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HomeMy WebLinkAboutDWG 442-5A; CT 05-09; BRESSI LOTS 33-39; 01-08---·-------------·--------------------------------------------------------------~~--------------~w'.:o~RK~T~o~·B~E~DO~N:::E~---------------------, § GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF TIIE CARLSBAD MUNICIPAL COOE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREv/OUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOIIN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS US/ED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REvlSE THESE PLANS ilHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONS/8/UTY Fo.R THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN RE'IIS/0//S SHALL BE PROMPTLY SUBMITTED TO THE CITY ENC/NEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER It/LL BE REQUIRED FOR ANY WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T£ OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITrEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABIUTY. THE INSURANCE COMPANY COMPANY WRITING /HE POUCY MUST HAvf A RATING OF "A--QR BEUfR AND A SIZE CA T£GORY OF CLASS V OR BETTER AS ESTABLISH[O BY "BESTS" KEY RA llNG GU/0€, 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BU/LO/NC COD£, 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 VE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPR/A T£ AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY 01/NER's PERMISSION HAS BEEN OBTAINED ANO A VAUD GRADING PERMIT HAS BEEN ISSUED. 8. NO RE'IIS/ONS It/LL BE MADE TO THESE PLANS mTHOUT THE WRITTEN APPROVAL OF THE CITY ENC/NEER, NOTED mTHtN THE REvlS/0// BLOCK, ON THE APPROPRIA/£ SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL ORA/t/NCS SHALL BECOME THE PROPERTY OF THE CITY UPON BE/NC SIGNED BY THE CITY ENC/NEER. 10. THE ORIGINAL ORAmNC SHALL 8[ RE'IISED TO REFLECT AS-BUILT CONDITIONS BY THE ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NC CONSTRUCTION. 12. ilHERE TRENCHES ARE mTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL [NG/NEER OF THE STA TE OF CAUFORNIA, PRINCIPALLY 00/NG BUSINESS IN THE FIELD OF APPUEO SOILS MECHANICS. THE SOILS REPORT It/LL BE SUBMITTED TO THE CITY ENC/NEERING INSPECTOR mTHtN TWO WORK/NC DA l'.5 OF THE COMPLETION OF FIELO TESTS. 13. A SOILS COMPACTION REPORT ANO COMPUANCE VER/f/CATION REGARDING ADHERENCE TO RECOMMENOA TIO/IS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BU/LO/NC PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF TIIE STA/£ OF CAUFORNIA PR/NC/PALLY DO/NC BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS. ALL FILL OR FUTVRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE mTH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • EARTHWORK SPECIF/CA TIO/IS • A TTACHEO TO THE PRELIMINARY SOILS INVEST/CATION. DAILY FIELD COMPACTION REPORTS It/LL BE SUBMITT£0 TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEEUNO SHALL BE HELO AT THE 5/lf PRIOR TO THE BEGINNING OE WORK AND SHALL BE A UENDED BY All REPRESFNTA UVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPER'IIS/ON. /fSTINC AND ALL OTHER ASPLCTS OF THE IIORI<'. lHE CONTRACTOR SHALL REQUEST A PRECO//STRUCllON MEET/NC BY CALUNG THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORK/NC OA YS PRIOR TO STARTING CONSTRUCTION. 11/E CONTRACTOR It/LL THEN BE CONTAC/£0 BT THE PROJECT INSPECTOR TO COORDINATE A DA TE ANO TTME FOR THE PRECONSTRUCT/0// MEETTNC. APPROVED DRA/t/NCS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT mLL BE PROWOED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTTON REQUESTS 0/HER THAN FOR PRECONSTRUCTION ME[T/NC It/LL Bf,' MAO£ BY CAIi/NG THF EIIG!NEFRJNG 24 HOUR /NSPECUON REl!UFST /INF AT (160) 438 J89l INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 eu. ON THE DAY BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS mLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERmSE. REQUESTS MADE AF/ER 2: 00 P.M. It/LL BE SCHEDULED FOR TWO FULL WORK DA l'.5 LA TER. 16. THE 01/NER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OE'IICES, /NCLUO/NC SHOR/NC, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL, STA TE ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAl!S AND REGULATIONS. 11. THE CONTRACTOR SHALL CONFORM TO LABD.R CODE SECTION 6705 BY SUBMtmNC A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHO/t/NG THE DESIGN OF SHOR/NC, BRACING SLOPING OR OTHER PR0"1SIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA "1NG GROUND DURING THE EXCA VA TION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET {5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHOR/NC S'fSTEM STANDARDS ESTABUSHEO BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA AOMINISTRA TTVE CODE', THE PLAN SHALL BE PREPARED BY A REG/STEREO EI/CINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VAT/ON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED It/THIN ANY OUR/NG CONSTRUCT/ON, OPERATIONS mLL CEASE IMMEDIA T£L Y, PERM/TT££ ma NOTIFY THE CITY ENGINEER. OPERATIONS It/LL NOT UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM ENGINEER TO 00 SO. WORK AREA ANO THE RESTART THE CITY 20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHM0"1NG EQUIPMENT, CONSTRUCllON EQUIPMENT ANO ANY OTHER ASSOC/A T£0 GRADING EQUIPMENT SHALL BE LIM/1£0 TO THE PERIOD BETWEEN 7.·oo A.M. ANO SUN5ET EACH OA Y, MONDAY THRU FRIDAY ANO NO EARTIIM0"1NG OR GRADING OPERA T/ONS SHALL BE CO//DUCT£0 ON WEEKENDS OR HOUOA YS. (A UST OF CITY HOLIDA l'.5 IS AVAILABLE AT THE [NC/NEERING DEPARTMENT COUNTER.) 21. ALL OFF SI/£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TV THE CITY ENGINEER FOR APPROVAL TWO FULL WORK/NC OA l'.5 PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WAS/£ MATERIAL SHALL BE OEPOS/T£0 AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE: FOR ANY DEBRIS OR DAMAGE OCCURRINI) ALONG THE HAUL ROUT£S OR ADJACENT STREETS AS A RESULT OF THE GRAD/NC OPERA T/ON. 2J. BRUSH SHALL BE REMOVED ONLY mTH/N THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RE SUL TING IN THE PONDING OF WA T£R IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. CONTRACTOR'S NOTE 25. Tl/ESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOKN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SI/£ APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RRIGA/£0, STABILIZED, PLANTED ANO/OR HYDROSEEDED mTHtN TEN (10) OAl'.5 OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOKN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS' AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, ORAmNG