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HomeMy WebLinkAboutDWG 453-8C; CT 04-26; THE FOOTHILLS AT CARLSBAD; 01-14CHAO/NG NOTES (IN AODl170N TO TH£ REOUIRDIENTS OF CHAPTER 15.!6 OF TH£ CARLSBAO MUNICIPAL COO£) I. THIS Pl.AN SUPERSEOES All OTHER Pl.ANS PREVIOI.JSI. Y APPR01£0 BY TH£ CITY OF CARLSBAO REGARD/NC GRAD/NC SHO/tN ON THIS SET OF Pl.ANS. 2 APPROVAL OF THIS PlAN 00£S NOT l£SSEJI OR WAIi£ ANY POR170N OF TH£ CARLSBAD MUNICIPAL COO£, RESOl//1/DN OF CONDl170NAL APPROVAi,, CITY STANOAROS OR OTHER AOD/1/0NAL {}(X(JM£NTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PRO.ECT. TH£ ENGINEER IN RESPONS!Bl.£ CHARGE SHALL REVISE THESE Pl.ANS WHEN NON-CONFORMANCE IS DISCOVERED. l CITY APPROVAL OF Pl.ANS 00£S NOT REl/£1£ TH£ DDUOPER OR ENC!NEER-OF- IKJRK FROM RESPONSIBIUTY FOR THE CORREC170N OF ERRORS AND OMISSIONS DISCOVERED DUR/NC CONSTRIJC170N. All Pl.AN REVISIONS SHALL BE PROMPTZY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ,f.. A RIGHT-OF-WAY PERMIT FROM THE CITY ENC/NEER Will BE REO/JIRED FOR ANY IKJRK IN THE P/J8l/C RICH T OF WAY. PRIOR TO PERM! T ISSUANCE, A CER17FICA TE OF INSURANCE MUST BE FILED NAM/NC THE CITY OF CARLSBAD AS AN AOD/1/0NAL INSUREO ON TH£ PERMITTEE's POI.ICY IN TH£ MINIMUM AMOUNT OF /1, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILITY. TH_(, INSURANCE COMPANY 11811/NG THE &.ICY MUST HA 1£ k1 RA gNG lf t1 ANO A SIZE CATEGORY OF CLASS VAS £STABl!SHED BY BESTS KEY RA17NC GIJIOE. 5 UNLESS EXDIPTEO BY SEC170N 30!.{b}5 OF THE UNIFORM BU/LO/NC COO£, RETAIN/NC WALLS OUTSIDE OF PIJBl/C RIGHT OF WAY REOUIRE SEPARATE PERM! TS FROM THE 8llllDINC OEPAR TYEN T. 6. NO IKJRK SHALL BE COMMENCED UN 1/L All PERMITS HA 1£ BEEN OB TAINEO FRO/I THE CITY ANO OTHER APPROPRIATE AGENCIES. 1. APPROVAL OF THESE Pl.ANS BY TH£ CITY ENC/NEER 00£S NOT AUTHORIZE ANY llfJRK OR GRAD/NC TO BE PERFORMED UNTIL THE PROPERTY 0/tNER's PERMISSION HAS 8EEN OBTAINED ANO A VALID GRAO!NC PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL 8£ MAO£ TO THESE Pl.ANS llfTHOUT THE IIRITTEN APPROVAL OF THE a TY ENCIN££R, NO TED /If THIN TH£ REVISION Bl.IX!(, ON TH£ APPROPRIATE SHEET OF THE Pl.ANS AND THE 1/TZE SHEET. 9. ORIGINAL ORA WINGS SHALL BECOME TH£ PROPER TY OF TH£ a TY //PON 8£/NC SIGNED BY THE CITY ENGINEER. 10. TH£ ORIGINAL ORAWINC SHALL BE REV/SEO TO R£fl£CT AS-8ll/LT CONDl170NS BY THE ENCINEER-OF-IKJRK PRIOR TO FINAL ACCEPTANCE OF THE llfJRK BY TH£ CITY. ff. ACCESS FOR FIR£ ANO OTHER DIERGENCY ';Vita.ES SHALL BE MAINTAINED TO THE PRO.ECT SITE AT ALL 1/MES DUR/NC CONSTRIJC170N. 12. WHERE TRENCHES ARE llfTHIN arr EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY MJRK SHEETS ANO (C) COMPAC170N CURIES. SHALL BE SUBMITTED BY A PROFESSIONAL ENC/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN TH£ F!ELO OF APPl/£0 SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEER/NC INSPECTOR llfTHIN TlfQ IIORK!NC OA rS OF THE COMPl£170N OF FIELD TESTS. fl A SOILS COMPAC170N REPORT ANO COMPl/ANCE VER!FICA170N REGARD/NC AOHERENCf TO RECOMMENDA 1/0NS OUTZINEO IN THE SOILS REPORT IS REOUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERM! T. ALL CON TROLLED GR AO/NC SHALL BE DON£ UNDER TH£ 0/REC 1/0N OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DO/NC BUSINESS IN TH£ FIELD OF APPl/£0 SOILS MECHANICS. All Fill OR FUTURE Fill AREAS SHALL BE CONSTRIJCTEO IN ACCOROANCf llfTH THE CITY OF CARLSBAD STANOARO SPEC/FICA 1/0NS AND THE • EARTHIKJRK SPEC/FICA170NS • ATTACHED TO THE PRELIMINARY SOILS INl£S17CA170N. DAILY FIElO CO/IPAC170N REPORTS WILL BE SUBMITTED TO TH£ PROJECT INSPECTOR. I 4. A PRE CONSTRUCT/ON MEETING SHALL 8£ HELO AT TH£ SIT( PRIOR TO THE B(C/NNING lf #WK ANO SHALL Bf A TTEN0£0 8Y All R£PRESENTA T/1£S RESPONSl8i.f FOR CQNSTRUC170N. INSPECTION. SUPER'IISION. TESTING ANO All OTHER ASPECTS lf TH( IKJRK. THE CONTRACTOR SHALL REOUEST A PRECONSTRIJC170N MEETING BY CALL/NC THE INSPEC170N LINE AT (160) 4J8-J89/ AT LEAST Fil£ (5) MJRK/NC OA rS PRIOR TO STAR17NC CONS/'R!JC"!ION. THE CONTRACTOR WILL lflEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO 1/ME FOR TH£ PRECONSTRIJC170N M££17NG. APPROvf!J DRAWINGS M/JST BE AVAILABl.£ PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROV/0£0 BY THE PROJECT INSPECTOR AT TH£ MEETING. 15 All INSPECTION REl)l,JESTS OTHER THAN FOR PRECONSTRIJC170N MEETING Will BE 716~ 8k'!JJ~tS!f#t'!rflf/lfl!&f!iZfs1 llS:.Ef#ffo !f/ti9lCf ef ON TH( OA Y BEFORE TH( INSPEC170N IS NEEOEO. INSP£C170NS WILL BE MAO£ TH£ NEXT IKJRK OAY UNLESS YOU REO/JEST OTHERWISE. REO/JESTS MAO£ AFTER 2· 00 P.M. WILL BE SCHED/Jl.£0 FOR TlfQ FULL IKJRK OA ;s LA T£R. 16. TH£ 0/tNER ANO/OR APPl/CANT THROUGH TH£ 0£-..UOPER ANO/OR CONTRACTOR SHALL OES/CN, CONS.TR/JCT ANO MAINTAIN ALL SAFETY DEVICES, INaUOINC SHORING, ANO SHALL BE SOlEL Y RESPONSIBLE FOR CONFORM/NC TO All LOCAi. STATE ANO FEDERAL SAFETY AND HEALTH STANOAROS. LA/IS ANO REG'I.JLA170NS. 11. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SEC170N 6105 BY SUBMIT17NC A OETA/l Pl.AN TO TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOW/NC TH£ OESICN OF SHORING, BRACING SI.OPING OR OTHER PROVISIONS TO BE MAO£ OF IKJRKER PROTEC 1/0N FROM TH£ HAZARD OF CA VINC GROUND DUR/NC THE EXCA VA 1/0N OF SUCH TRENCH OR TRENCHES OR DUR/NC THE PIPE INS TALLA 1/0N THEREIN. THIS Pl.AN MUST BE PREPARED FOR All TRENCHES FIi£ FEET (5') OR MORE IN DEPTH ANO APPROl£0 BY THE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA 1/0N. IF TH£ Pl,AN VARIES [ROIi TH( SHORING SYSTEM STANOAROS £STA8USHEQ 8Y TH£ CONSTRUCTION SAF£TY ORDERS. 