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HomeMy WebLinkAboutDWG 452-5A; RP 06-03; ROOSEVELT CENTER; 01-03::, n co 0 ., "' 0 0 -'-:'.. "' " u "' N N I .o 0 / ,o 0 0 N / " u " 'o' Q_ "D D u D -0 5- tll GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP1!. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THf INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION JOl.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY ENG/N£ER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE Tl TLE SHE£T. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICL£S SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 12. WHERE TRENCHES AR£ WITHIN CITY EASEM£NTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHE£TS AND (C) COMPACTION CURVES, SHALL 8£ SUBMITTED BY A PROF£SSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ F/£LD OF APPLl£D SOILS M£CHANICS. TH£ SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEERING INSPECTOR WI THIN TWO WORKING DAYS OF TH£ COMPL£TION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION R£GAROING ADH£R£NC£ TO R£COMMENDA TIONS OU71/NEO IN TH£ SOILS REPORT IS REQUIR£0 PRIOR TO THE /SSUANC£ OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL 8£ DON£ UNDER THE DIR£CTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTUR£ FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • £ARTHWORK SP£CJFICA TIONS • ATTACHED TO TH£ PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMITTED TO TH£ PROJ£CT INSP£CTOR. 14. A PR(CONSTRUCTION MITT/NG SHAil BE HE/ D AT THE Sl1F PRIOR TO THE BEGINNING OF WORK ANQ SHAf I Rf ATTfNDFD BY All REPRESENTAT1\1£S RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUP£RVIS/ON. TESTING AND ALL OTHER ASPfCTS OF THF; WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSP£CTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN 8£ CONTACTED BY TH£ PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRA'MNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING P£RMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE ME£TING. 15. Al/ INSPFCTION REQIIFSTS OTHER WAN FOR PRECONSTRUCTION MITT/NG W1LL BE MADE BY CAI /ING THE fNG(NITRING 24 HQ/JR INSffCTIQN RRJIIFST IINF AT (760) 43B-3891. INSPECTION RfOUl;ST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY 8£FORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERW/Sf. REQU£STS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. TH£ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAF£TY D£VJCES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 5705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING THE £XCAVA TION OF SUCH TR£NCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MOR£ IN D£PTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF WE PLAN VARIF;S FROM WE SHORING SYSI[M STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8 CALIFORNIA ADM/NISTRA TIVE CODE. THE PLAN SHALL BF; PR£PAR£D BY A R£GISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA TlON. 18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING P£RMIT HAS BEEN 08TAIN£D FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN AO VANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE IMMEOIA TEL Y, ANO THE P£RMITTE£ IWLL NOTIFY THE CITY ENGINEER. OPERATIONS IWLL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY ENGIN£ER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THER£TO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTr/MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTH£R ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETW'EEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO £ARTHMOV/NG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE £NGINE£RING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MA TERI AL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SIT£ APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STR[£TS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOP£S SHALL 8£ TRIMM£D TO A FINISH GRADE TO PRODUC£ 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 Si TE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED ANO/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 TI/E CITY OF CARLSBAD LANDSCAP£ MANUAL, TH£ LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. -, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. SP[AR AND ASSOCJAT(S, INC JOB NO. 05-226 Dlf/ARN ;., . 29. THE OWNER/ APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOR DINA TE TH£ 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. STORM DRAIN PIPE SHALL BE REINFORC£D CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 75• PVC MAY BE UTILIZED PROVIDED D£PTH JS LESS THAN 15 FEET AND BACKFILLED v-11H 3/4' ROCK PER SDRSD S-4 TYPE "c' AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIP£. JI. 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 OTH£R AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER. 32. TH£ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIEN71 Y AHEAD OF GRADING TO P£RMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTIJAL LOCATIONS ARE IN CONFLICT WITH TH£ PROPOS£D WORK. 3J. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW) AT L£AST 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/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(S£WER, WATER & RECLAIMED WATER) 'SAN DIEGU/TO WATER DISTRICT 'I.EUCADIA WASTEWA T£R DISTRICT 'VALLEC/TOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT 'BUENA SAN/TA TION DISTRICT 'AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: (800)422-4133 (800)660-7343 (800~892-012J (760 438-7741 (760 806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (766)753-0155 (760)744-0460 (766)753-6466 (760)726-1340 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGIN£ER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TH£ FOLLOWING R£PORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL R£PORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING JS 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 L£TTER FROM CITY ENG/N£ERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUD£S RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMAR/£$ OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS £NGINE£R THAT TH£ GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OU71/NED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. JS. UNLESS A GRADING P£RMIT FOR THIS PROJECT IS ISSUED IWTHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIR£D TO 8£ RESUBMITTED FOR PLANCH£CK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT T/1!.ED ROOSEVELT CENTER PREPARED BY CONS/i'.R""'UC~li:;;10,;:N;.,:.,TE;;,S;;;TIN;.,G~&-'-'E,,;,Nc;,G"'iN""t:;""ER"'l""NG"'",~iN"'C"'".