NO. 442-51 ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE 01/NER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE TH[ WORK OF THESE GRADING PLANS mTH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE It/TH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM ORNN PIPE SHALL BE REINFORCED CONCRETE PIPE It/ TH A MINIMUM 0-LOAO OF 1,350. FOR PR/VAT£ STORM DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PR0"1DEO DEPTH IS LESS THAN 15 FEET AND BACKFILLED mTH J/4" ROCK PER SORSO S-4 TIP£ "C ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOUO WALL PIPE. JI. WHERE AN EXIST/NC PIP[ LINE IS TO BE ABANDONED AS A RESULT OF THE CRAOINC OPERA TTON, IT SHALL BE REMOVcD It/THIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED mTH PROPERLY COMPACT£D SOILS. IN OTHER AREAS THE PIPE It/LL BE PLUGGED mTH CONCRET£ OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNOER GROUND) mTHtN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE R£"1SION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT mTH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTTFY AFFEC/£0 UTILITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING DA l'.5 PRIOR TO START/NC CRADINC NEAR THEIR FACILITTES ANO SHALL COOROINA/£ THE WORK It/TH A COMPANY REPRESENTATIVE. UNDERGROUND SER"1CE ALERT (800}422-4/J3 SOC.tE (858)695-3220 ATJ:T (800)695-0300 TIME WARNER CABLE (160)438-1141 CITY OF CARLSBAO(STREETS ,t STORM DRAIN) (760)434-2980 'CARLSBAD MUNICIPAL WATER DISTRICT {S1111, WTR, ,k R[CL. WTR) (160)438-2722 'SAN DIECU/TO WA/ER DISTRICT (760)633-2650 'LEUCADIA WAS/EWA TER DISTRICT (160)153-0155 'VALLECITOS WATER DISTRICT (160)744-0460 •OUVENHA/N WAT£R 0/STR/CT (160)153-6466 'BUENA SANITATION DISTRICT (760)726-/340 ;is APPROPRIA T£ 34. PERMIT COMPUANCE REQUIREMENTS: A. R CONTROLL GRAD/NC-THE APPLICANT HIRES A C/"1L ENC/NEER, SOILS ENC/NEER, ANO OR GEOLOGIST TO C/VE TECHNICAL AO't1C£, OBSERVE ANO CONTROL THE WORK IN PROGRESS {15./6./20A.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRAD/NO PERMIT-THE FOLLO/t/NG REPD.RTS MUST BE SUBMITTED TO THE CITY ENGINEER "1A THE PROJECT INSPECTOR {15.16.120A.9 .tlO/ CARLSBAD MUNICIPAL CODE.- (!) FINAL REPORT BY SUPERv/SINC 6'RAO/NG ENGINEER STAT/NC ALL GRAD/NC IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO /RR/GA TION ARE INSTALLED IN CONFORMANCE It/TH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPUANCE LETTER FROM CITY ENC/NEERING OEPARTMENI). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENC/NEER, WHICH INCLUDES RECOMMENDED SOIL BEAR/NC CAPACITIES, A STA T£MENT AS TO THE EXPANSIVc QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRAD/NC WAS DONE IN ACCORDANCE mTH THE REQUIREMENTS ANO RECOMMENOA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT mTH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED It/THIN ONE (I) 'fEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES mu BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED "CEOTECHNICAL INVESTIGATION PROPOSED BUSINESS PARK BRESSI RANCH LOTS 33-37" PREPARED BY.· SOUTHERN CALIFORNIA GEOT£CHNICAL INC. OA /£0: MARCH J, 2005 SHALL BE CONSIDERED AS PART OF THE THIS GRADING PLAN. ALL CRAOINC SHALL BE DONE IN ACCORDANCE It/TH THE RECOMMENDATTO//S SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. LEGAL DESCRIPTION LOTS 3J-39 OF MAP NO. 14960, CARLSBAD TRACT CT 02-15 SOILS ENGINEER'S CERTIFICATE /, i<'..o6f.RT G. T,cl,l_;>,2 , A REC/STEREO CEOTECHNICAL ENGINEER OF THE STAT£ OF ClJJFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT mTHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION, BETWEEN THE OATES OF 6!J.,r.,..,.._, 'I· . 20.ft;L ANO M-c,b 3 , 20..!ll.. TWO COPIES OF 'E SOILS REPORT COMPILED FROM THIS STVDY, mTH MY RECOMMEND ON HAS BEEN SUBI//TTEO TO THE OFFICE OF THE CITY ENGINEER. o I \ SIGNED· _, '-..WI---f,, · (f ~~G:', ~p·~ R.C.E. NO.: 2.b55 '9: ,PQJ o ~j No. 2655 DATE.· J fu& ¥ Exp. 12/31/0 UCENSE EXP/RAT/ON DA TE.· CELSOC Consulting Engineers & Land Surveyors of California ~o7't:c\-\~\: 0FcALI~ IMPORTANT NOTICE Section 4216 of the Government SPECIAL NOTES THE FOLLOmNc NOTES ARE PROWOED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENC/NEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONST/TV/£ APPROVAL OF ANY OF THESE NOTES, ANO THE CITY It/LL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. /. NEITHER THE 01/NER NOR THE ENGINEER OF WORK It/LL ENFORCE SAFETY MEASURES OR REGULA TTONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY 0£"1CES, INCLUDING SHOR/NC, AND SHALL BE SOLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LA 115 ANO REGULA TTONS. 2. LOCA TTON ANO ELEVA TIO// OF IMPROVEMENTS TO BE M[T BY WORK TO BE DONE SH~LL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 3. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTTUTIES. THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTTLITY PIPES OR STRUCTURES SHOKN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY ANO MAY NOT REFLECT ALL EXISTING UT/UT/ES. LOCATIONS OF ALL EXISTTNG UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCT/ON OF WORK. 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROT£CT THE UT/UTY UNES SHOWN HEREON AND ANY OTHER EXISTING UNES NOT OF RECORD OR SHOIIN ON THESE PLANS. 5. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SI/ES, SOILS REPORTS SHALL BE SUBMITTEO TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY' THAT TRENCH BACKFILL WAS COMPACT£0 AS OIRECT£D BY THE SOILS ENGINEER IN ACCORDANCE mTH THE ON-SITE EARTHWORK SPECIF/CATIONS. ' AS DEFINED IN ANO LIMITED IN SECTION 6735.5 OF T/IE BUSINESS ANO PROFESSIONAL CODE OF CAUFORNIA. 6. SAFETY FENCES SHALL BE PRO'IIOED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER. 7. DURING ACTIVE CONSTRUCT/ON, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST. 8. CONTRACTOR TO ADJUST ALL PROPOSED AND EXISTING FACILITTES TO GRADE. 9. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ALL EXISTING FACILITIES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS. 10. CONTRACTOR TO REMOVE/REPLACE/RELOCA /£ ANY LANDSCAPINC/HARDSCAP/NC lt/1/CH CONFUCTS IN ANY WAY mTH THE INSTALLATION OR PROPER FUNCTION/NC OF THE PROPOSED IMPROVEMENTS. 11. ALL PROPOSED STO,?M DRAIN FACIUTIES ARE PR/VA/£ UNLESS OTHER/t/SE NOT£0. 12. REFER TO ARCHI/ECT's PLAN FOR HARDSCAPE LA YOIJT J: SPECIF/CA TTONS. 13. FOR LANDSCAPE AND /RR/CA TIO// IMPROVEMENTS SEE PLAN FILE NO. 442-5L . 