Loading...
HomeMy WebLinkAboutDWG 481-6A; MS 13-08; TIERRA LA COSTA; 01-03GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ 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 REL/EV£ THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T£ OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERMITT££'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE 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 J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA T£ PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA V£ BEEN OBTAINED FROM TH£ CITY AND OTHER APPROPRIA T£ AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON TH£ APPROPRIA T£ SHEET OF TH£ PLANS AND TH£ TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF TH£ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. TH£ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ ENGINEER-OF-WORK PRIOR TO FINA[ ACCEPTANCE OF THE WORK BY TH£ . CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCT/ON. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT . WILL BE SUBMITTED TO THE CITY £NG/NEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS AND THE • EARTHWORK SPECIF/CA T/ONS » ATTACHED TO TH£ PRELIMINARY SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO TH£ PROJECT INSPECTOR. 14. A PRECONSflUCTION MEETING SHAii BF HEID AT THE $11E PRIOR TO . THE BEGINNING OF WORK AND SHALL BF ATTENDED BY All REPRESENTATIVE$ RESPONSIBLE FOR CONSTRUCT/ON. INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. TH£ CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LIN£ AT (760) 4J8-J891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. TH£ CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCT/ON MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION R[OJ.JESTS OTHER THAN £QR PRFCQNSTRIICTION MEETING Wll l BF MADE BY CAIi iNG THE ENGINEER/NG 24 HOUR INSPECTION REQJJFST I/NE AT (76D) 4JB-J891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. TH£ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS. 17. TH£ CON1RACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECT/ON FROM TH£ HAZARD OF CAVING GROUND DURING TH£ EXCA VA noN OF SUCH TRENCH OR 1RENCHES OR DURING THE PIPE INSTALLA T/ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARJFS [ROM Tl-IE SHORING SYS1EM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMIN/STRA TIVE COD[, llif PLAN SHALL Bf PRFPAR[D BY A R[GISTEIIED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVA noN PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVAnON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. "' 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA a.. "" DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEQ{ATELY, AND THE '° PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL. NOT RESTART " UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY 5 ENGINEER TO DO SO. ~ 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING ~ WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF 1RUCKS, '.;;-EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED "' GRADING EQUIPMENT SHALL BE LIMITED TO TH£ PERIOD BETWEEN 7:00 A.M. AND . .g 6:00 PM EACH DAY, MONDAY THRU FRIDAY AND. NO EARTHMOVING OR GRADING ~ OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY cc HOLIDAYS IS AVAILABLE AT THE £NG/NEERING DEPARTMENT COUNTER.) .'. 21. ALL OFF-SIT£ HAUL ROU1ES SHALL BE SUBMITTED BY TH£ CONTRACTOR TO THE 6 CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF ~ WORK. I G; 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WAST£ MATERIAL SHALL B£ ~ DEPOSITED AT, A SITE: APPROVED BY THE CITY ENGINEER. THE CONTRACTOR :;;, SHALL Bf RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ~ ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. ~ 2J. BRUSH SHALL B£ R£MOV£D ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE > TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. i 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN TH£ PONDING OF ~ WA TE:R IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA V£ A :3-MINIMUM ON£ PERCENT SLOP£. C'; 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION "" CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND . AS APPROVED BY 6 THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. :;;, 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM 5 SURFACE AND CROSS SECTION. THE SIT£ SHALL BE LEFT IN A NEAT ANO "' ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVE:D c-AND DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY ENGINEER. "' §! 