----,-D,....A..,,1E~D MAY 15 ,20..Q.[_, SHALL 8£ CONS/Df:RED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SP£CJFICA TIONS CONTAINED IN $AID SOILS R£PORT. "DECLARATION OF RESPONSIBLE CHARGE" EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _...cG,,,A"'-R'-'Y'--""SE'""W"'A"'R-"'D'--____ AT (760) 759 2260 (PHON£ NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAD£ AVAILABL£ AT ALL TlM£S DURING TH£ RAINY SEASON. ALL N£CESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 0£VIC£S WHEN RAIN IS EMIN£NT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIF/£0 WITHOUT THE APPROVAL OF TH£ £NGIN££RING /NSP£CTOR. 4. TH£ CONTRACTOR SHALL R£STORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER £ACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPL£TED GRADING OP£RA TIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£. 6. THE CONTRACTOR SHALL BE RESPONSIBL£ AND SHALL TAKE N£CESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVID£D PER THE APPROVED GRADING PLAN SHALL BE JNCORPORA TED HEREON. 8. GRADED AR£AS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY P£RCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER £ACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD G£RMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAG£ OF GRADED SLOP£$ (90% COVERAG£) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL 8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDJNG SHALL BE APPLl£D TO: I. ALL SLOPES THAT ARE GRADED 5: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MOR£ IN HEIGHT AND ADJAC£NT TO A PUBLIC WALL OR STRE£T. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY TH£ PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY £NG/NEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROS££DED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 5: I 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 CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN H£/GHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100:f COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL 8£ /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINE£R. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. /RR/GA TION SHALL MNNTAIN THE MOISTURE L£VEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. I HEREBY DECLARE THAT I AM TH£ £NG/NEER OF WORK FOR THIS PROJ£CT, THAT I C. HYDROS£EDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SP£CJFICATIONS BY THE CITY OF CARLSBAD DO£S NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ___ ,eSP..,,fc.:A,.,_R__,&,,_,_,A.:,::SS"'O"'C"-IA:..cTE=:S'--"'INceC:.._, _____ _ ADDRESS: 475 PRODUCTION WAY CITY, STA TE: SAN MARCOS CA 92078 TEL£PHON£: (760) 736-2040 BY. .~ . P!'