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY/NC TIIE QUANTITIES SHOIIN HEREON ANO BALANCING THE EARTHWORK ONSITE. IF DISCREPANCIES ARISE. THE ENGINEER OF WORK SHALL PRO'tlOE AREAS OF ADJUSTMENT TO THE CONTRACTOR OR CONTRACTOR SHALL IMPOR/ EXPORT AS REQUIRED TO BALANCE THE SITE. WHERE THRENCHES ARE It/THIN EASEMENTS, STREETS, OR 10' OF ANY BU/LO/NG., SOILS REPORT SHALL BE SUBMITTED TOTH£ ENC/NEER OF WORK BY A QUAUF/EO SOILS ENC/NEER lt/1/CH IND/CA TES THAT THE TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVATION OF THE SOILS ENC/NEER ANO IN ACCORDANCE It/TH THE EARTHWORK SPECIF/CA TTONS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, PADS. CURBS, INLETS AND SIDEWALKS ARE BUILT IN ACCORDANCE It/TH THESE PLANS AND APPLICABLE CODES ANO LAm;: IF THERE IS ANY QUESTION RECAROINC THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE 00/NG ANY WORK BY CAWNC THE ENC/NEER AT (858)316-3444. 16. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT MAYBE JOINED, CROSSED, OR PARALLEL TO VERIFY BOTH HORIZONTAL ANO VERTICAL LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY CONFUCT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHER/t/SE THE CONTRACTOR ACCEPTS FULL R[SPONS/BIUTY FOR ANY ADDITIONAL C(JNSTRUCTION OR RELOCATION COSTS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAIN/NC, RELOCATING, AND OR REMOVAL OF EXISTING UTILITIES. 18. THE CONTRACTOR SHALL REPLACE ALL DESTROYfO OR OAMAGEO SURFACE IMPROVEMENT It/TH IMPROVEMENT EQUAL OR SUPERIOR. PROJECT LOCATION THIS PROJECT IS LOCA T£D mTHIN ASSESSORS PARCEL NUMBER.· 213-263-01 TO -07 THE CAUFORNIA COOROINA /£ INDEX OF THIS PROJECT IS: 1990-6252 OWNER/DEVELOPER JIM JACOB SPECTRUM FLEX, LLC 406 9 TH A V[NU£, SUITE 309 SAN DIEGO, CA 92101 REFERENCE DRAWINGS owe. NOS. 331-t; 314-J.· 310-2 400-BA; 400-88; 421-3A; 421-38; (619) 816-4176 BASIS OF BEARINGS THE BASIS OF BEAR/NC FOR THIS PROJECT IS A PORTTON OF THE CENT£RLINE OF EL CAMINO REAL PER RECORD OF SURVEY NO. 14168 (I.E. NJB71'53.W} OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGIS/ERED SOILS ENGINEER OR GEOLOGIST HAS BEE R It/LL BE RETAINED TO SUPER'IISE OVER-ALL GRADING ACT/"1TY. 0 AD E ON THE COMPACTION ANO STABIUTY OF THIS . I 3./J...of DATE SPONSIBLE CHARGE' I HEREBY OECL RE THAT I THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISE, L.E CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6103 OF THE BUSINESS AND PROFESSIONS CODE. ANO THAT THE DESIGN IS CONS/STANT It/TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA/t/NGS ANO SPECIFICATIONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PARTNERS PLANNING AND ENC/NEERING ADDRESS.· 15938 BERNARDO CENTER OR. BY THE OF MY PACIFIC OCEAN VICINITY MAP NOT TO SCALE SIGNING AND STRIPING NOTES Proj~ct sit~. /. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGN/NC, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HICHWA Y AOMINISTRA TION (fHWA} MANUAL ON UNIFORM TRAFFIC CONTROL OE'tlCES (MUTCD} 2003 EDITION AS AMENDED BY THE MUTCO 2003 CALFORNIA SUPPLEMENT, THE CALTRANS STANDARD SPECIF/CATIONS (2006 OR LA TEST VERSION THEREOF), THESE PLANS ANO Tl/£ SPECIAL PRO'tlSIONS. J. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DE'tlA TION FROM THESE SIGN/NC ANO STRIPING PLANS SHALL BE APPROVED BY THE ENC/NEER OF WORK ANO PUBUC WORKS DIRECTOR PRIOR TO ANY CHANCE IN THE FIELD. 5. ALL STRIPING SHALL BE RELECTIVE PER CALTRANS SPECIF/CATIONS ANO SI/ALL BE REPAINTED TWO WEEKS AF/ER INITIAL PAINT/NC. 6. ALL SICNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS ANO SHALL USE ENCAPSULA T£0 LENS REFLECTIVE SHEET/NC {HICH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPINCS It/THIN A 500' PERIMET£R OF THE CONSTRUCTTON PROJECT mLL BE RESTORED TO A "UKE NEW" CONDITION, IN A MANNER MEETTNC THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBUC WORKS DIRECTOR OR HIS REPRES[NTA TIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFUCT/NC PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS ANO GRIND/NC. DEBRIS SHALL BE PROMPTLY RE/,/OVED BY THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LA/EST VERSION OF THE CALTRANS S/ENCILS. 11. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10· INS/OE DIMENSION UNLESS OTHERmsE SPECIFIED. 12. ALL CROSSWALKS, UMIT UNES, STOP BARS, PAVEMENT ARROl!S AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHER/t/SE SPECIFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHALL COi/FD.RM TO THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT ANO SAN DIEGO REGIONAL STANDARD ORA/t/NG M-19. 14. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINT£0 YfLLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOKN IN THE MUTCO 2003 EDITION AS AMENDED BY THE 2003 CALFORNIA SUPPLEMENT UNLESS OTHER/t/S[ SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE PERFORA/£0 ST££L TUBING It/TH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRA/t/NG M-45. 11. WHEN A SIGN IS ATTACHED TO A POL£, IT SHALL BE MOUN/£0 US/NC A STANDARD CITY OF CARLSBAD APPROVED MOUNT/NC BRACKET It/TH STRAPS. 18 EXISTTNG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARO AT 405 OAK A VENUE. 19. ALL SIGNS SHOIIN ON THESE PLANS SHALL BE NEW SIGNS PROv/DED ANO INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCA TEO OR TO REMAIN. 20. (IF NECESSARY} WHERE R4-1 SIGN ANO OMl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN ANO OM/-J OBJECT MARKER SHALL BE 12" X 12'. SPECIAL DRAINAGE NOTE THE LOT DRAINAGE SHALL BE COlLEC/ED AT VARIOUS LOCATIONS BY CATCH BASINS ANO CO//VEYfO "1A PIPE UNDERCROUNO FOR DIRECT CONNECTION TO THE EXISTING SYSTEM. PR/VA TE STORM DRAIN INLETS SI/ALL BE FITTED It/TH APPROVED POLLUTANT RUN-OFF CONTROL DE"1CES. THE DEWCES SI/ALL BE FOSSIL FIL/ERS OR A CRA VEL/SAND FIL /ER Sl'.5/EM. GRASS SWALES SHALL BE UTTLIZEO AS SHOIIN ON THESE PLANS. BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENT£RUNE OF EL CAMINO REAL LOCA TIO//: COUNTY OF SAN DIEGO BENCHMARK DESIGNA TIO// NO. R/800 288+89EC ELEVATION: 311.401 M.S.L. DATUM: N.C. V.O. 29 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOIIN ON THESE PLANS PER SITE SURVEY MADE BY PARTNERS PLANNING ,k ENC/NEERING DATED MARCH 2005 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURA CY STANDARDS. EARTHWORK Q UANTTTlES CUT FILL IMPORT REMEDIAL = 12,315 CY = IZ634 CY = 260 CY = 9,846 CY CITY, STA TE.· _;S.,c~:cNC-'Q:!:1Ec,G"'O.'--, ,,:CAc._,9::,2:.,12c:.1 __ _ TELEPHONE.· _,.,(B::::5B:,V:,:3~e,:6_-,,_34'-'4-'-4 ____ _ OESICNEO It/TH TRAFFIC INDEX OF 5.0 TO CITY STANDARDS. NOT£ I. ACCESS AISLES NOTE.· QUANTITIES SHOKN ARE NOT TO BE USED FOR HEREON ARE EST/MA TES FOR PERMtmNC PURPOSES ONLY AND FINAL CONTRACTOR PAY QUANTITIES. BY.