOGICAL PLAN \/ITH THE CITY ENGINEER. THE PLAN SHALL CLEARLY SHO\I ALL THE GEOLOGY AS EXPOSED BY THE GRADING OPERATION, ALL GE□L□GIC CORRECTIVE MEASURES AS ACTUALLY CONSTRUCTED AND MUST BE BASED ON A CONTOUR MAP \IHICH REPRESENTS BOTH PRE AND POST SITE GRADING. THE PLAN SHALL BE SIGNED BY BOTH THE SOILS EMGINEER AND THE ENGINEERIN~ GEOLOGIST, A.ND SHALL BE SUBMITTED ON 24' X 36' MYL~R OR SIMILAR DRAFTING FILM FOR PERMANENT RECORD, _ PROPOSED LOTS .' ~ESS TO PROPOSED LOTS 3, 4 & 5 REQUIRES LOT"1A' PER MAP 5054 TO aE ACCEPTED l FOR DEDICATION BY CITY ,IND ACCESS RIGHTS RESTRICTION QUITCLAIMED. z' 1.0·~ lil~ '1~, ~ ~~ "' 8@5 t--t..X, AC P~VEMENT- ii1 ra; ~ ;1: :~ ~i;1 !~ ai ~ ~§ a...v:i .,..; .,..; "' ul "' VARIES ; EXISTING JAMES DRIVE TYPICAL SECTION SCA/.£" l:IORZ. 1"=20' / 'lff{f. 1"=20' . 11 AS BUIL T 11 RCE EXP. REVIE'v/ED BY• INSPECTOR ---.. - - ·DATE ~' ' .. DATE . - . , I ' ' l J J J l l I □ I 2 [j) 2 C s: III m ::0 □ :0 § 2 [j) 2 C s: III m ::0 □ ::0 § 2 [j) 2 C s: III m ::0 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN 7HE PONDING OF COVERING SALINE SOILS TO PROVIDED VIABLE COND/7JONS FOR I ~· _. --~ WATER IS NOT PERMITTED. ALL EAR7HEN SWALES AND DITCHES SHALL HA VE A GROW7H. -;; MINIMUM ONE PERCENT SLOPE. SOURCE OF TOPOGRAPHY E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROW7H UNTIL 11-{E I I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT 25. 7HESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION 7HE PROJECT IS PERMANENTL y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS 7HE I 8 i '--□ CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY TOPOGRAPHY SHO\IN ON THESE PLANS \/AS GENERATED BY FIELD SURVEY 7HE PERMANENT LANDSCAPING, UNTIL 7HE PROJECT IS COMPLETED AND ALL BONDS ,i ~."Aa_. · ....... CJ).~ 7HE CITY ENGINEER OR AS DIRECTED BY 7HE PROJECT INSPECTOR. METHODS FROM INFORMATION GATHERED RELEASED. ~ ~ ,.. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM PER FIELD SURVEY BY ED BOHRER. ~ ~ ~.~ m~~ I I a. I Z~· SURFACE AND CROSS SECTION. 7HE SITE SHALL BE LEFT IN A NEAT AND TOPOGRAPHY SHO\IN HEREON CONFORMS TO NATIONAL MAP ·; • ~ \J" ORDERLY COND/7JON. ALL STONES, ROOTS OR 07HER DEBRIS SHALL BE REMOVED ACCURACY STANDARDS, o • ~ I ,· [j] AND DISPOSED OF AT A SITE APPROVED OF BY 7HE CITY ENGINEER. ~ ~ .7 7'. ~•. . z 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLAN,TED AND/OR HYDROSEEDED .i,~@VIQieCfilVT,ILO.ENG£1NnEE1JRIN/G'f7, e' eLAfiNZ'flp gPLAN/.Nl]IN:c:.. C\J !! ~ -, ii' C WITHIN TE:N (IQ) OAYS Qf TH£ TIM£ WHEN. £A(;H SLOP£ IS BROUGHT TO GRADE PROJECT LOCATION 8 "'! ~;il ~· AS SHOWN ON 7HE APPROVED GRADING PLANS. w • N, 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED THIS PROJECT IS LOCATED \,/!THIN ASSESSORS PARCEL NUMBER• ~ 1843 Campesino Pace ~ •, :l!:1~[. m. BY 7HE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR APNz 207-130-73 ~Oceanside, CA 92D54 "' m ::0 11-{/S PROJECT, ORA l\fNG NO, 460 1l AND/OR AS DIRECTED BY 7HE CITY THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS• ~~ Tele: (760) 439~2802 · ci_J I ~ L--E-N_~_N_rr_R_OR_P-LA_N_N_m_G_o_m_E_c_TO_R_. _________________ N_3_6_0,_oo_o~._E~.