(YIYABADA R.C.E. NO.: C45381 REGISTRATION EXP/RATION DA TE: __ __,9'----""3"'0:...,0,eBc__ __ _ -SOILS ENGINEER'S CERTIFICATE ~iorEssr ~YAe~ No. C!SJ81 9-30-01 C/V\\. or c~1.~\ I. SEED MIX SHALL CONSIST OF NO LESS THAN: 2. J a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO F£SCU£ c. 3 lbs. P£R ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. P£R ACR£ OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. P£R ACR£ OF DIMORPHOL£CA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDEO IS NOT VISIBLE FROM EITH£R A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS Wl1H THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ]. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT TH£ DISCR£TION OF THE CONTRACTOR. TYP£ 1 MULCH APPLl£D AT TH£ RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 5 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIB£R MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50:f OF THE STRAW INTO TH£ SOIL. FERTILIZ£R CONSISTING OF AMMONIUM PH~SPHATE SULFATE, 16-20-0, WITH 15:f SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL 8£ PR£PARED PRIOR TO HYDROSE£0/NG BY: LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE ?-I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER · OR GEOLOGIST HAS BEEN OR Vv7LL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADV/ E ON THE COMPACTION AND STABILITY OF THIS SJT'E. RICK WOOLS£Y SOURCE OF TOPOGRAPHY 1. ROUGH£N/NG THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 2. a. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 5: I OR FLATTER THAT ARE SUFFICIEN71 Y FRIABLE. c. RIPPING AREAS THAT IWLL NOT BREAK UP USING ITEMS a OR b ABOVE. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED 8£0. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTM£NT, L£ACH/NG COVERING SALIN£ SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ TH£ PROJECT IS PERMANEN71Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT JS COMPLETED AND ALL BONDS RELEASED. VICINITY MAP CITY Of OCEANSIDE 78 SITE CITY Of VISTA .p ~Q CITY Of "c.--'\~ SAN MARCOS PACIFIC OCEAN LEGAL DESCRIPTION CITY OF ENCINITAS LOTS 28, 29, AND A PORTION OF LOT 30, 31, & 32 IN BLOCK 34, TOWN OF CARLSBAD, COUNTY OF SAN DIEGO STA TE OF CALIFORNIA, AS PER MAP NO. 535, FILE IN THE OFFICE OF SAN DIEGO COUNTY, MAY 2, 1888. OWNER/DEVELOPER • T & G LIMITED LIABILITY COMPANY 1015 CHESTNUT AVE, #f' CARLSBAD, CA. 92008 CONTACT: RICK WOOLSEY PHONE NO: (760) 497-1751 ADDRESS 560 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 BENCH MARK D£SCRIPTION: 2.5" DISK IN S.E. CORN£R OF ORA/NAG£ BOX. LOCATION: N.E. CORNER OF GRANO A VE AND WASHINGTON ST. 52 FT WEST OF RAILROAD TRACKS. 4.5 FT EAST OF THE EASTERLY CURB OF WASHINGTON ST. AND 40 FT NORTH OF THE CENTER OF GRAND A VE. RECORDED: 2-8-2002 ELEVATION: 40.91 DATUM: NGVD29 EARTHWORK QUANTITIES CUT: 530 CY FILL: 0 CY TYPE IMPORT: 0 CY FLO-GARD MEDIA EXPORT.