·-------------DATE: ANDREW J. KANN R.C.E. NO.: 50940 REGISTRATION EXP/RATION DA TE.· 9-30-07 PARTNERS Planning and Engineering 15938 Bernardo Center Dr. Construction contractor agrees that In accordance with generolly accepted construction practices, construction confroctor wlll be required to assume sole and complete respons1blllty for Job site conditions during the course of constructlon of the project, Including safety of all persons and property. that this requirement shall be mode to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, Indemnify and hold City of Carlsbad harmless from any and all 11ablllty, real or alleged, In conntict!on with the performance of work on thls project, excepting lfabfllty ar!stng from the sale negligence of City of Carlsbad professional. Code requires that o Dig Alert Identification Number be issued before a San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 ENGINEER'S NOTE UNAUTHORIZED CHANGES & USES: The eng ineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans, All changes lo the plans must be in writing and must be approved by the preparer of these plans. CELSOC Consulting Engineers & Land Surveyors of California "Permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL FREE 1-800-422-4133 Two working days before you dig -J ANDREW J. KANN R.C.£. 50940 MY RECISIRAflON EXPIRES 9-J0-07 3/!S'/D'/ 6/ll/1" AJ'K ,,,, AS-BVILl' DA/£ DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRAD/NC, DRAINAGE FAC/UTIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOIIN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE CRAOINC WORK SHALL BE PERFORMED IN ACCORDANCE mTH THE FOLLOmNC DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS OIRECT£0 BY THE CITY ENC/NEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS. 4. CITY OF CARLSBAD PC RESOLUTION NO(S}. 6122 DA T£0 JUNE 21, 2006 5. THE STANDARD SPECIF/CA TIO/IS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT ANO RECOMMENDATIONS BY SOUTHERN CAUFORNIA CEO/ECHNICAL, INC. DA T£D MARCH J, 2005 ANO UPDATED LETrER DA TED SEPTEMBER 29, 2006 7. THE SAN DIEGO REGIONAL STANDARD DRA/t/NGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COSTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA T£0 N/A 9. ENvlRONMENTAL APPROVAL DOCUMENTS OA TEO N/A 10. STORM WATER POLLUTION PREVENTION PLAN {Si!PPP) PREPARED BY PARTNERS PLANNING ,k [NG/NEERING DA TEO JUNE 2, 2006 mJID NO. 931C331214 11. STORM WATER MANAGEMENT PLAN {SWP) PREPARED BY PARTNERS PLANNING ,k ENC/NEERING OA TEO JUNE 2, 2006 12. THE CAUFORNIA STORM WATER QUAUTY ASSOCIATION {CASQUA), OF STORM WAT£R BEST MANAGMENT PRACTICE, CONSTRUCTION HANDBOOK AND STAT£ OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICE (BMP) MANUAL LEGEND DESCRIPTION DWG.NO. (SDRSD) SYMBOL QTY. PROJECT BOUNDARY EXISTING SPOT ELEVATIONS EXISTING CONTOUR . EXISTING TREES . EXISTING GAS MAIN . EXISTING SANITARY SEWER J: MANHOLE EXISTING WA T£R . EXISTING FIRE HYDRANT ASSEMBLY . EXIST/NC STORM DRAIN EXIST/NC STORM DRAIN STRUCTURE EXIST/NC STREET LIGHT EXISTING CURB ,k GUTTER · PROPOSED CONTOUR . PROPOSED SLOPES DA 'r1./CHT LIMITS. CUT/FILL RETAINING WALL. PROPOSED CRASS SWALE. PROPOSED HEADWALL. . PROPOSED 5• PVC STORM DRAIN PIPE: . PROPOSED 8• PVC STORM DRAIN PIPE . PROPOSED 18• HDPE STORM DRAIN PIPE. PROPOSED T'/PE :.i-4' C.O. (PVT) . PROPOSED T'/PE 'B' CURB INLET. PROPOSED 'F' CATCH BASIN. . . PROPOSED AREA DRAINS. PROPOSED 36" /! CMP RISER. PROPOSED BROmJ/TCH. PROPOSED RIPRAP PROPOSED BUILDING FOOTPRINT . PROPOSED FINISH FLOOR ELEVATION . PROPOSED TOP OF CURB ELEVATION. PROPOSED PAVEMENT ELEVATION PROPOSED TOP OF WALL [LEVA TION. PROPOSED FLOlff./NE ELEVATION . PROPOSED TOP OF AC BERM PROPOSED FINISHEO GRADE ELEVATION · PROPOSED CURB ,t GUTTER PROPOSED RIBBON GUTTER . PROPOSED CURB PROPOSED AC BERM- PROPSOED SIGN . PROPOSED LEGEND (THERMOPLASTIC). ' AS MODIFIED BY CITY STANDARDS ·(SEPARA/£ PERMIT-REQUIRED} (DETAIL SHEET 2) . 0-34 . D-60. D-60. ·0-60· · 0-9, D-IJ. · · · 0-2~ 0-11, 0-12 -0-1, 0-IJ. PER DETAIL SHEET 2. ..... os-Jn ... -0-75' Trt'E B- -D-40' · .. C-2 . DETAIL, SHT. 2 . .. c-1 . .C-5 T'/PE A --------- •. .,.,.., .• ,e· ••••~•-•"" -... ,,_.__ -··-------·-- ~-~~-~~--3,690 SF :::::""> :::::::~·:::: ::""> : /==V::: D ·------ 855 LF I EA 134 LF 380 LF .·• ---= 960LF .---@I----4EA '" 0 © cc:, cc:, cc:, ~ _J I, FF•378.00 J74.00TC 314.00P J74.00TW 374.00FL J74.0018 J74.00fG 4 EA 4 EA 14 EA I EA 1,070 LF 110 CY 1,015 LF 1,115 LF J,525 LF 210 LF 2 EA 4 EA "P[R CITY OF CARLSBAD STANDARD DRA/t/NGS "AS BUil T" P~NING DEPARTMENT APPROVAL tl&;~ 1-1~-14 1 A~ DATE:Lf /5" P7 (SIC!OO>) CloN NEU 1 PL!NNING DIRKC'IOR RCF50'/'/0 EXP.'1··30··15 DATE ~~ DATEOt:f/o<?,0/ REVIEWED BY: ( C!OO>) i~;~o~ <}J,6-~ RECOJOO:NDED BY· C){i 1""7\e.V' VJJ':io\AO. n 1-'Z.'t· l'I · ' (PRINT N.IJIE) DATE I SH1EET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING & EROSION CONTROL PLANS FOR: BRESSI LOTS 33-39 LOTS 33-38 TRACT CT 02-Ui MAP NO. 14860 worf_C{: D~VID A. HAUSER ~--.... · / /, 4'/J1/•> · • f• r) Pt!,14114 (i,,P C. ~• ot ~EPUTY CITY ENGINEER PE 330B1 EXPIRES 6130ID8 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: c,vr> OTHER APPROVAL CITY APPROVAL RVWD BY: CW CT05-09/PIP05-06 442-5A ' \ \ ,. . ' \ ) I J .'.·; SECTION OF 12" MEfALUC, ASBESTOS CEMENT OR PLASTIC PIA TOP OF PAVEMENT r 12" CAST IRON GATE CAP 10 ,.,,....__.,..._ THREADED UO 18" 15 '+--l•- 12'' BACKALL TO TOP OF 1/8 BENO HfTH I" MAXIMUM AGC~ s 12· 560-C-3250 CONCRETE f---pvc PIPE • STD. 1/8 BENO CLOSE ENO 'lrlTH CLAY CAP &: CROUT IN PLACE OR USE MECHANICAL JOINT PLUG STORM DRAIN CLEANOUT NO SCALE 6" A TR/UM GRATE NOS 80 OR APPROV.--._ EQUIVALENT 1J 5/8" 11 112· CATE CAP (Heavy Duly) NOTE: USE FLAT BRASS GRATE FOR LAWN INLET ELEVATION (FG} AREAS &: HAROSCAPE. CONTRACTOR PER PLAN SHALL SUBMIT FOR APPROVAL 1.0¾ I.OX PRIOR TO INSTALLA T/ON. ---==----{!!.c~--=----T ADJUST ALL INLETS TO FINAL GRADED GRADES. STANDARD PVC WYE BRANCH -1.:.!5 i----5• DIAM. RISER PIPE ~ • ~ INV[RT ELEVATION (IE) PER PLAN PVC PIPE (SIZE PER PLAN} AREA DRAIN DETAIL MANHOLE FLO-CARO'" INSERT CATCH BASIN URB OPENING {SEE NOTE 6~ ,--,---p GUTTER FLOYtLJNE ALTER 800 Y---...