1111.f 8 CALIFORNIA AOMINISTRA 01£ CW£ TH( Pl,AN SHALL 8f PREPAREO BY A REG/STEREO ENC/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA170N PERMIT MUST BE SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCA VA 1/0N. 18. NO BLAS17NC SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FRO/I THE CITY OF CARLSBAD. SUBMIT APPLICA170N FOR 8LAS17NC PERMIT WELL IN AO VANCE OF TH£ SCHEDULING OF 8LAS17NC OPERA 1/0NS. 19. IF ANY ARCHAEO/.OGICAL RESCXJRC£S AR£ OISCOl£R£0 llfTHIN ANY IKJRK AREA OUR/NG CONSTRIJC170N, OPERA 1/0NS Will CEASE IMMEOIA Tfl Y. ANO TH£ PERMITTEE Will NOTIFY THE CITY ENC/NEER. OPERA 1/0NS Will NOT RESTART UN17L TH£ PERMITTEE HAS RECE/1£0 IIRITTEN AUTHORITY FRO/I TH£ arr ENC/NEER TO DO SQ 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, /NaUO/NC WARM/NC UP, REPAIR, ARRIVAi,, DEPARTURE OR OPERA170N OF TRIJCKS. EARTHMOVING EOUIPMENT, CONSTRIJCTION EOUIPMENT ANO ANY OTHER ASSOCIATED CRAO/NC EQUIPMENT SHALL BE LIM/TEO TO THE PER/00 BETWEEN 1:00 A.M. ANO SUNSET EACH OA Y, MONDAY THRIJ FRIDA r ANO NO EARTHMOVING OR GRAOINC OPERA 1/0NS SHALL 8£ CONDUCTED ON WEEKENDS OR HO/.IOA 'r'S. (A LIST OF CITY HOllOArS IS AVAILABLE AT THE ENGINEER/NC OEPARTYENT COUNTER.) 21. All OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTEO 8Y TH£ CONTRACTOR TO THE arr ENGINEER FOR APPROVAL [/IQ B/ll /',t'JRKING OA rs PRIOR TO BEGINNING if IIORK. 22 IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL 8£ OEPOSITEO AT, A SITE APPROl£0 BY THE CITY ENGINEER. THE CONTRACTOR SHALL 8( RESPONS!Bl( FOR ANY DEBRIS OR OAMAl,f OCCURRING ALONG TH( HAUL ROUTES OR ADJACENT STREETS AS A RESUl T OF TH( GRADING a<'ERA 1/QN. 21 BRUSH SHALL BE REM01£0 ONLY HfTHIN THE AREA TO BE CRAOEO. NO TREES AR£ TO BE RD/01£0 UNLESS SPECIFICALLY NOTED ON THE PlAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. CRAOINC RESULTING IN THE PONO/NC OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO {)/TC/-1£S SHALL HAI£ A M/NIM/JM ONE PERCENT SI.OP£ 25 THESE PlANS ARE SUBJECT TO A SICNEO ANO APPROl£0 SET OF £RDS/ON CONTROL Pl.ANS. £RDS/ON CONTROL SHALL 8£ AS SHO/tN ANO AS APPROl£0 BY THE CITY ENGINEER OR AS OIRECTEO BY THE PROJECT INSPECTOR. 26. ALL St.OPES SHALL BE TRIMMED TO A FINISH CRAOE TO PRODUCE A UNIFORM SURFACE ANO CROSS SEC 1/0N. THE SI TE SHALL 8£ LEFT IN A NEAT ANO OROER/.Y CONDl110N. All STONES. ROOTS OR OTHER DEBRIS SHALL BE R£M0'£0 ANO DISPOSED OF AT A SITE APPROl£0 OF BY TH£ CITY ENGINEER. PRECISE GRADING PLANS FOR WORK TO BE DONE THE GRAOINC IKJR! SHALL CONSIST OF THE CONSTRIJCTION OF All CUTS ANO FILLS. REMEOIAL CRAOING, ORA/NACE FAC!U17ES. £ROSIO/ CONTROL FAC/UTIES.· PLAN17NC OF PERMANENT LANDSCAPING, PREPARA170N OF AS-8ll/LT GRAO/NC Pl.ANS ANO AS-86/LT GEOlOCIC MAPS ANO REPORTS, ALL AS SHO/tN OR REO/JIREO ON THIS SET OF Pl.ANS ANO TH£ arr STANOAR)S. SPECIF/CA 1/0NS. RE(}IJ/REMENTS, R£SO/.U170NS ANO ORDINANCES C/TEO THE FOOTHILLS AT CARLSBAD THE GRAD/NC IIORI SHALL BE PERFORMED IN ACCORDANCE llfTH THE FOllOWINC OOCJf.l(ENTS, CURRENT AT TH£ 7M£ OF CONSTRIJC170N, AS DIRECTED BY TH£ CITY ENGINEER. ON THESE Pl.ANS. I. CARLSBAD MUNr:IPAl COO£. 2. CITY OF CARLS/AO ENC/NEER/NC STANOAROS. l THIS SET OF PIANS. CHAO/NG NOTES (CONT.) ROBERTSON RANCH PA 16 4. Pl.ANN/NC COM/1/SSIONS RESOl//1/0N NO's. 6J4.J THRIJ 6346 .t J40/ &-CITY COUNCIL RES0/.//1/0N NQ 2001-290. 5 TH£ STANDARD SPECIF/CA 1/0NS FOR P/J8l/C IKJRK CONSTRIJC170N {GREEN BOOK} 6. SOILS REPORT WO RECOMMENOA170NS BY CEOSOILS. INC., OATEO JANUARY 29. 2002, UPOATEO JANUARY 15, 2001 llfTH AOOENDUM OATEO AUG'UST 4; 2008. 1. THE SAN 0/ECOAREA REGIONAL STANOARO ORAWINCS ANO AS MAY BE MOOIFIEO BY TH£ CITY OF CARLSBAD STANDARDS. 21. ALL SI.OPES SHALL BE IRRICA TEO, STABILIZED, PlANTEO ANO/JR H'fDROSEEOED HfTH/N TEN (10) OArS OF THE 1/ME WHEN .fM/11 St.OPE IS B!(){JGHT TO GRAD£ AS SHO/tN ON TH£ APPR01£0 GRAOINC PLANS. 28. LANDSCAPING SHALL BE ACCOMPl/SHEO ON ALL SI.OPES ANO PAOS AS REOUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAi,, THE LANDSCAPING Pl.ANS FOR THIS PROJECT, ORAWINC Na 453-81,, ANO/OR AS OIRECTEO lY THE CITY ENC/NEER OR Pl.ANN/NC DIRECTOR. 29. TH£ 0/tNER/APPl/CANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ IKJRK OF THESE GRAO/NC Pl.ANS llfTH THAT SHO/tN ON 90TH THE LANDSCAPE ANO !RR/CATION Pl.ANS ANO THE IMPROJ.f:MENT Pl.ANS AS ft.QUIREO FOR THIS IKJRK IN ACCORDANCE llfTH THE LANDSCAPE MANUAL 1/ME lr.0/JIREMENTS. JQ STORM DRAIN PIPE SHALL BE REINFORCEO CONCRETE PIPE 111TH A MINIMUM 0-LOAO OF 1,J50. FOR PRIVATE STORM DRAIN PIPES. UP T0/5' PfC MAY BE UTILIZED PROV/0£0 DEPTH IS LESS THAN 15 FEET ANO BACK/ILLED llfTH J/f' ROCK PER SORSO S-4 TYPE •c• ANO PIPE MEETS ASTN S TANOARO JOJ4 FOR SOR J5 SOl!O WALL PIPE. JI. WHERE AN £XIS 1/NC PIP£ LIN£ IS TO BE ABANDONED AS A RESULT OF THE GRAO/NC OPERATION, IT SHALL BE REMOl£0 llfTH/N TWENTY /fET OF BUILDING OR STR££T AREAS ANO REP/.ACEO llfTH PROPER/.Y COMPACT{!} SOILS. IN OTHER AREAS THE PIPE Will BE PlUCCEO llfTH CONCRETE OR RD/01£0 AS APPROl£0 BY TH£ CITY ENGINEER. J2 TH£ CONTRACTOR SHALL VERIFY TH£ LOCA 1/0N OF ALL EX/!1/NG FAC/U17£S (ABO!£ GROUND ANO UNDER CROIJNO) llfTHIN THE PROJECT SITE sumCIENTl y AHEAD OF CR AO/NC TO PERMIT TH£ REVISION OF TH£ CRAO/N; Pl.ANS IF IT IS FOl/ND THAT THE ACTUAL LOCA 1/0NS ARE IN CONFVCT WffH TH£ PROPOSED MJRK. Jl TH£ CONTRACTOR SHALL N017FY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL MJRKINC OArS PRIOR TO START/NC CR,'/J/NC NEAR THEIR FACIL/17£S ANO SHALL COORDINATE TH£ IKJRK llfTH A COMPA;Y REPR£SENTA17'.1£. UNOERCROUNO SERVICE ALERT 1-800-422-4/JJ SOCJ:£ l-800-660-1J4.J PACIFIC BELL l-800-892-012J 1/ME WARNER CABl.£ (160)4J8-1141 CITY OF CARLSBAO(STREETS .t STORM DRAIN) (160)4J8-2980 • CITY OF CARLSBAO(SEWER, WATER .t REaAIMEO WATER) (160}4J8-2122 • l£/JCADIA COUNTY WATER DISTRICT(SEWER) (160)15J-0155 COX COMMUN/CA 1/0NS (160}806-9809 • AS APPROPRIATE J4. PERMIT COMPLIANCf REOUIREMENTS: A. FOR CONTROi.LEO GRA~Nli'-THE APPLICANT HIRES 4 CIVIL ENCIN££R, SOILS ENGINEER, ANO 'OR GEOlOCIST TO G'I£ TECHNICAL ADVICE, OBSERI£ AND CONTROL THE IKJRK IN PROCIESS 15.l6.120A.10 CARLSBAD M/JNICIPAL COO£. 