· 530 CY FILTER INSERTS REMEDIAL: 0 CY FLO-GARD MEDIA FILTER INSERTS WORK TO BE DONE TH£ GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, . REMEDIAL GRADING, ORA/NAG£ 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 R£QU/R£D ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL 8£ P£RFORMED IN ACCORDANC£ WITH THE fOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS S£T OF PLANS 4. RfSOLUTION NO. DRB 322, 323 DA TED J-29-07 HRC RESOLUTION NO . ...,4...,,4.c.l _____ DATED: 7-10-07 5, THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GRE£N BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY CONSTRUCTION TESTING & ENGINEER/NG, INC, DATED MAY 15 2006 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 (CDP 06-09) DA TED MARCH 29 2007 9. £NVIRONM£NTAL APPROVAL DOCUMENTS DATED __,N=/,"'-A,..__ ____ _ 10, STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SPEAR & ASSOCIATES DATED MARCH 19, 2007 WDID NO. 9 375 _,,C,,c3:r,48,.,_7.:e48"'---------- 11. STORM WATER MANAGEMENT PLAN PREPARED By SPEAR & ASSOC/A TES DA TED AUGUST 17 2007 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION PROJECT PROPERTY LINE RIGHT OF WAY LOT LINE STREET CENTERLINE EXISTING CONTOURS EXISTING SPOT ELEVATIONS PROPOSED SPOT ELEVATIONS FINISHED FLOOR ELEVATION PAD ELEVATION IJ\NDSCAPED AREA EXISTING BUILDING EXISTING WATER MAIN EXISTING WATER METER EXISTING SEWER MAIN EXISTING SEWER CLEANOUT EXISTING GAS MAIN EXISTING STREET LIGHT DIRECTION OF DRAINAGE P .C.C. CONCRETE LEGEND DWG.NO. PROPOSED RETAINING WALL (PER SEPARATE PERMIT) PR.OPOSED RETAINING WALL (PER SEPARATE PERMIT) W / GUARD RAIL 12• x 12" YARD INLET W/ FLO-GARD + FOSSIL FILTER DOWN SPOUT W/ FLO-GARO DOWNSPOUT FILTER 2" PVC PIPE 1" WATER SERVICE 4" SEWER IJ\TERAL TRENCH RESURFACING CMWO W3A S-7 GS-24 SYMBOL R IIA1 / h LOTL - ---~--- .,.-----7 20 _____,, ~ 013.00> FL ., 713.00 f'L- Ff; PE; LS ---w--- ___ W --c:JWM ---s--- ----osco -··--G--- o------U ----<D>---© -----~ QUANTITY 1,980 Sf 162 Sf 245 Sf 3 EA 10 EA 56 L.F. 1 EA~ 1 EA 35 L.f. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY DOWNSPOUT FILTERS YES 30 DAYS BEFORE OCT 15 PRIVATE 2 AND AFTER SIGNIFICANT STORM E'/ENT INLET FILTERS PRIVATE YES 30 DAYS BEFORE DCT 15 2 AND AFTER SIGNIFICAliT STORM E'/ENT SUSMP PROJECT PRIORITY HIGH .SWMP 07001. 7 PLANS PREPARED ON AUGUST 20, 2007 BY: ~ ~, SPEAR & ASSOCIATES, INC .;;:_ · I 475 PRODUCTION STREET, SAN MARCOS, CA. 92078 DJ At, NING JlEP ARTMENT APPROVAL II AS B LJ IL T 11 _ PHONE (760) 736-2040 FAX (760) 736-4866 I\., ) ', ,_. 1 _ _.J.,-,.... / 1r_,:_ -=, _ l"'-.1 · I ·• /'/':ll'l•' DATE:IOj'!-f/67 "' ~ ~•~~!c• 7= ~--~"""~ ~ --s; ~~~~ , N (SIGNED) _It _[_1 ,_ ""-~ ~--?"-~ '-~ ' · ~DON NEU, PLAN~G DIRECTOR /1 /,.,. •' _ J , , RCE 1/•-,,,8/EXP. '1!'56//0 DATE dJ ~' I ,, s l DATE/0/3//0J 1-R?:_V_V_E_~---jj]jY-~-........ --------l REcomNDED er, An1MI ~,Vd ~ +/tJ!ot (PRINT NAIIE) JNSPE~T □R. DATE, 1---1------1-----------1-----+--1----+----l I SHlEET I CITY 6 F' CARLSBAD-I SHt3{TS I ~;:::;;~,.'::::;;;;:::::E;:NG::;I:;N:;EE:;;R;::I:;NG~D~E';P;:AR:::::T;:;M::::E;::;N;:T::::;;::;::::'...'::===: GRADING AND EROSION CONTROL PLANS FOR: TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD METHODS FROM INFORMA TlON GATHERED ON MA YJ ~ -- 20 _Q§_ BY SPEAR & ASSOC/A TES INC. CITY OF CARLSBAD FIRE DEPARTu1ENT REQUIREMENTS ROOSEVELT CENTER 560 CARI.SBAD VILLAGE DRIVE TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 203-292-15, 16, 17 & 19 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1659 E 366 CARLSBAD MUNICIPAL WATER DISTRICT DAVID A. HAUSER DEPUTY CITY ENGINEER DATE R.C.E. 33081 EXP. 6/30/08 ~~~Gf_OF ;-~~~~~i~ 7-6~~~: ~~.i~F.H.