~1,_97_o_.o_o_o...;;_ _ _;.;.. ____________________ F_ax_,_<_7_60_)_4_3_9_-_28_6_6...., ___ ..,.. ___ ..,.. ______ ------~,:"------------------------------------------------------~---------------:-~1 C:\DRAWING fll.ES\Tln.E SHEETS\a.58-GP.DWG 11/1-t-,/06 GRADING PLANS FOR: . _,/• ' ' filGHLAND JAMES SUBDIVIS[QN LOTS 1, 2 & 3 TITLE SHEET ·"'--' AP~~.1,rN,1 o/~LDERT sLzsh~ err( ENGINEER PE 63912 EXPIRES 9 /30 /16 _.-dATE 1 /1\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 08-06-01 483-6A ENGINEER OF WORK REVISION DESCRIPTION DTHER APPROVAL CITY APPROVAL RVWD BY: • J. ' ' ' ' ' ' i, !: i I I! ', -1 'j ,, I . I ------· I ·- I I I \ ' CONSTRUCT/ON LEGEND © CATCH BASIN PER DETAIL 'C' ON SHEEf 2 © VEGETATED SWALE PER DETAIL "8' ON SHEEf 2 © TRENCH RESURFACING PER CARLSBAD DWG. GS-25 \Q) CONCRETE SWALE PER S.D.R.S.D. D-75 {iYPE B) © RETAINING WALL PER S.D.R.S.D. C-1 (jj CONCRETE SIDEWAI.K PER S.D.R.S.D. G-7, G-9, G-10 © JUNCTION BCX PER DETAIL 'E' ON SHEET 2 ® 4' SEWER LATERAi. PER CARLSBAD DWG. S-7 (j) 1' WATER PER CARLSBAD DWG. W-3 © H□DIFIED DISSIPATER PER S,D,R,S.D. D-40 <TYPE 2) 2' \/IDE, 4' L□NG R□CK1 1' THICK, 1/4 T□N MATERIAL □VER 1' THICK, 3/14' AGGREGATE FILTER BLANKET □VER □NE LAYER □F N□N-ll□VEN FILTER FABRIC 20 0::..__ __ ~-c..:c20 ~ I 40 I GRADING PLAN SCALE: 1 "=20' ' SYMBOL LEGEND DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN,\.,_ __ TF ELEVATION, TOP OF WALL ____ TW ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF SLOP~ ___ TS . ) :-.:. STATIONING NOTE J ) ' ' (D I I I I I I I I I _T r c 132.rn) II I I I 11 ~' I , ' ' II I ' I I ' I I II I !z! '..J II l l:';:::i I % I II l !.it!l I ~ ~i5'-.O' (D 1 i...;u l::::E II "" I I I l I Bl ' I ' II I lo.. l I 1,1 I II --~~t--1--i I~ OVERHEAD UTILITY LIN[ NOTE I II I I I §E ' I ', I "' PRIOR TO THE ISSUANCE OF BUILDING 11 , ' "' PERMITS, DEVELOPER SHALL I II l I i:S UNDERGROUND ALL EXISTING OVERHEAD 11 1D \ I UTILITIES ALONG THE SUBDIVISION I II ' . // l I BOUNDARY ADJACENT JAMES DRIVE. 1 I II -, / i I I : ~ ', / :, I I :"" 1 \ : I I /" \~ I ll'f' '; m 1-I I I~ 1o/ i~ I I lo /) I I I :: ' , ilJ : I ll/,, i~ I 111 , ,-:; I I 111 l I Ii l I ------------~' ~: ~ '. TC 131.5~) ------------ ~ ''flll'l..l..l.L-...J-----j I I I I I I ALL STATIONING INDICATED ON THIS PLAN IS BASED ON THAT SHO\IN ON IMPROVEMENT PLANS DESIGNATED AS CARLSBAD DRA\IING ~~I / C 130.9~ l I I I <tJ t I I I I I I I I I I I / I I I I I ENLARGED FRONTAGE PLAN 1'- 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXISTING UTLJTY BCX TO REMAIN IN PLACE I I/ PROPOSED CONCRETE