8. PRIOR TO FINAL APPROVAL OF A GRAO/NC PERM1r-THE FOlLOWINC REPORTS M/1ST 8£ SUBMITTED TO TH£ arr ENGINEER VIA TH£ PROJECT INSPECTOR 15.16.120A.IO CARLSBAD MUl~CIPAL COO£· (I) FINAL REPORT BY SUPERVISING CRAO/NC ENCNEER STA17NC ALL GRAD/NC IS COMPlETE. ALL EROSION CONTRO, SI.OPE PlAN17NC ANO /RR/CATION ARE INSTALLED IN CONFORIANCE llfTH CITY COO£ ANO THE APPROvf!J PlANS (OBTAIN SAMPl£ OF COMPl/ANCE LETTER FRO/I Cl TY ENC/NEERING OEPAR TYEN;). (2) AS-BUILT GRAOINC PLAN. (J) REPORT FROM THE SOILS ENC/N££R, WHICH INaUOES RECOMMENOED SOIL BEAR/NC CAPACITIES. A STATEMENT AS TO TH£ £XPANSII£ QUALITY OF TH£ SOil,, Al/0 SUMMARIES OF FIELD ANO LABOR A TORY TESTS. TH£ l?iPOR T SHALL ALSO /NaUOE A STATEMENT BY THE SOILS £1/C/NEER THAT THE GRAO/NC WAS DON£ IN ACCORDANCE llfTH le/£ REOUIREMENTS ANO RECOMMENDATIONS OUTZ/NEO IN TH£ PRELIMNARY SOILS REPORT ANO ANY SUPPlDIENTS THERETO. (4) REPORT llfTH AS-8ll/LT CEOlOCIC PlAN, IF tEOUIREO BY THE CITY. JS. UNLESS A GRAOINC PERMIT FOR THIS PRO.ECT IS ISSUED llfTH/N ON£ (I) >t"AR AFTER THE CITY ENCINEER's APPROVAi,, THESE Pl.AN! MAY BE REQUIRED TO BE RESUBMITTED FOR PI.ANCHECK. PlANCHEC!( FEES Will fJ£ REOUIRED FOR ANY SUCH RECHECK. J6. TH£ SOILS REPORT 1/TlEO UPDATEO GEQTECHNICAl (VALUA170il OF THE ROBERTSON RANCH EAST V?llAOC 0£V£/.CRMENT OA TEO JANU,RY 15, 2001 PREPARED BY GEOSO/lS. INC. SHALL BE CONSIOEREO AS PART OF THIS GRAO!NC PlAN. ALL CRAO/NC SHALL 8£ DONE IN ACCORDANCE llfTH THE R£COMMENOA170NS ANO SPEC/F!CA170NS CONTAINED IN S!,/0 SOILS REPORT.(SC£ 3?) Jl. IN Acca\'OANCE llfTH TH£ CITY SUSMP, All STOR/1 ORAIN INIETS CONSTRUCTED BY THIS Pl.AN SHALL /NaUOE 'STENCILS' BE ADOEO TO PROHIBIT WASTE OISCHARGE 00/tNSTREAM. STENCILS SHALL BE AOOEO TO TH£ S417SFACTlvN OF TH£ CITY ENC/NEER. 38. TI-.L 1.€\'0)t.T o~ IZou.Gt-1 G,1t.,11>J~~ Poi<.. P4-/l,.1 W.0. SJSl·lll, JA-rl.l> f'.g,s,i..,_~,._~ lb, t.oo-, -SJ-/.Ac..t.. ALS'<J ll~ c.o .. 11~£n.Ev A, J>A><.-r" 0~ -r-1,,s p/,.,.a A"11> si,.t>~lt.GEV6t TkLG5I ,Zpr »<>Til7 1-1 OEClAHAT/ON OF HESPONSIBLE CHARGE 3 ' 4'0 "6 • I HEREBY DECLARE THAT I AM TH£ ENC/NEER OF WORK fOR T,//S PROJECT, THAT I H41£ £XERC/S£0 RESPONS/Bl.£ CHARCE OVER THE OESi,N ON TH£ PROJECT AS OEFINEO IN SECTION 610J OF THE BUSINESS ANO PROFESSIONS COD£, ANO THAT THE DESIGN IS CONS/ST[NT WITH CURRENT S:.Wll4RD.5. I UNOERSTANO THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF C4RI.SB40 OO£S NOT RELIEVE ME, AS ENC/NEER OF WORK. OF !IY RESPONSIBIUTIES FOR PROJECT DESIGN. OMY CONSULTANTS, INC. 2110 LOKER AVENUE WEST, SUITE 100 C4RI.SB40, C4L/fORNIA 92010 (160) 9Jl-1100 (~ IMRGARET 'ROLL R.:;, ~ EXP. 9/30/09 DESIGNED BY: Ht N.F. DATE: AUGUST 2008 2710 Loker Avenue West Suite 100 Carlsbad, Colifornio 92010 760-931-7700 fox; 760-931-8680 www.odoyconsultants.com Civil Engineering Planning Processing Surveying DRAWN BY: er. M.P. SCALE: AS SHOWN PROJECT MGR.• ~.N.C. JOB NO.: 01-1014 ENGINEER or WOlK: DATE:?·(O-o'l . CARROLL RCE: 46935 SOILS ENGINEER'S CERllRCA TE OWNER'S CERllRCA TE I (/11£) HEREBY CER17FY THAT A REG/STEREO SOILS ENGINEER OR GEOlOC/ST HAS 8EEN OR WILL BE RETAINED TO Sl.lPERVISE OVER-ALL GRAD/NC AC1711TY ANO ADVISE ON THE COMPAC170N ANO STABIUTY OF THE SITE. CALA !£RA HILLS II, LL C A CALIFORNIA LIMITED L/A8/UTY COMPANY 12865 POINTE DEL MAR SUITE 200 OEL MAR, CA 92014 (858) 481-8500 BY: BROOKFIELD SAN OIECO BUILOERS. INC. SOURCE OF TOPOGRAPHY EX/S1/NC TOPOGRAPHY SHO/tN IS BASED ON GRAO/NC PlANS. 01/fl 453-BA PROJECT LOCAllON POR170N ASSESSOR's PARCEL NQ 168-J61-01 CAUFORNIA COOROINA TE INDEX OF THIS PROJECT IS N 2000 £ 6240 LEGAL DESCRIPllON LOTS 96, 91 .t 98 OF MAP 15682, CARLSBAD TRACT NQ 04-26, ROBERTSON RANCH EAST VllLAGc. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN OIECO COUNTY ON APRIL ff, 2008. REFERENCE ORAHfNGS 01/fl. J90-9A CALA VERA HILLS PHASE II GRAD/NC Pl.ANS 01/fl. J90-9 COLLEGE Bll-0 • .t CANNON RO. IMPROJ.f:MENT Pl.ANS 01/fl. 4.JJ-6 ROBERTSON RANCH EAST VILLAGE IMPROJ.f:MENT Pl.ANS 01/fl. 4.JJ-6A ROBERTSON RANCH EAST VILLAGE GRAO/NC Pl.ANS 01/fl. 453-8 ROBERTSON RANCH PA 16, 11 .t 18 IMPROl£M£NT Pl.ANS 01/fl. 453-BA ROBERTSON RANCH PA 16, 11 .t 18 CRAO/NC PLANS HYDROLOGY /HYDRAULIC REPORT ' A H'fDRAULIC REPORT WAS PREPARED BY OZ1AY CONSULTANTS ON JAN. RANCH 15, 2008 1/TZEO "DRAINAGE STUDY FOR ROBERTSON EAST VILLAGE-PA 16, 11 .t 10: er 04-26. Civil ENGINEERIJ.ANO SUR~YOR ' OZ1AY CON. 2110 LOK. CARLSBA (160) 9J 'SUL TAN TS, INC. "ER A VENUE WEST, SUITE 100 0, CA. 92010 1-1100 , .I Cl TY OF OCEANS/OE :?ij SITE ~ : CITY OF VISTA ROA 1r·• I ~"' :~o 8. ENVIRONMENTAL APPROVAL DOCUMENTS OA TED SEP. 20, 2006. 9. STOR/1 WATER IOI.LU170N PREVENTION Pl.AN (Sl'IPPP) FOR ROBERTSON RANCH EAST VILLAGE BY OZ1AY CONSULTANTS OATEO JAN. 15 2008. /010: 9 J1CJ#221. 10. STORM WATERlfANAGEMENT Pl.AN {SltMP} FOR ROBERTSON RANCH EAST VILLAGE BY OVAY CONSULTANTS OATEO JAN. 15, 2008 SltMP 0100J9. II. TH£ CAL/FORNI, STORII WATER QUALITY ASSOCIA170N (CASOUA}. STORM WATER BEST MANACE!.IENT PRAC17CE, CONSTRUC170N KANOBOOK ANO STATE OF CALIFORNIA, DEPT. OF TRANSPORTA170N, CONSTRIJC170N SITE BEST MANACEMENT PRAC17CES (BMP) MANUAL NOTE.· I. OUAN17TY SHO/tN HEREON ARE FOR BONO/NC P/JRPOSES ONLY, LEGfNO ACTUAL O/JAN17TY MAY VARY. CONTRACTOR TO VERIFY MJRK TO BE DON£ TO HIS SA17SFAC170N. 2 STANDARD ORAWINC PER SAN DIEGO STANDARD DRAW/NC UNLESS OTHERllfSE NOTED. Q£SCilP11!1t STD. 0/Kl, SUBDIVSION 80/JNOARY. LOT L/i/£. • •••••••••••••••••••••••••••. LOT N✓MBER. . •..•...•..•••••..•...••..• Pl.AN TYPE f8(1'Q.5fQ EXISTIN(J ----- ® PAO=UI NOT TO SCALE cAr~SBAD CITY OF -,,......-,_LI SAN MARCOS PAO f.EVA 1/0N. • . . . . . . . • . . • . . . . . • . . . . • . . • FF ELEVA 1/0N. • . . . . • • . . . . . . • . . • . . . . . . . . . . RIGHT OF WAY. . . • . . . . . . • . . • . . • . . • . . . . ••. £ASEl,[NT LINE. • ......•.....•..•......... CON TO/RS .•...••....•..•.......•..••..•. ff"'41.IT AVE CITY OF ENCINITAS v!CINITY MAP NO SCALE EARTHWORK OUANllllES CUT.· N/A • Fill: N/A EXPORT: ti¼4 AREA: N/4 REMEO/Al: N/A NO TE.· 1-aUMES SHO/tN DO NOT ACCOUNT FOR SHR/~ (7 ~MDING SO CY~ -,.___~_,.,;,.....,.__,-,,-./-:>---~~ REaA!/£0 WATER MAIN. • • . . .{PER DI/fl. W-6 OR 453-8). • • W-6 OR 453-8) .•. ollfl.· iJf•6· DR 45.3-8)_-. ." ~Ql-l._'(PER-01',G. W-60R-45.3-8/. . ·. 6' PLJS17C SOUARE CRATE W/AOAPTOR .•..•...••..•• {PER 1105. INC. MODEL 640 OR £0/J/VALENT) W/4' 'iOR-J5 pi,c DRAIN PIPE SWAU FlOW LIN£ ELEVA 1/0N. . . . . • . . . . . • . . . • . . . . F!NISHGRAOE SPOT ELEVATION ...