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYOROSEEOEO 9-, WITHIN TEN (10) DAYS OF TH£ TIME WHEN ~ SLOPE JS BROUGHT TO GRADE )l, AS SHOWN ON THE APPROVED GRADING PLANS. 2' 28. LANDSCAPING SHALL BE ACCOAIPLISH£D ON ALL SLOPES AND PADS AS REQUIRED 'i BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR .sa THIS PROJECT, DRA141NG NO. 481-6L, AND/OR AS DIRECTED BY THE CITY 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE: TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA T/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTING PIP£ LIN£ IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIP£ WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. J1. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF . ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS AR£ IN CONFLICT WITH TH£ PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING . DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE TH£ WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SDG&E (800)660-7J4J PACIFIC BELL (800)892~0123 TIME WARNER CABLE f760)4J8-7741 COX COMMUN/CA T/ONS 760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) ~760)434-2980 'CITY OF CARLSBAb(SEWER,WAT£R & RECLAIMED WATER) 76.0)438-2722 'SAN DIEGUITO WATER DISTRICT 760)6JJ-2650 'LEUCADIA WASTEWATER. D. /STRICT f 760)753-0155 "'IALLECITOS WATER DISTRICT 760)744-0460 'OLIVENHAIN WATER DISTRICT . 760)753-6466 'BUENA SANITATION DISTRICT 760)726-1340 *AS APPROPRIATE JJ. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTRO L D GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS [15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. . B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL COO£: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION AR£ INSTALLED IN CONFORMANCE WITH CITY ,CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF TH£ SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT TH£ GRADING WAS DONE IN ACCORDANCE WITH TH£ REQUIREMENTS AND RECOMMENDA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH£ arr. . J4. UNLESS A GRADING 'PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) Y£AR . AFTER TH£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J5. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVEST/GA T/ON ' PREPARED BY CONSTRUCTION. T[SnNG & [NGIN[[RING, INC. DA TED JANUARY 29, ,2a.1.L, SHALL BE CONSIDERED AS A PART OF . THIS GRADING PLAN. ALL GRADING SHALL BE DON£ IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CA T/ONS CONTAINED IN SA/0 SO/LS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA V£ 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. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _ ___.G .. RE'..,G'--"'GO,..F..,R.,.TZ..,£.uN ____ AT 858 449 8419 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAD£ AVAILABLE AT ALL TIMES DURING TH£ RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SIT£ AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA T/SFACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURE$ AS MAY BE REQUIRED BY THE CITY ENGINEER DU£ TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA T£ A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER TH£ APPROVED GRADING PLAN SHALL BE JNCORPORA TED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NATION OF HYOROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES. SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5. 02J OF TH£ 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 BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND TH£ FOLLOWING: A. HYDROS££{)/NG SHALL BE: APPLIED TO: 1. ALL SLOPES THAT AR£ GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b.. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH£ FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENnFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY VISIBLE TO TH£ PUBLIC. c. HA V£ ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA T£ TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH TH£ FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT AR£: 2. J. a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND · · .WATER/NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYORO$£EDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. /RR/GA T/ON SHALL MAINTAIN THE MOISTURE L£V£L OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. II / I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE c CITY OF CARLSBAD DOES NOT REL/EV£ ME, AS ENGINEER OF WORK, OF MY . HYDROSEEDING MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING:, 1. SEED MIX SHALL CONSIST OF NO L£SS THAN: RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CONSTRUCT/ON TESTING & ENGINEERING. INC. ADDRESS: 1441 MONTIEL ROAD SUIT£ 115 CITY, STATE: ESCONDIDO CA 92026 T£L£PHONE: (760) 746-4955 BY: MELLOR R. LANDY . DA TE: 03-14-2014 (NAME OF ENGINEER) R.C.E. N0.:~8~1~08~5~------------ REGISTRAT/ON EXPIRATION DATE: 09/J0/2015 SOILS ENGINEER'S CERTIFICATE I, DANIEL T. MA TH , A REGISTERED (CIVIL/ GEOT£CHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, H£R£BY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SIT£ WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF ,ll/NE 2B 201J~~AND DECEMBER ,J 207J_. TWO COPIES OF TI-/£ SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDA T/ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENG/NEER. SIGNED: .~ -------------- G. E. /P. E. NO.: _G_E~#~2_66_5 ________ _ DATE: 03-14-2014 LICENSE EXP/RATION DAT£: 12/31/2014 .OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY A . _ t,.DVISE ON THE COMPACTION AND STABILITY OF THIS SITE. WESTCAL CORP SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY METHODS FROM INFORMA T/ON GATHERED ON AUGUST 20.1.L.... BY SPIRO LAND SURVEYING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S) 223-250-14 BASIS OF BEARINGS IS THE BEARING BETl'tffN CLSB-026 AND 027 BEING N61 '24'29"E. DAT£ 2. a. 20 lbs. PER ACRE OF ROS£ CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNfCA 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 DIMORPHOLECA g. ITtMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCA T/ONS WHERE THE AREA BEING HYOROSEEDED JS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE JNOCULA TED 'MTH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAST/NG BEFORE HYDROSEEDING. I. ALL SEED MA TER/ALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL Tl.IRE CERT/FICA nON TAG ATTACHED TD, OR PRINTED ON SAID CONTAINERS. }. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT TH£ RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSnTUTED, ALL OR PART, FOR HYORAULICALL Y APPLIED FIBER MATERIAL. WHEN S1RAW IS USED IT MUST BE ANCHORED TO TH£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN SO% OF' TH£ STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RAT£ OF 500 lbs. PER ACRE. D. AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. . TRACK WALKING SLOPES STE:EPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. . c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO\,r. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURF ACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. . b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £. HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING JS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. -.. CONSTRUCTION TESTING & ENGINEERING, INC. PLANNING· CIVIL ENGINEERING· LAND SURVEYING· GEOTECHNICAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 1'ENCH MARK ' CITY OF MAP CITY OF CARLSBAD STATION CLSB-026 CITY OF VISTA ,;-0,R CITY OF :,.