(S) µ4-f1J_f;,:2j~o'-cc'.ll94-5!;!cs4f~..j-"~•A><-S-!.'.BU.~,:!::t..:..JT'!e'.=!:':."'....;!!...!.£!.c.l~~~~~~~+---I----J-!:.!:.:=-!-""L!.!..-I APPROVED: DAVID ,6.g~ // /to/ 0 ? ~ ,~ Ill r\ R,€\,iSEO BLDG & PAl'!O LAYovr, F:El-OC,1,.TED 1•'21,00) (::.VP DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/0B DATE ~ ,(7 II~"' I 2 11/ATl;i( sei:v1ce & Del..ETcO 11· StWBJI. LAT. ~;::=~=~=~:='=~====~~~~===;~;:::=====~ ,. A {,,,.,.:E::lt,r= ~1-0 OWN BY: PROJECT NO. DRAWING NO. Fl<lt MARSHlLATE DATE INITIAL DATE INITIAL DATE INITIAL CRHVWDKD BBYY:,. •• RP 06-03 452-5A r" r ENGINEER oF woRK REVISION DESCRIPTION oTHER APPROVAL c1rv APPROVAL ·, 111507 013009 t?;·r~•*" . ' I EX. ELEC.~□ TRANSFORMERS ) □ :~ EX. 0 ATV; □ (/) EXIST. 6' SEWER LATERAL A EXIST. 1Y/WATER SERVICE i::=::::::==F=l==f L::.:'::, REMOVE !EXIST. f;fclER ANO REPlACf!. W/NEW !Yz' METF.R EXISTING BUILDING -',/'----- 0 SPEAR ANO ASSOCIATES, INC JOB NO. 05-226 Dir /ARr-1 F z, 0 (lJ '!l 0:: >< w ~ \ (/) EX. WM TELCO D 0:: w f- <( 3 ' 0 X w (/) ' ::, 0:: w 3 w (/) (/) ' OJ >< w 10 20 30 SCALE: 1" ~ 10' (/) <( Cl) N >< w 1· ,I ----· ISTING .C. PAVING ··-----~ §WtfsYMfto 11 F/lTM~. WALL f'JLm<EO flO(F f!RIUN a; ter 4. FS >--EXIST. BL G TO BE REM 0- F f'/Lrt,('{0 ROOF ORAl!JO TLeT I ff fE= 4.02 EXISTING BUILDING ~ N55'58'07"£ 140.20' LOT 27 'f/1-~ C ROOF aurrc.R PROPOSED BULDINQ FF'=45.25 PE=44.75 t;:::::=:::::::::::;i LOT. 28 /0 c-=c-1t !..OT 29 /"ao l1y ~ <rd) 6;y ~ o· <Q; • .,, " ?l:> LOT 30 ~ l ~""(9""' ~ I ~~ RETAINING WALL PER ~-'? SEPAi/A TE BUILDING PERMIT EX. W/6' HIGH WOOD FENCE I i l ~ CONC. EX. CONG. LOT 3:.cl __ ---,-Lo·r 32 EXISTING BUILDING / I 12'X/2' YARD INLET PLUS FIL FIRE SPRINKLER RISER . ,t VERTICAL RPDA SSS'S8'07 \ EX. REMOVE EX. CURB & 4' WOOD FENCE A.C. PAVING N.A.P. SHED EXISTING BUILDING li! . EX. JO" S.D 40 EXISTING PARKWAY IMPROVEMENTS TO • BE PROTECTEO IN PLACE ~ ----EXISTING IMPROVEMENTS (/) PER owe 291-20 ----- CARLSBAD VILLAGE DRIVE EX. 8" SEWER -----',/-----',//-----',/'-----, ____ _ EX. 6" SEWER PLANS PREPARED ON AUGUST 20, 2007 BY: SPEAR & ASSOCIATES, INC ' ~ 475 PRODUCTION STREET, SAN MARCOS, CA. 92078 PHONE (760) 736-2040 FAX (760) 736-4866 l/00r<31.frre/?. Dt:JWNSRlUT TV Tl?lic Wf!.Ll 47.?JTW. 1!.r.t{S IRR ii B GAS METERS □ ,I I I Ii I SMH ii I I ' ' I I I I I I 11 . I ,! ;i ii ,, ii II r: 11 ft G-11 11 61 EXIST.\ I CURB. lJ : 6' WATER sfRVJCE 11 TRENCH R, ;/JRFACINGj PER GS-2 : I. 0011 ii I , I 11 . I I, 1-II ..JI, ~1: §11 a:li l l 1I lj 111 --EX! TING IMPROV(MEN Pl OWG 220-8 --- I // I . /, I I I ' I I EX. 0:: ST. LT. l:l w 1/1 3 <( w Cl) 1/1 ' ' ~ 0 >< >< w w ' ~ . r '? -----',/•- II 11 ii I' II Ii .12· !I I! I! 11 A!! !I II II II II II ',/ ~ II II II II II 11 11 I I 11 11 11 ,, ,:) ::, 0:: w f- <{ 3 ' 0 >< w ::, ~ ~ ::, ',/- ROOSEVELT CENTER if 40' 1------ REMOVE EXIST. PWITER~ EX. GRADE~" PROPOSED CL --{;()NCR€T€-- - - -.J 4.6':J: JO' EXIST. AC