•..•......••..•. FINISH SURFACE SPOT ELEVA170N .•..•..•.......... TOP CF GRATE ELEVA 170N. • • • • • • • • . • • . • • • • • • • • • • C8 Flv/H.INE ELEVA 1/0N . . . . • . . • . . . . . . . . . . • . . . . RIP R,P. . ..•.......•..•......•..••..• SOI/Ni WALL/SCREEN WALL. GRAOD St.OPES (2· I MAX). OA YL/fJiT LIN£. • . . . . • . . • . . • . . . . . . • . . . • . . • RETAIi/NC WALL (BY SEPARATE PERMIT}. . ...•..•..•.. 4' OC TRAIL •••••••••••••••••••••••••••••• BROWOITCH. . . . • . . • . . . • . .0-15, TYPE 0~ •••... DRll£YA Y (PER 01/fl 453-8). . • . . • . . . . • . . . . . • . . • GRAOE!J SWALE. . .•..•... .PER 01/fl. CS-15 •.....•.. MIN. Ir.AR rARD AREA • . . . . • . . • . . • . . • . . . . • . . . . 'AS l,{)()/F/£0 BY CITY STANDARD ---RW:- --50---@ ~ -1?!. ·~ FtJ ..{gj,~. -,µ.. ~ ra ~CJ__ ~ fl. ~ J =I= .t ____ 'i' ____ 'I'._ --=-=--=--------- ,---7 I I I I I I L ____ _j (JJAN111Y SUSMP PROJECTED PRIORITY: HIGH REOUIREO TREATNENT CONTROL 81,/P TABLE NOTE!/ ELECTRONIC DATA FILES ARE FOR R[F[J?£NCEONlY NON£-S££ DRAWING'S 453-8 & 45J-8A ANO ARE NOT TO BE USED FOR HORIZON'Al OR VERTlCAL SURVEY CONTROL ~~ DEPARTMENT0A~:;: "AS BUILT" (SIGNED) CARLSBAD MUNICIPAL WATER Dl<::TR ·-;-DON NEU, P' --~-·a DIR TOR RCE EXP DATE J/f~:~8 /. DATB:JP5/ oq -REVIEWED BY: DAVID A ;:,ER DATE REC011MEN0Eo er: he,,\\~ ~. t~~ tar u ,Y CITY ENGINEER R.C.E. 33081 EXP. 6/30/10 INSPECTOR DATE (PRINT NAIii _',/J//2. 15"\ R€PlACl0 BUILO/NG-S·LOTS 44.54,57. R<VIS[D ~/7/12 ~M 1/alrz. ~I.A' "l•I'/ • It tU,C.,, 14\ R£PlAC€0 8UILOINGS ·LOTS JO, 92, 94, 95, ztr ... ,"Z,,,-J/ -c,e~ 511'<>/II c:,vP I SH1ET I CITY OF CARLSBAD· SHEETS WALL ON WT 5J. REVISE O SHT. .J PRF:YIOUSl Y . 99, /(,0, f(,2 Id' -189. REPLACEO 1,8.J SIGNEO 4/t/o,. RfPLACEO SHT. 10 & fl l :SHT. 9 PREVIOU~ Y SIGN€0 3/11/11 ENGINEERINO DEPARlMENT PR!VIOVSLY SICNEO 3/19/ JO. ' REPLACED SJ.IT. 14 PREVIOVSL Y PHCCISE (;HAl)IN(J PIAN$ fORr 11\)jl P/1,-Y ,l,1/1/f--BENCHMARK: 04fl! Nll'ffH, f),t,r ,.v,n,,, •V ' ,. S/GN€0 3/19/tO tl'l'#ltWF~~ W ... ,4 ,r:.~,# 4i'!WN>1• ~IIY "1'-"Jii1t'4~ 71, • II ,ur, 13\ REPLACEO 8UIL/!1NGS -LOTS /C,C,, J•/(/.ff 5L6 ¾JIii ~.vt TH£ fOOTH/llS AT CARLSBAD 1 -.~oi-Ess,~ DESCRIPTION: STANDARD IJ-10 STREET CENTERLINE /(o9, f/'JI, /81, ffJ~ •. HO«R~ RANClf l'A II P.IJ.IJ. 06-012A WELL !IONUMENT REV/SEO LOT /1/iJ ar. 04-21 NdS C' ~ LOCATION: CENTERLINE OF El CAMINO REAL REPtACEO SIi TY. 8 ~ 9 APPROVED: DAVID A. ,A~ ~ "'~ t, AT ENG/NEER's STATION 454+92 . . PRt:V/OUSL Y !IGNEO 3/19/10 1-/1/0, ~z ::& ~ "' PER R.S 1800-1 l-tt-1~ J.l.C--tz A.DO 5H2'E'T:, ,-11.f ?,/JlllllO r-,, ·P DEPUTY CITY ENGINE£ PE 33081 EXP. 6/30/10 'DATE NO. 46935 !;J 1•7-t)~ J)..C.., /"\ ADD SHEETS 6AND 7 fA-,./&tJJ "-Iii:> EXP. 09/30/09 * RECORD fROM: COIJN TY BENCH LEVELS (Na COUNTY VERT. OWN BY: ~-PROJECT NO. DRAWING NO. J'q/i CIVIi-f;.~'<-CON !ROI. OA TA) DAT£ INITIAL DATE INITIAL DATE INITIAL CHKD BY: OF CALl~(J ELEVATION: 68.479 OAT/JI.I: US.C. &-G.S. NCVD 1929 ENGINEER OF WORK REVISION )ESCRIPTION OTHER APPROVAL CHY APPROVAL RVWD BY: ,11 l• C.T. 04-26 45J-8C 041610 } 061611 031611 061209 01 1"0•9 ' I •, ' ,. ' EROSION CONTROL NOTES I. IN CASE EJ,/ERW/CY I/ORK IS REQUIREO, CONTACT CREG MCOONNEll., 8ROOKFl£l0 HOMES AT (858) 922-9340. 2. EQUIPMENT ANO IIORKERS FOR EMERGENCY I/ORK SHALL 8£ MAO( AVAILABLE AT All TIMES OUR/NG THE RAINY SEASON. All NECESSARY MATERIALS SHALL 8£ STOCKPILEO ON SITE AT CONVENIENT LOCA710NS TO FACIUTATE RAPIO CONST/?I.ICTION OF T£!,/PORARY {)(VICES l'rliEN RAIN IS fJ,//NENT. .I OEVICES SHO!',N ON PLANS SHALL NOT 8£ MOVEO OR MOOIFIEO llflHO/JT THE APPROVAL OF THE ENGINEERING /NSPEC TOR. 4. THE CONTRACTOR SHALL RESTORE All EROSION CONTROi. O(V!C£S TO I/ORK/NG ORDER TO THE 5:4 71SFAC TION OF THE Cl TY ENGINEER AFTER EACH RUN-OFF PROO/JC/NG RAINFALL 5 THE CON TRAC TOR SHALL INS TALL AOOl 710NAL EROSION CON TRO/. MEASI.JRES AS MAY 8£ REQUIREO BY THE CITY ENGINEER OU£ TO UNCOAIPI.ETEO CRAOING OPERA 710NS OR UNFOR[SEEN CIRCUMSTANCES /Jrli/CH MAY ARISE. 6. THE CONTRACTOR SHALL 8£ RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAU710NS TO PREVENT P/.!Bl/C TRESPASS ONTO AROIS l'rliERE IMPO/JNOEO WATERS CREATE A HAZAROOIJS CONDl710N. 7. All EROSION CONTROi. MEASI.JRES PROV/0£0 PER THE APPROVED GRADING Pl.AN SHALL 8£ INCORPORA TEO HEREON. 8. CRAOEO AROIS ARO/JNO THE PROJECT PERIMETER MUST ORAIN AWAY FROM THE FACE OF SLOPE AT THE CONaUS/ON OF EACH IIORKING OA Y. 9. All REMOVABLE PROTEC71VE OfVICES SHO!',N SHALL 8£ IN PLACE AT THE ENO OF EACH IIORKING OAY /JrliEN THE FIVE (5) OAY RAIN PR08A8/UTY FORfCAST EXCEEDS FORTY PERCENT {40%}. SILT ANO OTHER OEBRIS SHALL 8£ R[l,/(}J/£0 AFTER EACH RAINFALL. la All GRAf!l. BAGS SHALL 8£ BURLAP TrPE llflH J/4 INCH MINIMUM AGCRECRATE. II. SHO/JLO GERMINA710N OF HYOROSEEOEO SLOPES FAIL TO PROV!{)( EFFECTIVE COv!RAGE OF CRAOEO SLOPES (90% COv!RAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£ STABILIZEO BY Pl.INCH STRAW INSTAllEO IN ACCOROANCE llflH SEC710N 35.02J OF THE EROSION ANO SEl)IMENT CONTROi. HANOBOOK (F THE 0£PARTMENT OF CONSERVA710N, STATE OF CALIFORNIA. NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION All PERMANENT ANO T£!,/PORARY EROSION CONTROi. PLANTING ANO IRRIGATION SHALL 8£ /NSTAllEO ANO MAINTAINED AS REQUIRW IN SEC710N 212 OF THE STANOARO SPECIF/CA 770NS ANO THE FOi.LOWiNG: A. HYDROSEEOING SHALL BE APPLIED TO: I. All SLOPES THAT ARE CRA«O 6.·I {HORIZONTAL TO VER71CAL) OR STEEPER /JrliEN THEY ARE: a. THREE FEET OR MOR£ IN HDGHT ANO ADJACENT TO A P/.!Bl!C WAil OR STREET. b. All SLOPES 4 FEET OR MORE IN HDGH T. 2. AREAS CRADEO R.ATTER THAN 6.·1 l'rliEN ANY OF THE FOi.LOWiNG CON0/710NS EXIST: a. NOT SCHEOIJLEO FOR /MPROVEMENTS(CONSTRUC770N OR GENERAL LANOSCAPINC) llflli/N 60 OA IS OF RO/JGH GRAD/NC. b. IDENTIFIED BY THE PARKS ANO RECREA710N DIRECTOR AS HIGHLY VISIBLE TO THE PUBl/C. c. HA VE ANY SPEC/Al CON0/710N IOEN71FIEO BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYOROSEEOEO AREAS SHALL 8£ !RR/GA TEO IN ACCOROANCE llflH THE FOi.LOW/NC CRITERIA: 1. All SLOPES THAT ARE GRADED 6.