--'\LI SAN ~ARCOS WELL MONUMENT AT. THE END OF CURVE IN THE MIDDLE OF AND OPPOSITE JJ05 PJRAQUA STREET NGVD29 ELEVA T/ON J9J.452' BASIS OF BEARINGS IS TH£ BEARING BETWEEN CLSB-026 AND 027 BEING N61'.24'29"£. . LEGAL DESCRIPTION LOT 456. CARLSBAD TRACT NO. 72-20 UNIT NO. J, MAP NO. 7950 VENADO STREET AND £SFERA STREET, CARLSBAD, CA 92009 APN: 223-250-14 REFERENCE DRAWINGS DWG. 176-2 EARTHWORK QUANTITIES CUT: 2 130 FILL: 1270 CY CY EXPORT: -~8=6~0 __ CY WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARA noN OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR RECJUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUN/OPAL CODE 2. CITY OF CARLSBAD £NG/NEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. NIA DATED ____ _ 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA T/ONS BY CONSTRUCT/ON, JESTING AND ENGINEfRING INC DA TED Df"GEMRER 16 201J 7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A, · 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED __ .,c.JV._.~IJ_. __ _ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY -1..._ ________ DA TED J/18./2014 IIVID NO. 9 375 __ ~N.,_.A~------- 11. STORM WATER MANAGEMENT PLAN PREPARED BY---'---"'"'-----DATED-----~--- 12. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONS1RUCT/ON HANDBOOK· AND CAL TRANS CONSTRUCT/ON SIT£ BMP MANUAL. LEGEND QTY SUBDIVISION BOUNDARY / PROPERTY LINE -------RIGHT-OF-WAY -----CEN1ER LINE -----160 ----.. EXISTING CONTOUR (MAJOR) ~ --·-----EXISTING CONTOUR (MINOR) s EX. SEWER -~w EX. WA1ER SD EX. STORM DRAIN CO'J EX. FIRE HYDRANT -------FRONT YARD SETBACKS -··-··-··-··-10' WIDE PROPOSED EASEMENT DRAINAGE s PROPOSED SEWER w PROPOSED WA 1ER SD 170 Lf PROPOSED STORM DRAIN 6" SD 280 LF PROPOSED STORM DRAIN 8" BROW DITCH PER SDRSD D-75 Ill 1.5'x1.5' YARD INLET 350 SF RETAINING WALL PER SDRSD C-2 ~ ~~ FLOW DIRECTION 1· . (. '·"·:(~··~ :-✓• •~.;'~"'-=•:41:.., ..... : 400 SF PROPOSED SIDEWALK PER SDRSD G-7 v~e, .. ;, '-i 1•r"''1 :~;:~-.:~-1.~~~-.:.-!~;-: 2,525 SF PROPOSED CONCRETE DRl'lcWAY PER SDRSD G-14C 2 PROPOSED SIDEWALK UNDERDRAIN PER SDRSD D-27 OLIVENHAIN MUNICIPAL WATER DISTRICT ·- APPROVED BY: OMWD DISTRICT ENGINEER ", .. ( ' ~$,.-.~ -G,4~fi , tjf3~5-:!:; ' RCE , ' . 1-/. /2. ' . . FIRM EXP DATE . LEUCADIA WASTEWATER DISTRICT " PUBLIC SEWER SYSTEM APPROVAL "AS BUil T" APPROVED BY: LWD DISTRICT ENGINEER dz ~d.~· ;?~rl'/ /2 /2.7 It t O")/<>t/)l>I&, RCE fj/08£ XP. (.} '-lt? DATE /SHEN DEERING,P(es, RCE ~DATE ('\ ,/4.,jJ-R fJIElffl> :\r~ rv0 :1lit[10 '7:>(d. .!)£/:... /'{ II \J,J FIRM EXP DA.TE INSPECTOR I I ' DATE ~ AS-BVILT I SHfET I CITY OF CARLSBAD I SH~ETS I CHANGf IN fAO ELfVATiON l'UANGf; IN GI/ATE ELEVATION ENGINEERING DEPARTMENT vlAL.L LOCA'1'10N N'{)VEIO GRADING PLANS roR: PROPOSED BROW {)ITCH REMOVED VENADO STREET AND ESFERA STREET c,oRM 01/,f!N Gil,/, TE A/VD PIPE ADDED CH AN&li IN WALL EleVA"rtOAI CAR18BAD, CA 92009 TITLE Af:RO>!~' ?,LpN·E~!L . ;¥ •· dW n GINEER PE '41204 EXPIRES 3 31 /15 D 'TE OWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL DATE INITIAL DATE INITIAL CHKD BY: $j;/6 ENGINEER OF WORK REVISION DESCRIPTION OTl£R APPROVAL CITY APPROVAL RVWD BY: MS 13-08 481-6A -77-~ -· ;/ · .. ··.• g-ENGINEER OR PLANNING DIRECTOR. :":-------------------------------------------------------------------------------------------------------------------------------------------------....1 ff/'/(!,," \J l ,,,... / ! -, ~ ~ <'-< ... ! ~ "' r. ci % @ d,; "' -I I "' -6 ~ ~ Fl ~ ! ·[ -~ C A \ \ I STANDARD SEWER· LATERAL NOTES FOR MINOR GRADING PLANS 1. LV.O AP-PROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND ~ OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. . 2. All DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPEIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD ORAW1NGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LV.O SEWER STANDARDS GOVERN. . 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT All TIMES W1THOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. - 5. THE CONTRACTOR SHALL GUARANTEE All WORK FOR A PERIOD OF ONE YEAR AFTER THE DA TE OF FINAL ACCEPTANCE BY L'llll AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS W1THIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO L\\O. . 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHAµ_ SECURE A LWD PERMIT FOR . CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO L'llll PRIOR TO CONSTRUCTION. . . . . _ 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, QR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE W1THIN THE LIMITS OF THIS PROJECT. 