___, FILTER BASKET FOSSIL ROCK Al TER MEO/UM POUCH SIDE VIEW™ ALTER BODY NOT TO SCALE CUTTER FLO'lrlJNE HANDLES~ FLO-CARD ALTER BODY 3/8• X 3• NCHOR BOLT (J PER SECTION) NO. 2424 CAST IRON PARKWAY GRATE WT. 115/ MAX. BAR SPACINC=l/2• ANCHOR DETAIL SCALE: NONE FOSSIL FIL TEA FLO-GARD SUPPLEMENTAL INSERT CURB OPENING INLET r-------5'------, NO. 2424 TOP SECTION OR EXTENSION W/0 K.O. t I 6" NO. 2424 STEEL PARKWAY OR TRAFFIC COVER WT. 80/ WT. 105/ NO. 2424 STEEL PARKWAY GRATE WT. 48/ MAX. BAR SPACING=l/2• NO. 2424 STEEL TRAFFIC GRA TE MAX. BAR SPACING=l/2• WT. 96/ 24 X 24 BROOKS BOX DETAIL GRASS-LINED SWALE DETAIL NO SCALE BENCH MARK DESCRIPTION: CONCRETE MONUMENT 'lrlTH STANDARD DISC STAMPED ECR /5 LOCATION: 500' SOUTH OF INTERSECTION OF EL CAMINO REAL ANO PALOMAR AIRPORT ROAD, EAST SIDE OF El CAMINO REAL, ALONG FENCE UN£ RECORD FROM: SAN DIEGO COUNTY PRECISE SUR'tEY LE'tELS (R.S. 1800-1) ELEVATION: 296.48 DAT/JI,/: ll.S.C. &: C.S. NOT TO SCALE NOTES: I. FLO-GARO"' AUER BODY SHALL BE MANUFACTIJREO FROM PETROLEUM RESISTANT RBERCLASS Ml/CH MEETS OR EXCEEDS PS 15-69. 2. ALL METAL COMPONENTS SHALL BE STAINLESS STEEL (T'fPE 304}. 3. REMOVABLE ALTER BASKET SHALL BE CONSTRUCTED FROM DURABLE POL YPROP'flENE IIOvfN 1,/0NOF/LAMENT CEO TEXTILE 4. FLO-GARD"'RLTER BODY SHALL BE SECURED TO CATCH BASIN WALL fffTH [XPANS/ON ANCHOR BOLTS AND WASHER (SEE DETAIL). 5. FLO-CARO"'INSERTS ARE AVAILABLE IN 24" OR 30• LEN(JTH SECTIONS ANO MAY BE INSTALLED IN VARIOUS COMB/NA 7/0NS (ENO TO END) TO AT MOST CATCH BASIS 'MOTHS. 6. ALTER BASKET MAY BE REMOvfO THROUGH CURB OPEN/NC FOR EASE OF MAINTENANCE 1. FILTER MEO/UM SHALL BE FOSSIL ROCK , IN DISPOSABLE POUCHES, INSTALLED ANO MAINTAINED IN ACCORDANCE 'lrlTH MANUFACTIJRER RECOMMENDATIONS. LOM:R HT. LBS AVAILABLE "2424 L/2 12· 606 w\ (2) B·x14• KO 2424 LIB tB• 909 W (2) B"x14• KO 2424 L24 24• 1030 ff:' (2) 14•x14• KO BOTTOM HT. LBS AVAILABLE "2424 830 30• 3975 W\ (2) 14"X14• KO 2424 836 36' 4050 w (2) 1rx14• KO r-----------1 L-----------J © 120 I DETAIL 2.0' 2.0' SEE DETAIL TO THE LEFT '11; . ,/ ,.,,, ...... ,,, -,, /;(/' ,., ' ' .,. ·~ ~/'-. :,'-._"'-,';,,""•·,.'>:.:.< <(>, . . . '< / . ::(A\/V'" .. // ,'· .·>'»/;/>;) -~~:-~:§?',;y'y)>,,,/~/ ';'';?~ GRASS CRETE PA vfRS OR EQUIVALENT GRAPHICAL SCALE GRASS CR ETE SWALE DETAIL l~----3'------1 : 1.5'-/1,5• 5·1 BAS€ MATERIAL PER SOILS REPORT 560-C-3250 PCC RIBBON GUTTER DETAIL NO SCALE ENGINEER OF WORK PARTNERS Planning and Engineering J 5938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 -~~A Ak,_;, /!Mv'A. ANDREW J. KANN jfl, C.E. 50940 MY R[G/STRARON [XPIRES 9-J0-07 3/t'i/o1 !rJATE NO SCALE 6/12/1'1 AJK 11\ AS-BVIL 1 DATE INITIAL ENGINEER OF WORK REVISION 0.18 t Lot 4~ bMP UB80 REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESGRIP TION OWNERSHIP MAINTENANCE SHEET NO. Ml,/NTENANCE AGREEMENT FREQUENCY BIO FILTRATION TC-JO VECETA TED PVT CC&:R J l+fEKLY AND SWALE AS NEEDED FOSSIL FILTER TC-50 WATER PVT CC&:R J J TIMES PER QUALI/Y INLET YEAR DOWNSPOUT FILTER COANDA TC-50 WATER PVT CC&:R J MONTHLY OR QUALITY INLET AS NE[DED NOTE· CONTRACTOR TO POT HOLE ALL EX/Sl/NC UTILITIES PRIOR TO ANY cONsmucnoN NOTE: NOTE: CONTRACTOR SHALL NOT INSTALL ANY IMPRO'tEMENTS THAT WOULD OBSTRUCT THE DRl'tERS SIGHT DISTANCE BET/IFEN THE DRIVEWAY AND THE ROAD CONTRACTOR SHALL IMPROVE FRONTAGE ALONG EL FUERTE ANO GATEWAY ROAD THAT ARE MISS/NC, OAMA6'EO OR RELOCATED "AS BU I LT" (DRIVEWA l's, PUBLIC STREETS, LANDSCAPING ANO /RR/CA 7/0N) AS PART OF THIS DEVELOPMENT OF THE PROJECT ~I~ i--~ ,14- RCE 509'10 EXP. '1-30· /5 DATE REVIEWED BY: ~lJ g;,,,. 7-Z'if-ltl DATE I CTOR I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT DETAIIS FOR: BRESSI LOTS 33-39 LOTS 33-39 TRACT CT 02-15 MAP NO. 14960 ~ Bv~D~v19.. A. HAUSER tx,-i;;,.;oi t;/4lz_ Pf (F,,) ~ 4-ffl1-1111 DY'-'1 TY CITY ENGINEER PE 33081 EXPIRES 5/30/08 DATE DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ~VO DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: -· J CT05-09/PIP05-06 442-5A c:, ::E rv G"> 0 .i::,. -h .i::,. oo rv I 01 )> I ' ) / -~~------------------------------------7~ ' ,; I I 4/4. /FG 0 PRIVATE STORM DRAIN DATA NO. OEL TA OR BR!J. RAO/US LENGTH REMARKS I N06"52'54"E J8.61' 18" HOPE SO 2 2J'29'42" 100.00· 41,01' 18" HOPE SO J N16'J6'48"W 75,61' 18" HOPE SO ~ 05'48'13• 200,00' 20.26' 18" HOPE SO 5 06'23'29' 965.89' 107.75' 18" HOPE SO 8 N8878'44"E 42,00' 18" HOPE SO 7 N6411'J8"E 145.6J' 18" HOPE SO 8 N75'00'58"W 124.83' 8" HOPE SO 9 N87'49'50"£ 84.39' 18" HOPE SO 10 N87'J6'J6"E 34.34' 18" HOPE SO II NOO'Oo'oo·E 150.JJ' 18" HOPE SO 12 N08'53'45"W 14.90' 18" HOPE SO IJ N88'08'08"£ 39.54' 18" HOPE SO H NOJ1J'08"E 75.68' 18" HOPE SO 15 N21 '47'14"E J6.00' 18" HOPE SO 18 NOJ'J9'55"E 4.21' 18" HOPE SO /, N41 '5B'JJ"E 49.54' 18" HOPE SO 18 N01 '27'42"E 95.60' 8" HOPE SO 19 N05'28'18"E 159.94' a• HOPE SO NOTE 1. STORM DRAIN INLETS /1,HICH ACCEPT RUNOFF FROM lli'A vELtv-WA rS SHALL BE STENCILED 'ltlTH "NO DUMPING -I UvE IN BA 1/QIJITOS LAGOON' ALONG 'It/TH A DECAL OF "DUCK" 2. ALL ROOF DRAINS DIRECTLY CONNECTED TO THE UNDERGROUND STORM DRAIN SHALL BE FITTED 111TH A COANOA FILTER REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPnON QUANT/TY BIO Fil lli'A 170N 800 lF. FOSSIL Fil/ER 5 EA. 00 WNSPOU T Fil TER 32 EA. NOT[: FOR VACA 170N OF HHITNEY PLACE PLEASE SEE DOC / 2006-0672623 RECORDED /1-21-2006 90 I DATE E a "5 a 0 ,ii ~ 0 I ,0 I N \ i --. I. -·,;::_-] !062807 . J I ' \ .. , ... -,, ·-·-,. ___ J I ! _____ .... , --·••'°''-.~----··-__ ,.::::.:. -I / ,..,,,.. ----~ .... -300~------·-..:..:-------~------··-·--··--·· ----l=J9.27' "-, \ , \ ./ .. .... . -·· .... .. ... --✓-----·· ----. .. .. R,,,J06 it--___ .... ---'· \ -\.... \ ~~,,~~: .. . ... -· .. --···"· :L;,602.99'. ·:(· ,:_ ... ---~_:_::~:t:±~'·6· :.:·::: ... ···· .... \ "-,..._ -......., \\'_ \ \ \ ✓/,/ .•••• -·D='o2·J_9'5J:. -.:-~:....~-:-~ -. -~::. ----• ' ::sr'•::-:--5,1•1 't' ""\ \·, \ ' -~----,,,---··-·--... , . -. ---· __ __, -_,.,.. . • . • \ ___-____-. • ----........_ I \ ' ' .• ~.,•a\'-··· • · · ---·····•"· -------•· · ·· \ ---+\_. --I c,,/\ \ i \ ' R;,3073.00' _ -· '"•:~ .... --: , .. : .. -~~ ~:::.----· --:: :::::::::r::. 1 ~,..-«'-..:-.:------A;t<07f' \ \ \ \ \ ···•c. •.. ..1,.. . _ .. . .. --·····--·· _ -------: ... ~--:: ·::::.. -.:.· .---· ·, '\,. _ ----«~~~~--\\_;I---1\ ii ll '· .. : " \ -----------~ .... --···"'-~------~··:·=·-·=--------=~ ~--·-.---~~~ -----~~ \ ~ \ \ ~ .. :.~~~2i~~~~::~~__c~===-~--\ = r_~ ~_:-:::-irYj'==-y_ ------\ ~\ \\ \ \ \ , -:=====-----_ _ =·'~:d>:y:..=1±' -:=------\ 1\i\,. , · \ '\ \ ········· ,--· --rm--=-c -""f'.__ -1 ,, 1 , .:iL1·--=-Y:.._=:-==-_._. ---· -0 \ \ \ \ \ -\ >~ \ I '"' \ !WAP /.4980 \ I \ \ · ' \ \ i~ ', ~ \ \\ \ \\ \ \ ~ '\ \ \'· \ \ '· '. I I JJ II \ \ \ I I. I \ 1"\ \\ -\ \ h \' \ \ I \\ \\ \ \ \ \ ~I',\ \ \ \ \ if \ I \\, \.\ , \ ,:i,J@ • "' \ . --&:\;;. ,;,•·' \ 1 1\\r'· "- \ 8" ~:\:~ --;--... \... _( \ 0 ~L~OT~L~IM~'E---\.-'\-!-------\-----1),.__ ____ ~EXi'.'