· 1 OR STEEPER ANO THAT AR£· a. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRRIGATED BY HANO WATER/NC FROM QUICK COI.IPI.ERS/liOSE BIBS OR A CONVENTIONALS>ST£M OF LOW PREC/PITA 710N SPRINKLER HEADS PROV/0/NC 100% COVERAGl: b. CROI TER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVEN710NAL S>STE!.I OF LOW PRECIPITA710N SPRINKLER HOIOS PROVIDING !00% COVERAGl: 2. AROIS SLOPEO LESS THAN 6.·1 SHALL 8£ IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEOINC. THE OEf!l.OPER SHALL SUBMIT A PROPOSED SCHEME TO PROV/0£ IRRIGA710N TO THE CITY ENC/NEER. THE PROPOSAL SHALL 8£ SPECIFIC REGARD/NC THE NUMBERS, TrPES ANO COSTS OF THE ELEMENTS OF THE PROPOSED S>STEM. .I IRRIGA710N SHALL MAINTAIN THE MOIST/JR£ lEf!l. OF THE SOIL AT THE OP77MUM LEf!l. FOR THE GROWTH OF THE HYOROSEEOEO GROWTH. C. HYOROSEEOINC MIX SHALL CONSIST OF All OF THE FOi.LOW/NC.· 1. SEEO MIX SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE OF ROSE aov!R b. 20 lbs. PER ACRE OF ZORRO FESCI./£ c. J lbs. PER ACRE OF£ SCHoa. CYA CALIFORNICA d. 4 lbs. PER ACRE OF ACH/ll[A MlllEFO/.IA •· J lbs. PER ACRE OF Al YSS/JM (CARPET OF SNOW} f. 1/2 lb. PER ACRE OF 0/MORPHOlECA g. IT£!,/S c,a;~ ANO I OF THIS SUBSECTION MAY 8£ OMITTED ON LOCATIONS l'rliERE THE AREA BDNC HYOROSEEOEO IS NOT VISIBLE FRO!.I EITHER A PUBl/C STREET OR RESIDENT/Al ST/?I.ICTIJRES. h. /T[I,/ a OF THIS SUBSEC710N MUST 8£ INOC/JLA TEO l'ITH A NITROGEN FIX/NC BACTERIA ANO APPl.1£0 ORY EITHER BY DRILL/NC OR BROADCAST/NC BEFORE HYOROSEEO/NC. ,: All SEED MATERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN UNOPENEO CONTAINERS l'ITH THE CAUFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CER71F/CA710N TAC ATTACHEO TO, OR PR!NTEO ON 5:410 CONTAINERS. j NON-PHYTO-TOXIC WET71NC AGENTS MAY 8£ AOOEO TO THE HYOROSEEO SLURRY AT THE DISCR£710N OF THE CONTRACTOR. 2. TrPE I MULCH APPl.1£0 AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE TrP£ 6 MULCH (STRAW) MAY 8£ SI.JBS71TIJTEO, All OR PART, FOR HYORAULICALLY APPLIED FIBER MATER/Al. /JrliEN STRAW IS USEO IT MUST 8£ ANCHOREO TO THE SLOPE BY MECHANICAll Y Pl.INCH/NC NO LESS THAN 50% OF THE STRAW INTO THE SOil. .I FERTILIZER CONS/S71NG OF AM!.IONIU!.I PHOSPHATE SULFATE, 16-20-0, llflH 15% SULPHUR APPl.1£0 AT THE RA TE OF 500 lbs. PER ACRE 0. AREAS TO 8£ H'/VROSEEOEO SHALL 8£ PREPAREO PRIOR TO H'/VROSEEOING BY: !. ROUGHENING THE SURFACE TO 8£ PLANTEO BY ANY OR A COMB/NA 710N OF: a. TRACK WALKING SLOPES STEEPER THAN 6.· 1 b. HARROWING AREAS 6.· 1 OR fl.A TTER THAT ARE SI.JmC/ENTl Y FRIABLE c. RIPPING AREAS THAT Will NOT BROIK UP USING /T£!,/S a OR b ABOvf: 2. CONDl710NING THE SOILS SO THAT IT IS SUITABLE FOR PLAN71NG BY: o. AO.JJS71NG THE SURFACE SO/l MOISTVRE TO PROV/OE A OAMP BUT NOT 5:4TIJRATEO SEEO BEO. b. Tl-/£ A00/710N Of SOIL AMENDMENTS, PH AOJ/SllJENT, LEACHING CO'rff//NG SALINE SOILS TO PROV/0£0 11ABl£ CONO/l/ONS FOR GROWTH. £ H'/VROSEEOEO AREAS SHALL 8£ MAINTAINED TO PROV/0£ A VIGOROUS GROWTH UN71l THE PROJECT IS PERMANENTl Y LANOSCAPEO QI?, FOR AROIS /JrliERE HYOROSEEO!NG IS THE PERMANENT LANDSCAPING, UN71l THE PROJECT IS COMPI.ETED ANO All BONDS RELEASED. 2710 loker Avenue West Suite 100 Carlsbad, California 92010 760-931 -7700 Fax: 760-931-8680 www.odoyconsultonts.com MITIGATION I.ION/TOR/NG ct REPORTING PROGRAM 1. All AC71VE CONSTRUC710N SITES SHALL 8£ WATERED AT LEAST TWICE OAILY. WATER T/?I.ICKS ANO/OR SPRINKLER S>ST£MS SHALi BE USED ANO REC/.AIMEO WATER U71l!ZEO IF FEASIBLE 2. All ADJACENT PUBLIC PAVED STREETS SHALL 8£ SWEPT AT THE ENO OF THE DAY IF VISIBLE SOil MATER/Al HAS BEEN CARRIED ONTO THOSE STREETS. IT IS RECOAIMENOEO THAT THE STREETS 8£ aEANEO 111TH WATER SWEEPERS ANO REC/.AIMEO WATER U71l!ZEO IF FEASIBLE .I 0/JR/NG THE CONST/?I.IC710N PROCESS, ANY AROIS THAT MAY BECOME OISTIJRBEO SHALL 8£ REPLACED llflH CRO/JNO COVER AS QU/CKL Y AS POSS/Bl£ 4. All EXPOSED PILES OF GRAf!l., 5:4NO, ANO/OR DIRT l'ITH AT LOIST FIVE PERCENT SILT CONTENT SHALL 8£ ENaOSEO, COVERED, WA TEREO TWICE DAILY, OR APPI.IEO llflli NON-TOXIC SOil BINDERS ACCORDING TO THE MANUFACTIJRES'SPEC/fiCA710NS. 5. TO PREVENT OUST FRO!.l l[AV/NG THE CONST/?I.ICl/ON SITE, WATER T/?I.ICKS ANO/OR SPRINKLER S>ST£!,/S Will 8£ USED ON All AREAS OF VEH!a[ MOVEMENT. THE WATERING Will 8£ DONE AT LEAST ONCE IN THE MORNING ANO THEN AGAIN AFTER I/ORK IS COMPI.ETEO FOR THE DAY. THE FREQUENCY OF THE WATERING SHALL 8£ INCREASED IF THE WINOS EXCEED 15 MPH. IF FEASIBLE, REC/.AIMEO WATER SHALL 8£ USED FOR All OUST PREVEN710N. 6. l'rliENEVER SI.JSTAINEO WINOS EXCEEO 25 MPH ON-SITE, All EXCA VA 71NG ANO GRADING OPERA 710NS SHALL 8£ SUSPENDED UN71l THE WINOS HAVE TAPERED OFF TO LESS THAN 25 MPH. 7. BUILDERS ANO/OR CONTRACTORS SHALL O{S/GNATE A PERSON OR PERSONS TO MONITOR THIS 0/JST ABATEMENT PROGRAM. THE NAME ANO TEI.EPHONE NUMBER OF THE ON-SITE 0/JST ABAT£!,/ENT PROGRA!.I MONITOR(S) SHALL 8£ PROVIDEO TO THE AIR f>a.LU710N CONTROi. DISTRICT PRIOR TO MAP RECOROATION. THE MON!TOR{S) SHALi 8£ RESPONSIBLE FOR ENFORCING THIS 0/JST A8AT£!,/ENT PROGRA!.I ANO Will HAVE THE AB/l/TY TO ORDER INCREASED WATERING ON-SITE, IF NECESSARY. 8. IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT Pl/Bl/C PAVEO ROADS DURING THE CONST/?I.IC710N PROCESS, THOSE STREETS llfll 8£ SWEPT ON A DAil Y BASIS. WATER SWEEPERS USING REaAIMEO WATER Will BE USEO, IF FOIS!Bl£ 9. All T/?I.ICKS HAUL/NC DIRT, 5:4NO, SOIi., OR OTHER LOOSE MATERIALS ARE TO 8£ COVERED OR SHO/JLO MAINTAIN AT LEAST TJK! FEET OF FREEBOARO (/.£, MINIWM VER71CAL DISTANCE BETWEEN TOP OF THE LOAO ANO THE TOP OF THE TRAILER) IN ACCOROANCE l'ITH THE REQUIREMENTS OF CALIFORNIA VEH/aE CODE (Cl-t') SEC710N 2J!U. la TO PREVENT TRACKING Of MUO ONTO PUBLIC STREETS, GRA ITT PADS {CONST/?I.IC710N ENTRANCES) SHALL 8£ INSTAllEO AT All ACCESS POINTS INTO THE CONST/?I.IC710N SITE. II. TO PREVENT 0/JST FRO!.l l[A VING THE CONST/?I.ICTION SITE, WATER T/?I.ICKS ANO/OR SPRINKLER S>ST£!,/S Will 8£ USED ON All UNPAVED ROAOS, PARKING ANO STAGING AREAS. THE WATERING Will 8£ DONE AT LEAST THREE TIMES OAILY. 