8. All REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE L'llll DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. ' 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED! OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AffiR FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. All SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHER\\!SE SHOWN AS APPROVED BY LV.O ON THE PLANS. , 11. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. -12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIRED AND SOLDERED TO THE W1RE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE W1TH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. All LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. NOTES: AU TOMA TIC FIRE SPRINKLER SYSTEMS ARE REQUIRED FOR ALL FUTURE DWEWNGS. 0 -J 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, . AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LV.O. AIR TEST SHALL BE DONE AffiR CONSTRUCTION OF All OTHER 15. ~~LLJ~f~~~DA~~~fTE'itA~l~~SALL BE JN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, -MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTAWNG NEW MANUFACTURED WYES. FOR INSTAWNG NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES -AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT. 11' ~~i~~~:'~6 ~:i~n8NEG u~sFi~sf1~R!N~c~;ol%~i ;Jx~~N~T!~:~i/~A~~~tE;!~s IF NECESSARY DURING ,THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY~PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS· WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT W1TH FULL -TIME MANNED_ MONITOR!NG, NO UNMANNED BYPASS SHALL BE ALLOWED. _ 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MA TERI AL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED VIITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPUNG(S). THE REPAIR COUPLING SHALL BE SUPPED ALL THE WAY ON TO ONE PLAIN END C.: PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY. SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE. AS. MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. . 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND '!/YES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAG INDUSTRIES, INC. 'STYLE 501 COUPLING OR EQUAL SHALL BE USED, FOR CONNECTIONS OF VCP TO PVC, A -. ROMAG INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED _WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPOXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER A_STM D2000 MBA71D, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF, TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DA TE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED. BY THE LV.O DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION NOTES: G) CD @ © ® ® (j) ® ®. @) ® @ @ @ WATER LATERAL PER OMWD 1" PVC WATER; FOR THE BENEFlT OF PARCEL 2 PER OMWD SEWER LATERAL PER LWD 4" PVC SEWER LATERAL PER LWD STANDARD DRAWING S-17 & S-25 NOT USED NOT USED 6" PVC STORM DRAIN 8" PVC STORM DRAIN 1.5'x1.5' YARD INLET · STORM DRAIN CLEANOUT BROW DITCH PER SDRSD 0-75 RETAINING WALL PER SDRSD CZ & C-8 EX. 1" WATER METER LATERAL TO REMAIN; FOR THE BENEFIT OF PARCEL 1 PER OM'MJ EX. SEWER LATERAL TO REMAIN; FOR THE BENEFIT OF PARCEL 1 PER LWD 2 CONTRACTOR TO CCTV VIDEO EXISTING LATERAL TO VERFIY CON DITION PRIOR TO MAKING CONNECTION @) PROPOSED SIDEWALK PER SDRSD G-7 @ 10' WIDE PROPOSED EASEMENT FOR DRAINAGE FOR THE BENEF ITS OF PARCEL 2 @ CORNER SIGHT DISTANCE LINE - @ 1" WATER METER ~~ESS1~ £ c'/. R. ( ~ ~ . ll ,,,.~ 01.t., c:, .... ~ No.~ '" @) PROPOSED SIDEWALK UNDERDRAIN PER MODIFIED SDRSD D-27 @ CONCRETE DRIVEWAY PER SDRSD G-14C @ SIGHT DISTANCE LINE * EXP.09/30"¾ * J'-'.';, C/V\1-~'< 'torcALI~ CONSTRUCTION TESTING & E NGINEERING, INC. PLANNING -CIVIL ENGINEERING -LANO S 1441 MONTIEL ROAD., SUITE 115 ESCO_NDIOO C URVEYING • GEOTECHNICAL A, S2026, PH:(760) 746-4955 - -. ,t.