.'.:'.~llM~G'.....:L:'.:.Oc..:T L::'.'../M'.::.'E_'._Ti~V ~RE,:'!'.Y,'...'l'....--L-----_j..........._\ _1[_"4 -1-· 5.....':·¥is.-:\u..\ \ )! \ I\\\ '· ~ I I' \,,i{il \\\ .. '\1 \ \ \ I \\ \ \ \ \ \\ \ \ \ ' I \ ,_, -\ '; \ ,\ \ \ ' \ i\ p', \ \ 1\ -Vl', l \ ,\ ~ 1 I \<I,\\,,. ', \ \ \ \ I \\ '\ \ I_ )), \ \ ' \ I~·"·\\\-I \ . \ \_ \ \ \ \ : \ ,-l l ' I > \ 1-' • I \ \\\ \ c\\,J\ I I l\i '.!', i \ '°'·\\~\ ID·r. / \ \\:-i,-'. \ ,'i\1s:;_ \ ;;,.; u, \ ; ;_ ' -=o, V) ' U A fA \ \ \\ ' ·, \_ "'. -, 1 /YJr1P · ,,.(, 70 0'' 1 ' / '< \ ✓ \l 1 ' \ ~ --,. I~ I \\ \ \\ ' \ \ \ \ \ V, k!~J 111fffu.o \ \ \\\,r 1 \ t~,, ~; \ \'.\'.· ; ~" J} \ I. -::::..---0-.,. ~ ~ i \ \ \ j • \ 'if,\ .... " \ LDf !JO 1WAP !49b'0 . ' . . SIDEWALK DEEPENED EDGE DETAIL NOT TO SCALE EASEMENT NOTES @A TRAmc SIGNAUZAl/ON ANO ROAD EASEMENT TO TH£ CITY CF CARLSBAD RECORED NO'.£M8£R 18, 1986 AS INSTRUMENT NO. 86-5JOJ41, O.R. @AN AWCAl/DN EASEMENT TO TH£ COUNTY OF SAN DIEGO R£COR0£0 AUGUST 11, /987 AS INSTRUMENT NO. 81-452317 ANO AUGUST 20, 1981 AS INSTRUMENT NO. 81-412299, BOTH OF OFFICIAL R£COROS. NON-PLOTABL£ @!ND/CA TES R£STRICTEO SIGHT DISTANCE CORRIOOR AREA PER MAP 14960 @IND/CA TES lANOSCAP£ MAINTENANCE EASEMENT TO 8£ MAINTAINED BY THE fl/TUR£ PROPERTY Ollr/£R's ASSOCIATION PER MAP 14960 @ 7' £LEClRICAl ANO COMMUN/CA l/ON FAC!Ul/ES EASEMENT TO SAN D/£CO CAS AND ELECTRIC COMPANY R£COROED NO'.£MB£R 7, 200J AS INSTRUMENT NO. 2003-135/662, O.R. (?)INDICATES PRIVATE DRAINAGE EASEMENT PER MAP /4960 @ 6' UNDERGROUND £l£ClR!CAl FACIUT/£S EASEMENT TO SAN DIEGO CAS AND £l£ClR/C COMPANY RECORDED APRll II, 2005 AS INSTRUMENT NO. 2005-0294004, O.R. ~· 412' <~/ -;v------, ~ ...,, \ \\,' .,;\ ~:§, 1 """'~ n ----:·h1 __, -------~ ~~1~ ~ tR '•,,.!. \ I 1 ,, A \ ~ :, \ -... <.> \-,. , _.. / ~h ,\If•·''. ,,_, \ · ' \ ' a J.irL-\.. I -< \ o, \ ' \ \ . ·51 ', \\ I --., ' t::..---. I \\ \ I I / , '" B' '-..._ , '-..._ '-., 1 \ '\ \ g ~ \.','.\,, \ ... o.50940 . 9-)0-07 I ""' \. -(o 5,•= , \ I ''1 ' ' °"' • --.. \. ,1 i \, g,, "' I ~01_ \ -109.!XFC \; '--'--1 , \'' , . \\ \. \ -~ _ _ !..q__,r ~,a 36'1 CMP RISER \ \ \ 1ffe \ (, \ \ \ \ \ Cly\\ 0 15 JO I 60 I i° GRAPHICAL SCALE ENGINEER OF WORK PARTNERS Planning and Englneering 15938 Bernardo Ce11ter Dr. San Diego, C~J. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 ·I< -1/J.Ni ..... /£=/08.-1 \ . ·"" I '\ '\1'' ~ ' I \\ \ ,Yp i:' ~" \ \ ~EfANFJJoor;t/Rf/!!1° ~ I \ ":1::: -\ \ . l \ 1 \ \ ANDREW J. KANNTR.c.E. 50940 MY REGISTRAllON EXPIRES 9-J0-07 . ~j -·· I . \ -·-==,t(JIJ.90FG !JI:!// \ j 1 ~ \ 1-\: \ ' \ I \\ \. ..: ) _., co <'" 0:Yf K--=-----?J ', \ \ \ ~ ,I\ \i 1 If /N=./01.11 \ J.·J ~ r---I \ J Rf/,(= , ,~ ",f' -· \ 1 I \ }<\\\ ', \,, I ',.\ \\\•.\•, .. L---tx-1-+.:~ I I[ (}IJT=./01.()8 \ . X ·---. ·-" ;_ ' \ \ ::t::t: --,-~C8/CY-~ '~fifft ------..__ ~; _ -_J~ :, . 1 1) \\ \\ "AS BUil T" DATE ill'.Bl!".½;\!J) ... 1 RIU=.J 1.25 " ~ ';_ ::--,·,,.\--'-A: -~\t' t:~l.<J~qq -~ ..zr::_ -==---=--';\----; . -----_ ----_ -----------. -----..... ~ :~ ;-.·_ .. ·::c~:/1 \,/ Iv!/ ·1: I \, REVIEWED BY: .. :, If f'fr;,'!,a1~!.2~n ... ii -.. ~ . ':\' . . . . ---Lj_ --._ I --""'·' l-~-.4-6-• .. ·· ',~'-""-"-+--•·-----1 ···--·/0'</"_:]=--... _····,~t':., <~y--":,?..J...~•<fO ... ·... -1;:,<tl ·., _...-.-c~·~~-• .. ,/-; I f --·\_\ _,.f.f' 8"PvC: fl. 1) cZL /•2,'(•f!f OUJ . ' • ,i "' -., .!:! ....... ·..... . ;, (.Ji'$'t'y/:.--:;;;;, . ' l(7,57ot1,,~ . ~E;;~~JA'P \ .. --1 --\--:::_...., -, ·, ... -. • 1G-f,J+[··=--·~=·:~:\'=\\·1:~.=1=·····.=··'·==c=========·~.;=1 ~,~=·=----=· ==i==~=~,-~--=-·= .. ===~i=:' ~=1==/[===4='21.1=· ====c====:c===~=.ir.:====:--;:::l~=~==T=O=R={)==~=:;;;;;;;===-:D=A=T=E=:::-1 V.9J .,, ij r:::: ~ ~ ------i.•_ ""' , rc;,'·j/iJt,::.::::""cf?sZJ':';;:·.,,.",;, .. , · .. , .. ,r-ci"' . '~P =c,7'i:--"'I('·; . '5/ili'... ----.:-::-. Jji-__..1 ,---. ' .><;_ ~•---c7' .:~~~il'l <~ 1~,---.. ····· .• .{<!5_(J2"pvc' j ------------~ -· ;i✓'f,i},f:·;/;: <:::~~f . t''.. . ~,:a:~::,~7'-! --~I-, I ,-1 I I ,0;' I I~ -;--,-,-,-·cc,·,--=,,"", ,-=,,--t,, I(;;;;;,=_:.._~. ·=,·,J-·.L-_:_'-=,.-~~:'.:c 7; ... --~·<. ~~f½ / _. , w c11xlNE~R~G ~E¾A~k~~AD I SH~ETS I c\nc ;,1.,r'' PER owe .. ..!f'lir qi ------(1\)7··~ • . ,,., · f::' .. . :,,:. 1 f1-11l.4,0Q '·--.. . ... ,...,-c.:""· -I}; .. --···· 1-----+----f------------------+---+----f---.....jf----l r--=~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-=-=~-=~~~··'~'··~t:~it·,=··,••·,.,~.,., .. "~'••··"·'···~·:'t0PSf-~9.q=·•·-:S/1fl~.,=_-=-=====• ... •.••·•< ---.. -.... ~/~\'J.-,,,-,$" : (,i • --.'ifc . _ .. 415:_fOTC. __ ---·-cc" . r,'§Cc --;/ .· f;~ .... --· · 1/ -~=====~=====~=================================~=====~=====~====~~====: GRADING & EROSION CONTROL PLANS FOR: '">/Ogg · ·"' tir. · E,./Jsr . ' ' ,.'\-I ... • .. . -,_..i------"' BRESSI LOTS 33-39 Nolf.· · ,, -L___ __ p~ 0;1o"fo}f;;. _ · ~~ ____________ .-·',\..---+----+----------------+---+----..... --!---• ~=====L==o==rs=<=ss£-=3=9==TR=A==c==r=c=,r==o==2=-;:,1=;5=cMAP==N=o=.=1:;:4=9=50~ g~'fr~~~r:As::t'::f~t:izT~~:::~:LR;rgiA~~ND c.f !~_' "-'-~=-,,,.=· ~~;:1,.-,:. :;:: __ :·: -·--.~~:~•~·~1-----+..--.....jf------------------+---+----f---.....jf----l A. HA~~~,1U'< <>t 4/J_'6:z__ t:~~:; ig-F "!:t~ug/i,.£~~~':N~'/:Sf,,Af/1Ji/:g/RRICA l/ON) -/l:101"0;:t .. IE 0/J/o108.6J !}, -······ 11____ _ .... _ .. _,::·;_;_::> ,:.•:::c~---···· ::·:··:·-···_· ·_· --t6b ,Jj/~lllJiic!c-ll'i'__,_lrtfAf~J);l<i{_1~1t,~;4,\5'Sc..-=J:1?,~V~l[L=-"'fTC~~~~~~~~~~~~--~~~~~~~~-tc...,-~~~J~~~~Jc~~~~J~--~-I--I WNUTYBY·.C-IT_Y_E_N_GINEER PE 33061 EXPIRES 6 30 08 DA TE . r PROJECT NO. DRI.WING NO. DATE INITIAL DATE iNITIAL DATE INITIAL CHKD BY: GYP REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: .Clt\L... CTO5-O9/PIPO5-O6 442-5A ·-:::::.:.:..:~ .. ··· ENGINEER OF WORK ~ V, w E 0 0 ., 0 <U ,.._ 0 I "' I N ~ • 0 .; 0 a. "' "' ,.._ "' , I 06zs_otJ i j I I (j) PROPOSED PA ',f/,/fNJ MAI/KING {J) T'tP[ VII {I) {lHERMOPlASTIC) (J) 12' SfOP BAIi ANO LEGEND 'STOP' PER CAL TRANS STAIIOA/10 A2/0 (lHERAIOPlASTIC} (}) 'STOP' S/CN PER RI-I 0 @ 00/JBLE /El/.OW SlR/Pf PEJ/ CAL/RANS SW/DARO DETAIL 21 8' ',/1/ITE STRIPE PEJ/ CAllRAIIS STAI/OARD A200 DETAIL JOA ~ - ; DETAIL 1 1·=-40' SIO[i'IALK """"-l+:---==--+~'i"---H>a 1.5' WATER SERI/ICE LA TERAb, 6. = govo·oo· 1.5' WATER SERI/ICE LATERAL 6. = 4Bvo·oo· 8' FIRE SER'IICE LATERAL 6. = 90V0'o0' •,. '-Rv,C£ ,, 6. = 90VO'OO' . ·• .. PVMT. SECl/ON {LICHT): STALLS 71=4.O {MIN 3• AC O'tf:R 6' CLASS 2 Afl)_ . @ Pl/MT. SECl/ON {HEAVY): AISLES 71=1.O {MIN 4• AC O'tf:R 13' CLASS 2_ J!B) .. . 