12. THE SPEEO LIMIT ON All UNPA VEO ROADS SHALL NOT EXCEED 15 MPH. I.I HEAVY-0/JTY OIESEl-POWEREO CONSTRUC710N EQUIPMENT MANUFACTURED AFTER 1996 (111TH FEDERALLY MANDATED "Cl.[AN'Ol[SEl ENGINEERS) SHALL BE U71l/ZEO ONS/TE /JrliEREv!R FEASIBLE 14. THE ENC/NE SIZE OF CONST/?I.IC710N EQUIPMENT OPERA71NG ONS/TE SHALL 8£ THE MINIMUM PRAC71CA8l£ SIZE. 15. THE NUMBER OF CONST/?I.IC710N EQtJIPMENT OPERA71NG ONS/TE SIMULTANEO/JSI.Y SHALL 8£ MINIMIZED THROUGH EFFICIENT MANAGEMENT PRACTICES TO ENSI.JRE THAT THE SMAllEST PRAC71CAL NUMBERS ARE OPERA71NG AT ANY ONE TIM£ 16. All CONSTRUC710N £/)IJ!PMENT OPERA71NC ONS/TE SHALL 8£ PROPERLY MAINTAINED AS PER THE MANUFACTURES SPECIF/CA 710NS. fl. All CONST/?I.IC710N EQUIPMENT OPERA71NG ONS/TE SHALL 8£ EQUIPPED 111TH THO TO FO/JR DEGREE ENGINE 71MING RETARO OR PRE-COMBUS710N CHAMBER ENGINES. 18. CATAL Y71C CONVERTERS SHALL 8£ INSTAllEO ON All GASO/.INE-POWEREO EQUIPMENT, IF FEASIBLE 19. DIESEL CATALY71C CONVERTERS SHALL BE INSTAllEO. IF AVAILABLE 2a ElECTRIC/TY FRO!.I POWER POI.ES SHALL 8£ USED RA !HER THAN TEMPORARY DIESEL OR GASOLINE POWERED GENERATORS. 21. A TRIP REOUCTION PLAN SHALL 8£ IMPI.EMENTED TO ACHIEVE A 1.5 AVERAGE VEH/aE RATIO (AV/I) FOR All CONST/?I.IC710N EMPLOYEES. BY ENCOURAGING AN AV/? OF 1.5, THE CRITERIA f>a.LUTANT EMISSIONS !OEN71fi£0 l'Ki/JLO 8£ EFFECT/f!l.Y REOIJCEO BY ROUGHLY JJ PERCENT. 22. CONST/?I.IC710N IIORKER TRIPS SHALL BE MINIMIZEO BY REQtJIRING CARPOOi.iNC ANO BY PROVIDING FOR LUNCH ONSllf. ENCINEER's NOTES 1. REVISION Of THESE Pl.ANS MAY 8£ REQtJIREO IF THE PROPOSEO IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE OEAO/.INE OAT£ OF THE IMPROVE/JENT AGREEMENT. 2. THE £XJSTENCE ANO LOCA710N OF UTIUTY ST/?I.ICTIJRES ANO FACIU71ES SHO!',N ON THE CONST/?I.ICTION PLANS WERE OBTA!NEO BY A SEARCH OF TH£ AVAILABLE RECORDS. A TTEN 770N IS CALLEO TO THE POSSIBLE £XIS !ENCE OF O !HER U71UTY FAC/U71[S OR ST/?I.ICT/JRES NOT SHO!',N OR IN A l0CA770N DIFFERENT FROM THAT SHO!',N ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE 0/JE PRECAU710NARY MEASURES TO PROTECT THE UTIU71£S SHO!',N ON THE Pl.ANS ANO ANY OTHER £XJSTING FAC/U71£S OR ST/?I.ICTIJRES NOT SHOWN. .I THE CONTRACTOR SHAil v!RIFY TH£ LOCA 710N OF All EXIS71NG FAC/U71£S (ABOVEGRO/JNO ANO UNO£RCRO/JNO) llflHIN THE PROJECT SITE SUFFICIENTLY AHEAO OF THE CONST/?I.IC710N, TO PERMIT THE REVISIONS OF THE CONST/?I.IC710N PLANS, IF IT IS FO/JNO THAT THE ACT/JAL LOCA770NS ARE IN CONFUCT MTH THE PROPOSED IIORK. 4. PRIOR TO THE ISSUANCE OF GRADING PERMITS, A CONST/?I.IC710N 0/JST ABAT£!,/£NT MANAGEMENT PROGRA!.I SHALL 8£ PREPARED ANO SUBMITTED TO THE CITY OF CARLSBAO FOR APPROVAL. IMPlEMENTA 710N OF THIS MEASURE SHALL 8£ VERIFIED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT ON ESTABLISHMENT OF THE PROGRAM, ANO PER/00/C /NSPEC710N DURING GRAD/NC. 5. PRIOR TO THE ISSUANCE OF GRADING PERMITS, AN OFF-ROAD ANO ON-ROAD MOBILE SO/JRCE EMISSION REOUC710N PROGRAM SHALL 8£ PREPARED ANO SUBMITTED TO THE CITY OF CARLSBAD FOR APPROVAL. IMPI.EMENTA 710N OF THIS MEASI.JRE SHALL 8£ v!RIFIEO BY THE arr OF CARLSBAD ENC/NEERING DEPARTMENT ON ESTABl/SHMENT OF THE PROGRAM, ANO PER/00/C INSPECTION OUR/NG CONST/?I.IC710N OF THE PROJECT. 6. All F0071NGS SHO/JLO MAINTAIN A MINIMUM HORIZONTAL SETBACK OF H/J (H=SlOPE HEIGHT} FROII THE BASE OF THE F0071NG TO THE DESCENDING SLOPE FACE OF NO LESS THAN 1 FEET, NOR NEEO NOT 8£ GREATER THAN 40 FEET. THIS DISTANCE IS MEASI.JREO FROII THE FOOT/NC FACE AT THE BEARING El£VA710N. F0071NGS AOJACENT TO UNLINEO DRAINAGE SWALES SHO/JLO 8£ OEEPENEO TO A MIN/MUI.I OF 6 INCHES 8£l0W THE INVERT OF THE ADJACENT UNUNEO SWALE FOOTINGS FOR ST/?I.ICTIJRES ADJACENT TO RETAINING WALLS SHO/JLO 8£ DEEPENED SO AS TO EXTEND BELOW A I: 1 PROJEC710N FROM THE Hffi OF THE WALL ALTERNA71f!l.Y, WALLS MAY 8£ OESIGNEO TO ACCOMMOOATE ST/?IJCTIJRAL LOADS FRO!.I BUILDINGS OF APP/.IRTENANCES AS DESCRIBED IN THE RETAINING WALL SEC710N OF THE SOILS REPORT BY GEOSO/LS. 7. NO ROOF DRAINS Will 8£ 71£0 IN TO UNDERS/{)(WALK DRAINS. 8. l'rliEElCHAIR RAMPS SHALi BE INSTAllED PER REQUIREMENTS OF 71TlE 24, CALIFORNIA ADMINISTRA 710N COO£. 9. All SURVEY MONUMENTS AND POINTS THAT ARE 0/STIJRBED BY TI-/IS IIORK SHALL 8£ RE-ESTABl/SHEO, PERPETIJA TEO, AND DOCUMENTED PER THE PROFESSIONAL LANO SURVEYORS ACT. 1----+--+------------+----+---+--+---i J SH2EET I CITY OF CARLSBAD SHI f~I ENGINEERING DEPARTMENT 14 : . 'Kj ~::::::::::::'....'.::::::::::::::=::::::=:'::==:=:::::::::::::::==:::=~~:::::: Civil Engineering Planning Processing Surveying DESIGNED BY: H.R., N.F. DATE: AUGUST 2008 DRAWN an M.P .• C.F. SCALE: AS SH0\\N PROJECT MGR.• t.t.N.C. JOB NO.: 01-1014 ENGINEER Of WORK: MARG RET N. CARROLL RCE: 46935 G:\DIOl4\0l /4 MMG01.DWG /1\ DATE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTiiER APPROVAL DA TE INlllAL Cl TY APPROVAL PHCCISE GHAO/Na l'tANS FOR: THE FOOTHILLS AT CARLSBAO li06CRTSOH RANCH PA 16 P./1.1). Ol-01/A t:r. 0#-26 APPROVED: DAVID ~'!JK_ J 9 DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/10 -t~ OWN BY: __ _ CHKD BY: Mf RVWO BY: Jrg PROJECT NO. C.T. 04-26 DRAWING NO. 453-BC 061209 04130? NOTE!! o· ---60' SCALE: 1" = 60' 120' ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. I / I I I I I I I I ,\ ,, I I I I l I \ L011 JWAP 1580B i I I ----- ' • ',-,.-->-'" ',, l'--"-00-hlF:1.c..-\t,:=-r- """r, ' 49 ® -----,. -a --- & I I . ·~ @ I I r I • ----' ' ' ' I -I I I I i ~ I I I ® I I I . I I I ' ~ • ---- ~ ---0 ~ ~ _,,,,. -~-.. • ®' • @ ® ~ ~ P l JJ. J 0 KEY MAP SC.4l£: I"= 60' PROJECT MGR.• 1,4.N.C. JOB NO.: 01-1014 Civil Engine6f'"ing Planning Processing Surveying ENGINEER OF WORK: ® ® 1' \ I ' I\ I\ I\ ~ I\ • ~ ® , { I I I\ \ • I \ .I I • • I , I I SHEET INOtX f llllE SHEET 2 NOTES J KEY MAP .. f--v SECllONS & DETAILS I 5-l'I GRAD/NC PLANS &\~ . .a\ I ...,_...._ l----+-+----------+---l--~--1----1 ~ CITY OF CARLSBAD ~SHEE™ L_J_J ENGINEERING DEPARTMENT 1J5. PICC/SC t;RAl)IN(J PL4HS FOR: TH£ FOOTHILLS AT CARLSBAD HOBCRTSON IWICH PA II P.l/.0. 