SWALE PER SDRSD D-75 (TYPE B y I I I I I PROPOSED LOT 2 I SECTION ·x· -·x· SCALE' HORZ. 1'=20',AfRT. 1'=20' ---------1--------~- 311 SLOPE <BOTH SIDES) NATIVE MATERIAL OF FILL-__,,, COMPACTED TO 70%-80% oo ®DETAIL: VEGETATED SWALE ND SCALE BROOKS PRODUCTS-~ MODEL 2424 SPECIAL ORDER KNOCKOUT DIMENSIONS TO MATCH CONNECTING PIPE SIZE(S) GROUT AROUND ALL PIPE OPENINGS F □R--­ w ATER TIGHT JOINTS PED ED GRATE 'TG' AS SHO\IN 'TOP' ~TRAFFIC RATED METAL COVER 0 ~ FINISH GRADE @ 311 SLOPE SEE DRAINAGE PLAN VIEw FDR ~/; ~I CONNECTION ORIENTA TI □N ---+""_111" ________ ] NOTE: GROUT AROUND PIPE ~1111"'-. T □ FORM wATER TIGHT J□INT ~ /'.;, 4' ALL $/11..:::::-/ / ·. ··;" , . -~-::~mt----___; AROUND ' /, '.::··:•>·/·'. ,.-1/,~'I/;~ OUTLET PIPE SHALL BE 15' DIA. RCP (1350-D) PAINT NOTE: ALL STEEL COVERS SHALL BE CLEANED, PRIMED AND PAINTED BLACK w!TH URETHANE PAINT PER SECTION 310-2 OF THE STANDARD SPECIFICA Tl □NS FDR PUBLIC w □RKS C □NSTRUCTl □N, ®JUNCTION BOX 2 ND SCALE ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRADE ___ FG w CITY OF CAR-LSBAD ELEVATION, TOP OF GRATE. ___ TG ELEVATION, HIGH POINT ----HP J, ~-. l---+---+----------------+----1--+---+----I ENGINEERING DEPARTMENT ELEVATION, LOW POINT ___ LP . No.2"°80 "'1 1-----r---+-----------------r------l---+---+------l SCALE: 1 "= 1 0' I SH~TS I ELEVATION, FLOW LINE ____ FL *l GRADING PLANS FOR: ELEVATION, FINISHED FLOOR'---FF ELEVATION, TOP OF STRUCTURE_TOP ,.A#, .... ' HIGHLAND JM,IES SUBDIVISION LD ELEVATION, INVERT ELEVATION __ IE ~ LOTS 1, 2 & 3 - ELEVATION, EXISTING ____ (950.50) ....._:.,:::_.. ~ CIVIL ENGINEERING , LAND PLANNING ELEVATION, PROPOSED ___ 950.50 FNGTN££R OF 'vlDRK GRADING PLAN AND DETAILS ·, ~ •~[@'flgeydferra EnnineerinPa Inc. PREP.re ~DER..-+ E SUPERVISI□N DF1 BENCH MARK s N ~LDERT 3/zs/1~ ~w--= ~• ~' / DESCRIPTI□N1 3• U,S.C.&G,S. DISK STAMPED 'V-1307 1978' DA' TE 1 -~ 1843 Campesino Pace LDCATI□Ni ROD IN 6' PCC, 120 FT. NORTH OF TAMARACK AND 50FT. Cl PE 63912 EXPIRES 9 30 16 ~ ~ Oceanside, CA 92054 / } "-DATE zj7 olj_ /S EAST DE SDNR RAIL ROAD TRACKS DWN BY: ___ PROJECT NO DRAWING NO. "" ~ Tele: (760) 439-2802 / ---- ------7-RECORDED• RDS ]7271 (CARI SBAD MASTERC□NTR□l SURVEY) DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ . f-- L .§-~~ ~~ ~~~ ~~'."'.~~-~~~~§:':~Fa""x ... :_(:_7_6_0)~4""3 ... 9_-... 28 ... 6""6 ______________________________________ ...,;G:A:R~Y~L:..:S:K:A....:R:C:E:..:2:3:08:0:..:E:X~PI:R:E:S_l:2~/:3:1/~1:5_~E~L~EV::AT~I~□=N~1 ~4:3,:92:::::::::::::::::D:A:T~U:M~1 ~M:.S.~L~N~AD::::2:9,:,__tEN:G:IN:EE~R~o:F~WO::RJK----R~E:V~l~S:10:N.:..:D:E:S:C:R~l:P~T~l0:N~---~o:TH:ER:..:AP:P:Ro:v:A~~~c1:TY~A:P:P:Ro~v:ALJ.;R;;;VWD;;;;BY;;:~~~~;;;C;T;;;;Q;8;;Q;6;;;;Q;l;;;.;;;4;8;;;;3;-;6;;A;;.l ~ C: \DWG12\a..58-IP.DWG ' - □ i 2 (j) 2 C ~ co m ::0 Cl ::0 i 2 (j) 2 C ~ co m ::0 llf , ,.• '' " i] 1 i ' : ,. ' ' -' ' '