1 ·. ::·••··•····•··•····•··•····•··•·I . ~~ @ PARKING STRIPE;HANOICAP . . . . . . . . . .SEE DETAIL THIS SHEET . . . . . . . I 1~~11 0 PA'IEMENT CONCRETE ............ 1.0• PCC .............. · @6• AC BERM ...........•..•...•. .C-5. T.YP.E. '.ii'. . . . . . . . . . HANO/CAP SYMBOL PER SORSO M-2g 4• BLUE 4• WHITE (TYP) ELEV. prr:rN BUMPER ~\J ~~ Jix ,,12 ~ ffR PLAN~-MAX SLOPE 4• WHITE (TYP) PARKING. SPACE STRIPING • MAX. SLOPE NOT TO EXCEED 2¾ IN ANY DIRECllON NTS INTERIOR PARKING LOT <> WATER LATERAL DATA NO. OELTA OR BRC. RAO/US LENGTH REMARKS 1<1> N48"06'21"E 9.60' 1.5' PVC WATER SER'IICE LATERAL l<l> N41"5J'J9'W 16.78' 1.5" PVC WATER SERVICE LATERAL l(J> N90VO'OO'E 45.46' 1,5• PVC WATER SERVICE LATERAL I<~> N49.26'J5"W 14.36' 1,5• PVC WATER SERVICE LATERAL 1<5> N20'J7'4J'W 4. 11' 1.5' PVC WATER SERVICE LATERAL 16> N19'J5'11 'E 3.26' 1.5" PVC WATER SERVICE LATERAL 1<7> N64'24'/2"E 15.88' 1.5' PVC WATER SERVICE LATERAL 1<8> Noo·oo·ao·w 29.JI' 1.5• PVC WATER SERVICE LATERAL 1<9> NOO'J4'17"W 1.48' 1.5' PVC WATER SERVICE LATERAL 1<1o.> N9o·oo'oo·w 39.23' 1.5" PVC WATER SERVICE LATERAL <!f> NOT USED <i2> NOO'OO'oo·w 11.57' 1.5" PVC WATER SERVICE LATERAL <i" > N9o·oo'oo·w 22.34' 1.5' PVC WATER SERVICE LATERAL <10 N9o·oo·oo·w 42.90' 1.5' PVC WATER SERVICE LATERAL <it> Ngovo·oo·E 39.78' 1.5' PVC WATER SERVICE LATERAL 1<10 NOOVO'oo·E 3.54' 1.5' PVC WATER SERVICE LATERAL I <17-> NOT USED l<tt> N9o·oo'oo·w Jl.58' a• PVC FIRE SERVICE LATERAL 1<1"1;;, NOT USED '< 'i!it> NOT USED l<2t> NOT USED I< '> NOT USEO I< t, Noo·oo'oo·w 34.57' a• PVC FIRE SERVICE LATERAL I< '.> N9o·oo'oo·w 144.68' 8' PVC FIRE SERVICE LATERAL I< t, NOO'OO'oo·w 20.70' a• PVC FIRE SERVICE LATERAL /' ', 'A~Q . 5£ • ,,.,,. ,. :>,,. '\ 1//, ;. 5'•'/f ir-i; •oa . ,,,,. ,,.--1//4 ·\.\\ .\/ 't>· •~: ,~'-.., l'K i~ ~ -i ~ii~ti!t!ll! , < \ \ \ "'·"\ · 1 l .. , __ :_ .. : __ : __ ··~. a---~-~~===-=-~~ '\ r, , ---\ ----7 " I< t, Noo·oo'oo·E. 16.06' 8' PVC FIR£ SERI/ICE LATERAL I< i'.> N90'00'00"W 99.75' 8' PVC FIR£ SERVICE LATERAL I< t> Noo·oo'oo·w 21.07' IJ' PVC FIRE SERVICE LATERAL I< Y;> Ngo•oo'oo·w 66.54' 8' PVC FIRE SERVICE LATERAL \ \ \ / / ~___;_;~-g_:::=_.-:r,---,_. -. ..---,, J._,,'._,...i-c:~=-~\ "······.J rr:-y~--y----A ,... \ I \ \ \ \, /~I I .___._~-=-, .. ~=-= ,,,.\ ' ' ' ( ':=--~-:2.·1--Ly ·, \ / \ \ NOT£· /. CONTRACTOR TO PRO'IIOE ALL OEFLECl/ON COUPLINGS REQUIRED FOR THc CONSTRUCl/ON OF THE WATER MAIN. Z ALL WATER ANO FIRE SER'IICE LATERALS ARE STUBB£0 YrfTHIN 5.0' OUTS/OE OF THE BU/LOINCS czi_,.J .. J.p ... ~ .. ~E~~~~~[~~~s:~::.J:.:1i~~ir,,~1..1_j.' ... ·'~·=·.2:·t"·· .. ·.i.·.,_·~-'-.· .. ·.·.~.-..... ,r .... ~·7·1·~-·~·.,.~,; .. ·.·.·~•L?.~.*.,'~L.~. ~ ..... ;.·;······==:~'!\~•.·······•~s:~:~ ••.. · .. ·~·~-~-=.cc=i·.,~-'-L-:,1,.~-..... -,",,,.~,d-.11 -,, ~ ~ i ... SEE DETAIL .2 PER !Jl.!S, SHtEr: ·· .. · .. ";' ... ,"TI;f= ...•..... -,.c···""·•·· .i1==-::1"=·=······""···::,, .. -::::_; .... ~:,,,7,.J,¾; \ . \ ..,. ...-A.1 _;;· •' ... --.,· ,,./ ·, ·; \.,<" .. ..-:... r-----.. -.. i -J.. FOR STRIPING / . --... ·\'J \I!!· ·,, --::: =: z:.:; 1: ,, -. \ ---:.::>·_/_ .... /-. I-----·---, ~ /'~') . ®. / ;J----~ -+ ~ ,,./ 1,7r , .... -.... ········~\~f ; -· © ' \,,, .. ,,.-·•'"f"" .. S/l}[J'IALK . ·-· ;'i)~I .... y•-• .. --... \::. SIO[i'IALK DETAIL 2 ,·=40' , PARTNERS · · Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 l ANDREW J. KANN R.C.E. 50940 MY REG!SrRA RON EXPIRES 9-J0-07 ................. o(tc;/07 DATE ' . i ; ! . ' '-,),, ;WAY BOAD .:-::::: , . .,~------· --...... · 'Q/ 11./ IY AJ'K 11, AS-Bl/IL i DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION •• '"k'-!•-• "AS BU I LT" . 7 ... '" i i ~/~ .;....,,:: 1-/5'~/'f -- RCE 5O'l'iO EXP. 9")0-15 DATE REVIEWED BY: IN~~ l ·21·1'/ DATE I S~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING & HORIZONTAL CONTROL PLANS FOR: BRESSI LOTS 33-39 LOTS 33-39 TRACT CT 02-15 MAP NO. 14960 l~OVFJ'. D~ID A. HAUSER lfx? ','l<f',. m&_ 1; m ,.i..> ).J'E14tl'f ' I ()1 DEPUTY CITY ENGINEER PE 33061 EXPIRES 6 /30 08 DA TE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C,vp Ql}IER APPROVAL CITY APPROVAL RVWD BY: .L1!t'L.. CT05-09/PIP05-06 442-5A -----------------------------------------------------,~ E EROSION CONTROL NOTES. I. IN CASE EMERGENCY WORK IS REQUIREO,CONTACT ~KE.=N~S"'-A~T.=TE.=RL=EE~---- {PHONE NUMBER} {85ll} 535 3808 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SI{£ AT CON'IENIENT LOCATIONS TO FACIUTA TE RAPID CONSTRUCT/ON OF TEMPORARY 0£"1CES 111-/EN RAIN IS IMMINENT. J. DE'IICES SHOWN ON PLANS SHALL NOT BE MO'IEO OR MODIFIED 'lr1THOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OE'IICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. -5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES 111-1/Cfl MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PRE'IENT PUBUC TRESPASS ONTO AREAS I/HERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PRO'IIOEO PER THE APPRO'IEO GRADING PLAN SHALL BE !NCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK/NC DAY. 9. ALL REMOVABLE PROTECT/'!£ OE'IICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY 111-/EN THE F/'1£ (-5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMO'IEO AFTER EACH RAINFALL. /0. ALL GRA 'IEL BAGS SHALL BE BURLAP TYPE 'lr1TH 3/4 INCH MINIMUM AGGRECRA TE. II. SHOULD GERM/NATION OF HWROSEEDED SLOPES FAIL TO PRO'IIDE EFFECT/'!£ CO'IERAGE OF GRADED SLOPES (90% CO'IERACE) PRIOR TO NO'IEMBER 15, THE SLOPES SHALL BE STABIUZEO BY PUNCH STRAW INSTALLED IN ACCORDANCE 'lr1TH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. LEGEND• DESCR/P TION SYMBOL QTY. STABIUZED CONST. ENTRANCE ~ 1,600 SF GRA 'IEL BA GS = 3, 18-5 EA SILT FENCE 0--0---0-0--0 1,260 LF H'tDRO-SEED MIX 1· · · · · · 1 .. ... " ... " . 324,500 SF TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO /RR/CATION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HWROSEEDING SHALL BE APPUED TO: /, ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO 'IERTICAL) OR STEEPER 111-/EN 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 THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPRO'IEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) It/THIN 60 DA Y.S' OF ROUGH GRADING. b. !OENT!F!EO BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY ',/SIBLE TO THE PUBUC. c. HA 'IE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HWROSEEOEO AREAS SHALL BE /RR/GA TEO IN ACCORDANCE 'lr1TH THE FOLLOW/NC CRITERIA: C. 0. 