PAVING W/ AB. 12'X12' YARD INLET W/FLO-GARD + PLUS FILTER W/ SUMP PUMP TG=45.00, IE=43.50 SECTION A-A NOT TO SCALE f p 10' EXIST. S/OEWAl.!f, CURB ,t GUTTE1r I/!. I SECTION B-B NOT TO SCALE I/!. [ . REMOVE EXIST. CURB\~ 2 ,t WOOO FENCE TW EX. GRADE~ . _ . _ --SW-"\:_ EXIST. A.C. PAVING PROPOSED SIDEWALK PROPOSED RETAINING WALL PER SEPARATE PERMIT W/42' HIGH GUARD RAIL SECTION D-D NOT TO SCALE I/!. ALLEY 10· 10' EXIST. PROPOSED BU/LO/NG EXIST. RIBBON BU/LO/NG GUTTER EXIST. AC PAVING W/A.8. SECTION F-F NOT TO SCALE CONSTRUCTION NOTES: (D EXISTING LOT 28, 29, AND A PORTION OF LOT 30, 31, & 32 IN BLOCK 34, MAP NO. 535 CONSOLIDATED Bf CERTIFICATE Of C0Mf1JANCE. RECORDED tl-16-07 AS OOCJJO. 2007-0723613,0.R. @ GARAGES ARE TO BE FIRE SPRINKLED. @ BMP-(10) FLO-GARD DOWNSPOUTS FILTERS PER KRISTAR ENTERPRISES, INC. OR EQUAL. G) BMP-(3) FLO-GARD DRAIN INSERT FILTERS PER KRISTAR ENTERPRISES, INC. OR EQUAL. @ TW=47.10, TF=44.60 @• EXISTING TELCO BOX TO BE RELOCATED. (j) EXISTING GAS METER TO BE RELOCATED. @ DAMAGED EXISTING SIDEWALK FROM CONSTRUCTION TO BE RESTORED. NOTE: FOR WORK Wll}IIN l}IE PUBLIC RIGHT OF W~Y %E DOCUMENT NO. ltul.l?i~~ DATED nJ_ O o.J * SEE ENCROACHMENT AGREEMENT DOCUMENT NO. PR 07-115 DATED J?j1f2/_QJi_. /)c,(. . .Joo't-01..t, 13!;. W .t.e'<:--,•,v .. lL. 11 ,~coq NOTE: ALL EXISTING PAVING, CONCRETE, BUILDINGS, FENCES AND TREES ON PROPERTY TO BE REMOVED. I S2ET I 4• 1JL PROPOSED BU/LO/NG EX. GRADE 1 I EXIST. 11 BU/LO/NG SECTION C-C __ ..,. __ NOT TO SCALE toil 11iw!!'tft TO BE PROTECTED IN PLACE -----J iiW-r EXIST. AC PAVING W/ AB. SECTION E-E NOT TO SCALE PRIVATE STORM DRAIN DATA TABLE DELTA/BEARING LENGTH REMARKS OJ 16.00' 4" PVC m 28.00' 2• PVC PUMPED OUT @J 12.00' 4" PVC SUMMARY OF FLO~ Fsj-TES cfs 0 QlO WQV ® 0.28 0.01 ® 0.19 0.01 © 0.16 0.01 ® 0.28 0.01 © 0.19 0.01 ® 0.16 0.01 6 AS BUIL TN t1-/z$Lr;_ ,,_ ..-'~~I ::::, I I RCE c45J~,:... EXP. 9-30-10 DATE R~~--HfiJlll INSPECTOR DATE I SH3TS I CITY O!i' CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: ROOSEVELT CENTER 8 1'2/0':J $~A 3 ADDED ROOF DW.lt-.JAGE FER IIJ5PcCTOR 560 CARLSBAD VILLAGE DRIVE PREPARED UNDER THE SUPERVISION OF: ABAOA R.C.E. C45381 DATE EXP. 9/30/10 4 "' 09 S{A 4 ~ 01 "" J DATE INITIAL ENGINEER OF WORK 12 "AS-Bl.llLT' 11 THIS SHEET REPLACES SHEET 2 ORIGINALLY SIGNED ON 11/10/07. REVISED BLDG & PATIO LAYOUT, RELOCATED WATER SERVICE & DELETED 6" SEWER LAT. DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 1-i1.0"1 G.1117 ~~R~ ~l~J,A· H~ ~_;,. I· -Zt,O/i) DEPUTY CITY ENGINEER PE 3 081 EXPIRES 6/30/te DATE DWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY· RP 06-03 452-5A CITY APPROVAL RVWO av\~,'.. 051909 013009 sp~AR ANO ASSOCI/IT£S, !>IC JOB ~o. C·5-226 A-~N '-' z 5 <( Q_ u <( I EX. ELEC.)□ TRANSFORMERS □ EX, 0 CATV! □ ' ' l C/) ONSTRU.CT/01(-- ::, 50'x!0' STABILIZED ENTRANCE. W/MITAL S ROCK SIZE TO 1ST {TC-I) KER PLATES E :;us II . ::, \ ri > '-' z 5 <( 0.. u <( x w j I ' \ "' -~ - 11 Ii 'I I I II __ --=--=- DawN SPO ~, W FLO-GARD DOWNSPOUT Fil T[R 11 {TYP) EX. WALL Ii G G G SILT NCE PER C-1 FF=44.85 E=44.35 !STING .C. PAVING □ ◄-SRAKE,/i PLATES I r~-t---24 MIN. -H+---l _>--EXIST. BL G TO BE REM ID-~~ ◄•--+- EXISTING BUILDING GRAl-fl BAGS- PER SC-6 (TYP} 5 "58'07"£ 14020' LOT 21 0 PROPOSED BULD!NQ 12"X12• YARD INLET W/FLO-CARD + PLUS ALTER TG=46.90, IE=45.90 Fl'=--45.25 J PE=44.75 -REMOVE r.