\ -R.' ' DATE INITIAL ENGINEER OF WORK ' 298.8 55.5 1.0' 300.5 1.3 307.7 2 315.5 44.4' 1.2' 317.6 2.1 322.5 -GRAPHIC SCALE - , ' 20 0 10 20 40 ~----I I I -- --1 incc ~ 20 ft. - AS-BUIL.T CHANGE II~ PAD ~LEVATION ' CHANt:.E IN GRAT£ ELEVATION WALL LOCATION IW)V~P l>Rc,Pos/:D BROW PlJC.n REMOVED STORM DRAIN (..RP(Tf:' AND PIPf APPEO C.HMilG-S IN WALL ELEVATION DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ---·--·---------------- <f) -I ?J rn rn -I 5.5' 4.9' 80 I 312.00 300.27 NO 321.00 347.29 .NO "AS I?{' - RCE ,,o,--: EXP. ) VIE~ lY. )( -,(~ ..._ ~ INSPECTOR EXISTING BUil T" l!..•b•t~ ' 'l{_t'J DATE 2/1'{//1, olATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: VEN.ADO STREET AND ESFERA S'rRUr CARISBAD, CA 92009 GRADING PLAN Af.;ARO"tZ: G~'f ~·.lt~.}ES~/l lho{zoJt/ Cll YENGINEER PE 4.1204 EXPIRES 3/31/15' I D~TE, DWN BY: PROJECT NO. DRAWING NO. CHKD BY: '7~ MS 13-08 481-6A RVWD BY: !!!-------------------------------------------------------------------------------------------~-------------------------------------------------------------------- ------------___ -____ \ J,_ y i i ( I \ > 370 360 350 ---------- 340 330 320 310 300 10+00 ---- ----------- - R/W 'l. I I -I I VENA DO i STREET ' • L---- - ------- R/W I I -------. I I :==t= i I ' ---------------s-• •s---------- -------- ------------ • . .,---,PROP. SURFACE / PAD-312.00 ~ sutFACE 'CEX . 11+00 ", -------· ' ' • -------------,-----------------. PJL ------ - ' ' 2.5' I ' ! -----~--1- ' I _..:--=- ---------- 12+00 PBOFJLE; SECTION A-A HOR.: 1"•20' VERT: 1"=20' ----- -------------------------- PAD-321.00 ' =---------------- ' ~ ~~ -----------PROP. SURFACE ------- 13+00 ~ <EX . SURFACE P/L I : ~- 370 360 350 340 330 320 310 300 14+00 370 .....---..;..._----.---------------.,...--,---------..;..._ -_.·-------,------------------r----------------;-1-;;pj'li"L------, 370 --------------,----------------:--360 360 ---------------- 350 340 ,-------- 330 ~--- -------------,---------- ---------------------~ ~ --350 ~ ---------+---------- ------------- ----------~ R(W , I PAD-321 DD 320 --------t-1--------11----------T-;,,-pROP. SURFACE--PAD-312.DO ----~--7-~_ ...... ==...:.....-----,,,,,_-,.wc----------"""'"""-'"'---::="""'--==r---=---=....,_-----_--------------------1 320 310 -----------+=-Ex-. s-u-RF-A-cE_"""\_VENADojsTREET ___ ~--j ---~_::__:-__ --_------=:=:::=-~::;:::::==---=====.....t~~~=====--============L --------------+------------------------------------,--------310 300 L_ ______ l;::==--=---__:_ _________ ......L ___________________ -,--------,-_-..L_ _____________ __i_ ________ __J300 9+50 10+00 -11+00 12+00 13+00 14+00 14+50 370 360 350 340 330 320 310 300 ~ ~ ~ 9+50 -- 10+00 ------ P/L ----1 I I ----------1 EX. ~ ' ---------- ---------- -------- SURFACE~ ~----~ PAD 312.00 \=PROP. SURFACE r ----I 11+00 PROFJLE: SECTION c-c HOR.: 1"=20' VERT: 1"=20' --- -------,---------------------- - -------------- PRQEILE: SECTION B-B HOR.: 1"=20' VERT: 1"=20' --------.. ------ R/w-------~----------'l. ! I • I I I I I ------------• ' -ESFERA STREET 12+00 - ---- ----- 370 360 350 340 330 320 310 300 12+50 CONSTRUCTION TESTING & ENGINEERING, INC. /jj,Y ~J~[, _,<..-,,-,;·':;:_' :'-' ;':· .. _,._. -·---/.:.,-·. '" As-BVIL I r.L, CHANGE IN PAP £1 EVATIOM " CHAnq,fi IN r-RATE ELEVAT10111 µ W4LL L0C.A,t0N /Vl,01//!0 PROPr> SEP 8Row' Pl TC:.H Re/140Vc0 _, ':iT"ORM DRAIN GAA'/"E ANI> Pl PG APPED '" C.I-IANG-E IN WAU. fil.-E\/ATI0/11 - DAlE INITIAL DAlE INillAL PLANNING -CIVIL ENGINEERING -LAND SURVEYING· GEOTEGHNIGAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92D26, PH:(76D) 746-4955 ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL ,,•,,-,,, -ifdcc;r ,-,, ,~ ., •'">-y,r. _ ,, .,-,._.•,.,.-•-,;.'-"',.,,;,,•:, ;· -. _ "·,,,,-\>' -c,;"·, , ,, -, ,-' --__ . __ ,. ,, ,: ·,,_.5;,,,r• .• , _., ,, -:_.,,,., ~--,, ' '• - -··-----'-- I .ji "AS BUil T" [1c?':-7. le.I ,..,I&, ' RCE &teir.i E P. 't.(J1 DATE n " RizyiEl:'f BY ' I Ir,,, L J.I 1tY , I I " o IY INSPECTOR ~ \ D TE I SH§ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: VENAD0 STREET At!D ESFERA STREET CARIBBAD, CA 92009 GRADING SECTIONS APb~VED~~Kf M:;,t k. aTY ENGINE PE 41204 EXPIRES 3/31115 ~ AlE I PROJECT NO. I DRAWING NO. OWN BY: DAlE INillAL CHKD BY, :;iif!'2 MS 13-08 CllY APPROVAL RVWI) BY: 481-6A