1. All SLOPES THAT ARE GRADED 6: I OR STEEPER ANO THAT ARE: a. Tf/REE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CON'IENT!ONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PRO'IIOING /OOX CO'IERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CON'IENTION- AL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PRO'IIDING IOOX CO'IERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE !RR/GA TEO AS APPRO'IEO BY THE CITY ENGINEER, PRIOR TO HYOROSEEDING. THE DE'IELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/CATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. !RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPl/MUM LE'IEL FOR THE GROWTH OF THE HYDROSEEOEO GROWIH. H'tDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLL0/'1/NG.· I. SEED MIX SHALL CONSIST OF NO LESS THAN.· 2, a. b. C, d. 6. g. h. ,: j 20 lbs. PER A CR£ OF ROSE CLO 'IER 20 lbs. PER ACRE OF ZORRO FESCUE J lbs. PER A CR£ OF E SCHOOL CIA CALIFORNICA 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW} I. I /2 lb. PER A CR£ OF 0/MORPHOLECA ITEMS c,d,o, AND f OF THIS SUBSECl/ON MAY BE OMIT.TED ON LOCA 7/0NS MIER£ THE AREA BEING HWROSEEDEO IS NOT 'IISIBLE FROM EITHER A PUBLIC STREET OR RESIDENl/AL STRUCTURES. ITEM a OF THIS SUBSECl/ON MUST BE INOCULA TEO 'lr1 fH A NI !ROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILL/NC OR BROADCAST/NC BEFORE H'tDROSEEO!NG. ALL SEED MA TER/ALS SHALL BE TRANSPOR TEO TO TH£ JOBS/ TE IN UNOPENED CONTAINERS 'lrlfH THE CAUFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERT!FICAl/ON fAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE H)'[]ROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE I MULCH APPUEO AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HWRAUUCALL Y APPLIED FIBER MATERIAL. WEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 507. OF THE STRAW INTO THE SOIL J. FERTILIZER CONSIST/NC OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, It/TH 15% SULPHUR APPLIED A T THE RA TE OF 500 lbs. PER ACRE. AREAS TO BE H)'[]ROSEEOED SHALL BE PREPARED PRIOR TO H'tDROSEEDING BY.· I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b, HARRO/t/NG AREAS 6: I OR FLA TTE/f THAT Al?E SUFFICIENJL Y FRIABLE. c. RIPPING AREAS THAT It/LL NOT BREAK UP USING ITEMS a OR b ABOv£ 2. CONDll/ON!NC THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a, ADJUST/NC THE SURFACE SOIL MOISTURE TO PRO'IIDE A DAMP BUT NOT SA TURA TEO SEED BED. b. THE ADDI f/ON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACH/NC OR CO'IER!NG SALINE SOILS TO PRO'IIDED 'IIABLE COND/710NS FOR GROWTH. E. HWROSEEOEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS 'lrl-lERE H'tDROSEEOING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND All BONDS RELEASED. PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 -~.,,~ /(~ ~t,c;/01 ANDREW J.KAWr R'.C.E. 50940 ~. MY R[G!SmA T/ON EXPIRES 9-J0-07 -~ '.(,lj",\t It ()f' ~1.,0 (;' /0~ 2 BAGS HIGH '<J'f l'J LOW POINT ') 0000) [6_]1----~I 0 ~c,c,~ J BAGS HIGH TYPICAL INLET DETAIL GRAVELBAG DETAILS NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE -METAL SHAKER PLATES '/rill BE REQUIRED AT ALL LOCAl/ONS UNLESS SPECIFICALLY WA/'1£0 BY THE ENGINEERING INSPECTOR DUE TO SITE CONSTRAINTS. -THE ROCK SIZE SI/ALL 8£ 2• MINUS -A FENCE, BARRICADE OR OTHER OE'IICE APPRO'IEO BY THE ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCl/ON TRAfflC TO THE CONSTRUCTION ENTRANCE EX!Sl/NG GROUND L JO' MIN. -, 50' MIN. 12" MIN PROFILE 2• MINUS ROCK PUBLIC R-0-W FILTER FABRIC PUBLIC R--W STEEL SHAKER PLATES/RUMBLE RACKS 20' MIN. RAO/US FENCE/BARRIER TO RESTRICT TRAFFIC TO CONSTRUCf/ON ENTRANCE PRO'IIOE APPROPRIATE TRANSITION BET'IIEEN SfA8/UZED CONSTRUCI/ON ~~ ENTRANCE ANO PUBLIC R/(,'Hf-OF-WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 'o/ 111/'f AJ.K 11,A5-6VILT DATE INITIAL ENGi NEER OF WORK REVISION DESCRIPTION .. R/W R/W GRAVEL/GRAVEL BAGGING ON STREETS NOTE: CATCH BASINS, DESIL TING BASINS. SANO BAGS, CHECK DAMS ANO STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER. THESE FACILITIES SHALL BE CLEANED ON DATE A REGULAR BASIS, KEPf FREE OF SOIL ACCUMULA T!ON. --<~ED FIRST ROW OF GRA 'IELBAGS HALF DEPTH ~OPENING AT INLET --~ED FIRST ROW OF GRA'IELBAGS HALF DEPTH BAG EMBEDDING DETAIL 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE It/RE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL ANO COMPACT THE EXCAVATED SOIL. INITIAL DATE INITIAL FILTER FABRIC ...... =[\Q"'-11)).,___ SILT FENCE PREFABR!CA TED Sil lFENCE MA '/BE USED IN LIEU OF IN PLACE CONSTRUCI/ON. "AS BU I LT" ~~ 7-(r;-,<{, RCE 50'f '/ 0 EXP.9-30-15 DATE REVIEWED BY: <:: 1 ,. a J )-'2.~-/i( l~~CTOR () DATE w CITY OF CARLSBAD I SH~TS I ' ENGINEERING DEPARTMENT EROSION CONTROL NOTES & DETAILS FOR: BRESSI LOTS 33-39 LOTS 33-39 TRACT CT 02-15 MAP NO. 14960 !~Rfil(:!A~~-A. HAUSER 1/4h_ '1t?'k.441l,f /!s;(P c,/10/.-~ 1, /1 P7 l{EPUTY CITY ENGINEER PE 33081 EXPIRES 6/30108 DA TE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: GtvP OTHER APPROVAL CITY APPROVAL RYWD BY: c;_v:T CT05-09/PIP05-06 442-5A " ) / I l i j ! l • ! ! , / I ! I l , / / // i / .. ) j i ! i f ! I '/ ! ! • i / ! f ; .• ! / I j I ! I I f l I l I I "-... \.···· '__ ' ·_ ', ' . ; '. i J ,_>·•--~ .·.--~ .,'. PALOMAR AIRPORT RQ/\0 .,,.,• ,·,, / / /' / ..... " -...... ,_ , .. ---· --. _..,,. GRAl-f"L BAGS SE£ DETAIL SHEET 6 FOR PLACEMENT {TYP) I I in I 60 90 GRAPHICAL SCALE PARTNERS Planning and Engineering l 5938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 "'?'l'S-/4 ? ____ _ ANDREW J. KANN R.C.£. 50940 MY REG!SfR.47!0N EXPIRES. .9-.J0-01 DA1E "AS BUil T" RCE __ _ EXP. ___ _ DATE ~:_.::_.::.....-------------------...:__=-====+:=-----------. ... .. ... INSPECTOR ~J-==-~=t=_ -=~-t -==--==--==-===-===-===-===-===-==~-==;_;-_=:--!--+=-= -:t ~==-,;;_=iF---=-~:L1:;S=H;;7E=ET!1 :c:I:T:Y:~o= F;¢F· :c:TA=R:~L=S:B:A:D::~S=f-'~lE=.E~T=isril RE\1EWED BY: DATE f-;:::: ENGINEERING DEPARTMENT 8 DA TE INl11AL ENGINEER Of' WORK REVISION DESCRIPTION DA TE 1Ni11AL 011iER APPROVAL DA TE INl11AL CITY APPROVAL EROSION CONTROL PLAN FOR: >'•~---\ -~,, .. ,,_.,,_ ' OWG442-5A sofS 1$3 u..:6 t\:H) l1 LO-(.-l': fo•p'\!Od:,!US ' ~ ,II ---111111111f'-~ :, .;.; ~ c.;; al ~ ~ ~ <::, ,.., -., ;s ,,., ..., ;s ;i;' "' ~ ~ . ·-,,..,..., ~ .: .., .J. ~ Q ·.: ... ,..,,,, <I) "' t-s_ ~ tu ~f'.l V"j r.,." :.: "' -. 'st-"' ~--v"" "I-"' ~ ~ °' "I-,.,., kl ~ • '? "6 t. '"\'! ~ui'.:~ ~ § l:: c "'-o2' ,..,,,, 0-0 "' 0-0 oO' .,., ~ ,:: i:q "' "' 90 ~ "i:! 90c:i ilO ·--~ t! ("\<) '-...::.:... : • '-\.;""°'~->st -.,., <::!;:;'! ,? CL, -."".l-."'< ---~ • ,;,1s,1~EfR * "-..I t1~ ~l~ ~ i J 'lo i., ... l8: r--.. 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