08-0124 C.T. 01-26 , -II 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-6680 www.odcyconsultonts.com rM., CJl DATE:>•{O•o1 C'MC:CAR:c:Gcc±t'C':"N,-,C,..,.AR:C:RCCOL,.,..L--~R,.....C--"E,'--46-'---9~35-'----'-ENGINEER OF WORK G:\0II014\ OII4MM6D:5.DWG 061611 061209 041309 2' 29.5' JO' VARIES l02'-118' 18' 5' 6' SOUNO WALL°'\. VARIES 5l'-54' VARIES (5(-64'} TRAIL EASEMENT ny-EX!STING ) ""',, ~>-- STORM ORAIN --t-<ct---1 EASEMENT LINE 10' VARIES VARIES 0.5'-26.5' 5' (8' MAX. 2:t --10. 75'{TYP) 0'.f:R LOTS I, 2 &-5 ----OF CT 02-16 . V1f!ES 2. -2.7%} - VARIES 0'.f:R LOT 8 MEANDERIM'a---~-' PCC SIOEWAL!( 6' TYPE 'G' CURB &-GIJTTER-+-- REMOVE EXIST. 10'1AC 0/TCH PAVEMENT If/OEN/NG 'ER Out; W-6 32' VA 1/ES VARIES . 20'± In 5' HIGH SOUNDWAll SAHWT t/t8') (32'-62'} LINE EXIST. 8' TYPE '/J-1' 2.0' MIN 9'-12 MEO/AN CURB VARIES 1 O:t {ULJ!l') VARIES (2.2:t-2.5%} ---- NOTE I [XjST. 6' TYPE G CURB &-GIJ TTER EXISTING CANNON OAD {REACH 3) 34•/?CE. 51' STA. 150+2-l.18 TO STA. 16./+-lalJ TRAF17C tNOa "' 8.S VARIES 102'-112' VARIES 51 ''-61' l----'l-"-O'_--+----"J2,._' __ --+--:":v, 1.""'ES'--+--"VA-"'R.=1/ES'--'-"J2=...\-...c5=--2',__+-~IO_' --t (8'-18'} 8' D.G. TRAIL 2· r 2:t r.--.:c<~-,,~,, ka " J'-7' 'J;~ VARIES EXISTING 6' TYPE 'G' CURB &-GIJ TTER EXISTING 5' AC PAVEMENT 01£1? AGGREGATE BASE IJ' g• 6' SOUNO WALL EXIST. MEDIA~ HAROSCAPE/ ~IRRIGAT!a'I' PER DWG W-6 20' BER/I (4' MAX) ~:r I ~ ~~ "°:.-c wd&W4\ ~ ~+ EXIST. 8' TYPE '/J-/' ( '\. MEDIAN CURB EXISTING PCC SIOEWAL!( 55' STA. !03+34.72 TO STA. ff6+25.39 TRAFFIC INDEX = 8. 5 NO SCALE 60' ROW 17' IJ' VA"IES 7.5'.:.10' 5' EXISTING WIND TRAIL. WAY 6 IJ' NOTE/I ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'vfRTlCAL SUR'vfY CONTROL ©2009 O'Oay Consultants, Inc. STA. U+62.J5 TO STA. 16+1595 TRAFflC !NOEX : 6 NO SCALE 60' ROW 17' fl' IJ' 2:t PUBLIC PEDESTRIAN ACCESS EASEMENT ------- EXISTING GLEN AVENUE 6 STA. 10+00 TO STA. 2J+92.82 TRAFflC INDEX = 5 NO SCALE 6 EXISTING ROAO IMPROVEMENTS PER O!IG. W-6, CT 02-16 78' ROW 10' Jg' Jg' 10' LANDSCAPE 10' 29' 29' 10' LANDSCAPE BUFFER l-----"'----l~----=-------t--;----~--------i~=;:;;;----1 BUFFER VARIES 4' VARIES / 5' 4.5'-10 JO' 8' 20' 4.5'-10' 5' / AC PA '.f:MENT AC PA '.f:MENT \i~y 111:Y ~,,c:: 3 ELEVA Tia'\' --.... SHOWN av PLAN --a• MEO/AN CURB MEANDERING PCC SIOEWALK IL2'/~.c7~~~,w-~ L MEANDERING PCC SIDEWALK 4• AC PA '.f:MENT 0'.f:R AG/JREGA TE BASE _ __, THICKNESS TO BE OETERMINEO BY R-VALUE TESTS (6' MIN.) EXISTING HILLTOP STREET 6 STA. 10+00 TO STA. 12+12.10 TRAF17C INO£X • 8 78' ROW 6' TYPE 'G' CURB &-CUTTER 10' Jg' Jg' 10' LANDSCAPE 10' 29' 29' 10' LANDSCAPE BUFFER ----"'-----1-~--,-==-cc------1-----~~----~------i BUFFER VARIES 20'-JO' VARIE. 8' 20' , VAff!ES 5 45-10 AC PAVEMENT 0'-10 AC PA'.f:MENT /' 't:: ::=J\~~ a· MEO/AN CURB I I J 7 -J1-~or,2%~~,,mYtr.<:v~ ,,J,;,~~""-~"""""""~ MEANOER/NG ''j''1 _ PCC SIDEWALK o. 5' 6' TYPE 'G' CURB & GIJTTER 4• AC PA '.f:MENT O'.f:R AGGREGATE BASE THICKNESS TO BE OETERMINEO BY R-VALUE (TYP.) EXISTING HILLTOP STREET 6 !J' STA. 12+12.10 TO STA. 1J+62.10 TRAF17C IN()[)( .. 8 NO SCALE 60' ROW fl' fl' tJ' Ii~'/. / ?:·' 1/ / '.>-1"'-c =1 7MEANOER/NG lks1DEWALK 5• Tr'PE "G• CURB & GUTTER EXISTING WIND TRAIL WAY. GLEN AVENUE, /' FOUR PEAKS ST., BUCK RIDGE A VE.. ✓-~----.,.,-----­ NORTH FORK A VE., ALANDER CT.'?fe,AJV!S&Y WAY & CASCADE ST. ~ NO SCALE • LANOSCAPE BUFFER AT STREET SID£ YARD. "2: I MAX PORT/a'\' OF PARKWAY FOR FOUR PEAKS STREET STA. 19+00 TO 21+90 EXIST. UNOERORAIN PER OWG 453-8 --- J M!Nti ~ 5 FM!,~Wt---1 LOT LINE TYPICAL BLOG. FOOTPRINT is -.... - ~ 1~1~ HIGH PT. rrP/CAl UNLESS NOTEO OTHERWISE 5' MIN I 2:t \ 7u,v ff:PAD+0.67' ~I---;--N:t M4x. AT CENTER 1-:;.. b OF DRMWAY .r-NO MOUND/MG THIS AR&4 (TOP OF SLOPE 0.5' MIN ABO'.£ SWALE <i NOT TO EXCEEO RN/SH PAO ELEV.) ---,-PLACE RBER ROLL OUR/MG CONSTRUCT/ON =-=·-~•=s.~~E::::t:E~~~-:t~-~1~:-=i1·w~~-::-R.o.w.£ NOTE: I) LOTS Will SURFACE DRAIN UNLESS Jiff< 0 'ERW, 2) TYPICAL LOT DRAINAGE PER GS-ts, A:;. fv(OO/fle-PH!!<t/ . CURB ,t GUTTER TYPICAL FINISH'-0 'BAL 'AGE AND TEMPORARY EROSION CONTROL DETAIL NO SCALE I sH4EET I CITY OF CARLSBAD 1,s~T~ 1----+----1--------------i-----i----i---.---i ENGINEERING DEPARTh4ENT iV" l---t----1--------------i----t----t----i----i 2710 Loker Avenue West Suite 100 Carlsbad, California 9201 O 760-931-7700 Fox: 760-931-8680 www.odayconsultonta.com Civil Engineering Planning Processing Surveying DESIGNED BY: H.R.. N.F. DATE: AUGUST 2008 f----+----1--------------i-----i----i---.---i DRAWN BY: M.P •• C.F. SCALE: AS SHOl'IN PROJECT t.tGR.• M.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: n . d ' 4-7-~" ~ DATE:J-/->·->Y 1 __ DA_TE __ 1N_1TI_AL-, N. CARROLL RCE: 4{igJ5 ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL a TY APPROVAL G:\0\\014\ 011 ~MM604.DWG PHCCISC GRA{)IN(J Pt.ANS FOH; TH£ FOOTHILLS AT CARLSBAD DWN BY: __ _ CHKD BY:~ RVWO BY:~ R08CRTSON KANCH PA II P. /J.a 08-0 f 2A c.r. Ol-26 PROJECT NO. DRAWING NO. C.T. 04-26 ~-----~ 453-BC 061209 041309 NOTEU ELECTRONIC DATA FILES ARE FOR REFERENCE DNL Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROi... ©2009 O'Oay Consultants, Inc. 12! PA0=92.7 95 10.0' PA0=83. ! 120 PA0=93.0 0.02' I 119 PA0=93.0 50,02' l' Pl,t' 0 I ! 18 PA0=92.9 50.0 I i_-.s.o-:-:· -11 I '(' 5.0' Gf=84.2 ~~ S G -~ -Ll' bH~~-s.. --::.:------.. ---.... ~ -RW 14 2710 Loker Aven.i• West Suite 100 Corlsl:>od, CoHfomia 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultonUl.com Civil Engineering Planning Processing Surveying ! 17 PA0=9!.9 99 PA0=85.4 4 <I 4 \ C 0 0 0 11 I J-==i! \ \ 8;t <I 1/ t:L----· ---1-,;--- . 1/' '\S EXISTING a· sEWfR • vc WATER EX/STING 12 p R/W <I 4 \ }:::::::::::='. I I I I I I " I <I f I o· 20' ---10' 40' SCALE: 1' = 20' PLANNING AREA 16 -MODELS TABULA T/ON LOT LOT ADDRESS Pl.AN I ENHANCED A.P.N. BACKFZOW 8()/LOING LOT LOT COO£ rrP£ £LEV. PREVENTER FOOTPRINT AR£4 C<MRACE AR£4 0096 96 35.JO Gt.£N A !,!NU£ JA NO /68-J12-08 NO 2119 5952 Jo.6% 0091 91 J5J/ Gt.EN A l,fN/J£ IXCR NO 168 J12 09 NO 2611 588J u.