===:;i LOT 28 --tt-----LOT 29 -+□·C. PAV,NG • 12• YARD INLET i TG=45.00, IE=4J.50 LOT 29 " -" LOT 30 EX. CONC. "' '>I " "'- S55"58'07"w 90.20' REMOVE EX. CURB & 4' WOOD Fc.NCE EX. A.C. PAVING /---1 ~ EX. GRATE WITH ~_LOT JOH!---+-SUMP PUMP __ LOT 31 N55"25'46"£ 140.0' EX. CONC. SHED " 'vt II DI IRR 'I I. □ 0 GAS METERS □ G RAG FF 44.85 PE 44.45 BUI EXISTING BUILDING EX. WM TEI.CO □ -----------,------------ C/) ~ ::, ' EX WV F1'=4i4.92 PE= .42 -------------wv,®~--t------,'c-,----~':)/E. / LJ ::, (/) Cl' "' <( w w '-' ·>-;,: <( ' 3 w N "' (/) ' I '., X 0 w ~ CARLSBAD EX. P.S: - O_. EX. 30" S.D LOT 31 --=--,---LOT 32 EXISTING BUILDING DOWN SPOUT W. FLO-CARD DOWNSPOUT Al TER (TYP) --- EX. ST. LT. S 0 D PULL BOX VILLAGE!° DRIVE PLANS PREPARED ON AUGUST 20, 2007 BY: SPEAR & ASSOCIATES. INC ( 475 PRODUCTION STREET, SAN MARCOS, CA. 92078 PHONE (760) 736-2040 FAX (760) 736-4866 ~YAB~ lfo. C45Jll1 lhl0-011 C/V\'- or c~~ EXISTING BUILDING sco EX □ PULL BOX ST. LT. 0--- PREPARED UNDER THE SUPERVISION OF: II I Ii 11 ol 1 1 LIGHT,, I POLE · 11. L-~: \ ,'~ \ 'l I , I Ii ' ' I I ; 11 'I I I_ 1' ' I I I . '" ·W ',! LJ (/) <( (') x w Cl) ,!J II II II II II II II ! I I ,I i I 11 II 11 I' I I I 11 II " II II II II II 11 I . I i I I, I 11 (/) ·.\ ., '-.· -- Cl' w ;,: CJ (/) ' 0 x w 11 II II II II II 11 11 : I I I I 11 11 ! I I' 11 I! 11 II '-' 11 II II II 11 11 I I I I I 11 11 I J --1--- ::, Cl' w >-<( ;,: ' 0 x ·.u ::, -~---------------------------=----,,,--::, " I 11 I Ii I I I I I I I I I , I I i I ! I : I ! I I I I 11 I I I I I I I I I I I I I 1 I I I I Ii I 11 I I II I Ii I I I I ---= !J ;1/' - I II I I I ii I ii I ii I 11 I : I I I I I I I I I I I\ ' ' \ \ \ ' \1 \_ '\ -\ ' \ ' 0 10 20 30 40 SCALE: 1" = 10' -~, <:~~:: "-. ~ HAS BUILT' 1~•' ¢2z.µ1 RCE Q/5381 EXP, 9-30-10 DATE LJ (1 I REVIE\JED BY• lk.<4,. ... INSPECTOR l---~-+--+--------~----t~--t---t---t--11 SH3EET I CITY OF CARLSBAD I SHE3ETS I ::==:::::::'_':=::::::=EN:::::G:::IN:::::E:::E::::::Rl:::N:=G ::::D::::E::::::PA:::::R::::::T=ME::N=T=='...::::=~ l----+--+--------------t----t---;----i----4 EROSION CONTROL PLAN FOR: ROOSEVELT CENTER 560 CARLSBAD VILLAGE DRIVE 4 I< /09 54A <L\ AS-BUILT 11 1 {)I. tU...1 It\ THIS SHEET REPLACES SHEET 3 .?1.061 .-:-vr' APPROY9f-Q.AYI~ ,-.. H._IJJ.E~. ORIGINALLY SIGNED 01\1 11/10/07. 'p'(: ~ ){_. '/,/11,,,, J--2&. (?l·OPJ 1----=---+--+--'R"'cE;'-'Vl'='sE=o""sc,'L-c-'DG;:.=,:.&.:..:,P:=-,A-=T170'-:-L':':AY"'o;,:;u~T,~R==EL,...,O"'c7AT;:;:E:::-D -t-----1i----t-----t--~ DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/IC DA TE 1--c~c-+=-,-,---!-W'!..'Ac..!T.=cER~SE='-R:'..!V.!.=ICe:.E....:&~DE='Lc:.ET.c,Ec:cD_,6,_"_,s"'E-'-"WEceR,_L='-A'-'-T._. l-;::-=-~=;--t-=;;:--t-;;-;;-:;:;-;;--1 DWN BY: ~ PROJECT NO. DRAWING NO. DA TE INITIAL DA TE INlllAL DA TE INITIAL CHKD BY 1----~--+--~---1 RVWD BY:.,1r RP 06-03 452-5A ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL .. [:: 013009 c-