~x 0096 98 J5J8 Gt.EN A l,fN/J£ 28R NO 168-J12-I0 NO 2191 5811 J7.8% ' & fsHEPl CITY OF CARLSBAD ~====~===t==========================t====t===t====t==j ~ ENGINEERING DEPARTMENT Pf?CCISE GlfAl)IN(J Pf.AN$ FOIi: DESIGNED BY: H.R .• N.F. DATE: AUGUST 2008 t---t---t-------------+----J.---1----l---1 DRAWN BY: M.P .• C.f. SCALE: 1' = 20' THE FOOTHILLS AT CARLSBAD H08CHTSON /iANC/1 PA II P./1.0. 06-0ltA JIOOELS c.r. 04-21 PROJECT MGR.· M.N.C. JOB NO.: 01-1014 ENGINEER Of WORK: DATE: }-/!>-o RCE: 46935 REVISION DESCRIPTION DA TE INITIAL ENGINEER OF WORK G',\011014\ 01l4MMG05. DW6 APPROVED: DAVID h 7u5r..... ~u 9 DEPUTY CITY ENGi~ PE 33081 EXP. 6/30/10 4□'/kt- DWN BY:~- f---DA_TE__,...:..1N-'--'ITI"-'AL=-+-..:.:DA.:..::TE=--i_::_1N::..::ITT::..::AL:....i CHKD BY: l,51- 0JHER APPROVAL CITY APPROVAL RVWO BY: Jl.F. PROJECT NO. DRA\\1NG NO. C.T. 04-26 453 8C 061209 041309 o· 20· 10' 40' SCALE: 1' = 20' I I NOT£!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONL Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ©2009 O'Day Consultants, Inc. 11 308 RECREATION AREA 6.0' 4 ., .,, 'q; ~ ~ ' ~ ~ ~ 169 PAD=/00.3 --, I 89 PAD=18.2 I I I 168 PAD=/02.5 I I I ~ ~~ <::, \l<> • 89.5 TG ~ 88,5 fl. Oo· 50, I I j • CURB & GU TT£ 6 w- I I -1 -----~ I 5.66' I 167 PAD=/04.5 I I I I I _J L--- - t. ~ . . <o 1 TG ,5 898 TG \~ 88.4 fl. ., ---7 I I 1 91 PAD=79.5 4• PVC 11 o.B6X ill{\ qp 10.0· 5.0' 10.o· PAD=91.1 91.o 5.0' FF 91.77 HP 9o.5 --::.--7 I I I I I I ~r---i _ __,_, _., PADfio.4 2710 Loker Avenlie West Suite 1 OD Carlsbad, California 92010 760-931-7700 Fo11: 760-931-8680 www.odoyconsultonts.com ~ I .9.?,; \ \ 52;. pVC fJ 1X M/N. ~~ID \ FF=90.91 PAD-92.7 I / WILDING LINE - LOT LINE EXIST. 2· 1 Sl. OPE PER 0/lfl. 45.J-8 BUILDING LINE \ FF 93.37 i,___,, 136 PAD=93.J SECTION A-A \~ l ...-c---::'. 91.4 TG 90,0 fl. g,4 ~ \l<> . "-' GF~ . 5.0' ., -------7 I I I I I \ - I I I J---1 r =:J 93 \ PAD=81.3 \ 3• 0-21 r TO EX!SToll"J. 45J-8 DE RAIN PER W/RE uCER (TYP) s- "' <o N 1. 50,00' ~ <::, GF~92.1 rub \l§) Ii\ PAD=92.I FF-92.77 ,Y_.o -"iiii"REA Y. RO AREA (rYP· ------· .-I I I I I 94 PAD=82.2 \ DESIGNED BY: H.R. N.F. DATE: MARCH 2009 Civil Engineering Planning Processing Surveying DRAWN BY: M.P. C.F. SCALE: 1" ~ 20' PROJECT MGR.• M.N.C. JOB NO.· 01-1014 . CARROLL \ R/W ALAND£R er. t-¥.o,\ -..,_ 16 R/W 121 PAD=92.7 10.4' I I I L- s-__.,_ oWG 453-8 NO SCALE ,'l.i NOTE: SEE TrPICAL LOT DRAINAGE DETAIL SHEET 4. PLANNING AREA 16 -PHASE 1 TABULATION LOT -COO£ ,-- I 0122 I 012.J I 0124 0125 95 0126 0121 PAD=83.f 0131 0132 013.J 0134 0135 LOT I ADDRESS 122 ALANOER CT. 12.J ALANOER CT. 124 ALANOER CT. 125 ALANOER CT. 126 ALANOER CT. 121 ALANOER CT. 131 ALANOER CT. IJ2 ALANOER CT. 133 ALANOER CT. 134 ALANOER CT. 135 AlANOER CT. PLAN I TtP£ 38 2CR JA 28 JC IXA /BR JCR 2AR JBR 2CR ENHANCED £LEV. NO NO NO NO NO il'5; ~ST SIDE il'5; ~ST SIDE NO NO NO NO A.P.N. 168-312-34 /68-312-35 168-312-36 168-312-31 168-312-38 168-312-39 /68-372-43 168-372-U 168-372-45 168-372-46 168-312-41 BACKFLOW BUILDING PREVENTER FOOTPRINT AR£4 NO 2188 NO 2191 NO 2119 NO 2191 NO 2119 NO 2611 NO 2611 NO 2119 NO 2198 NO 2188 NO 2119 LOT AR£4 5000 5000 5000 5000 5000 5791 6341 6363 6403 6431 6608 LOT COVERAGE .f.J.8% .f.J.9% .f.J. 6% .f.J.9% .f.J.6% 45.1% 34.3% 34.0% JJO% I SfiE6ET I CITY OF CARLSBAD ~====:====~============================~====~====1====1===:::; ENGINEERING DEPARTMENT DATE INITIAL OTHER APPROVAL Cl TY APPROVAL G: 011014 0114MMG06.dwg May 12, 2009 3:40pm Yr,o-fc:• (\1f4A~UP• r'l11Lic:tr• 1"1114,.,11tl· 1"111.d.,.,mnr,• 1"1114"'"'+,-, (1114t,.H.A~• (\1141,0 .. tnl• n114TP-I..A• n1t4m11tl• '1114RIIT7 PR£C/S£ GRADING Pl.ANS FOR: TH£ FOOTHILLS AT CARLSBAD OWN BY:~~- CHKD BY: .)LR RVWD BY: ROB£KTSON IW(C/( PA 16 P.U.O. 06-012A PHASE I c.r. 01-25 PROJECT NO. DRAWING NO. C.T. 04-26 453-8C 061209 ----o· 10' 20' SCALE: 1" = 20' 40' \ \ \ 80 ---· ' \ .7 5011' ~6/f.9 4• pi,c g 1:t MIN. II s.o· -,o.o· PA0=8!J.0 ff=B~.61 ;._ I '°' d> BfP i 11 ~ MIN. REAR YARD AREA (TYP.) i ,-----; s.o·- &.9s (@/4> PA0=89.6 ff.-90.21 BfP PEDESTRIAN TRAIL EASEMENT PER MAP /5682 I i ¾ ··~ " I ' \ I \ I I 1.--,.<--'o~,-----, 1 ~:0- ~ ~ j ~ j~jt CF=89.6 NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. I r1 8, .7 ½. I :,,,-'""',"'---i '---"'3;1l-l48'~~~~~ ~- 5.0' I l -,o.o· ~ i 111 I ....,___,___. (fj PA0-90.J ff.-90.91 4• PJ.C g l:t MIN. I I 5.0' ~> CF=9.o.J 2710 Loker A'.'enu11 WPst Suite 100 Corlsbod, California 92010 750-931-7700 Fox: 760-931-8680 www.odoyconsultonls.com Civil Engineering Planning Processing Surveying d~ID PA0:.:94.0 ff. !14.61 4" PVC g l:t MIN. 8.6' CF=94.0 DESIGNED BY: H.R. N.F. DATE: MARCH 2009 DRAWN BY: M.P. C.F. SCALE: 1" = 20' PROJECT ~GR.· ~.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: »>___, J -s.o· ~ /3.6' I ~ I ·.s -5-o ~ I SO.OJ' 4• PJ.C @ l:t MIN. ~ ~ R ~ -PA0-91.1 I ff. 98.Jl BfP 5.0' CF=91.1 "' 1~ -: ,,. "' -: ""i --16.13' s \ ..... I .. ·.· ... _·.· .. · , '· . ·. [XJST TRAIL EASEMENT PER MAP 15608 I I I j • I . f I 91.1 I J ;96,' ~- -95... -.....-: •.p R/W [XJST J' D-21 · UN{)[RDRAIM PER . 453-8 ( \> R/W ( . . PLANNING AREA 16 -PHASE 2 LOT LOT I ADDRESS PLAN I ENHANCED CODE TYPE ELEV. 0113 113 FOUR PEAKS sr JBR Y[ 11£ST SID[ 0114 114 FOUR PEAKS sr IXAR NO 0115 115 FOUR PEAKS sr NO J.' 0116 116 FOUR PEAKS sr 2Ali• NO 0111 111 FOUR PEAKS ST. JBR NO 0118 118 FOUR PEAKS ST. 2CR NO 0119 119 FOUR PEAKS ST. /BR '1[5; EAST SID[ NOTE: SEE TYPICAL LOT ORA/NACE OETAIL SHEET 4. TABULATION A.P.N. 84.CKFlOW BUILDING LOT LOT PREVENTER FOOTPRINT AREA COVERAGE AREA 168-312-16 Y[S 2/88 5126 42.1:t /68-312-11 Y[S 2611 5343 48.9:t 168-312-18 NO 2119 51# 42.4:t 168-312-79 NO 2198 5211 41.7% 168-312-80 NO 2188 5543 39.5:t 168-312-81 NO 2191 5535 40,0X 168-312-82 Y[S 2611 5021 52.1% 'f.REVISCJ) FRONT Y4RIJ TO A/JO A~ ---~~-~-.. _,..;--& I S,ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRADING Pl.ANS FOR: THE FOOTHILLS AT CAHLSBAO ROBERTSON RANCH PA 16 P.11.0. /J6-012A PHASE 2 c.r. 01-26 REVISION DESCRIPTION G: 011014 0114MMG07R.dwg Moy 12, 2009 3:43pm 'lt'rPfct· ()114AMAP· ()11 -4.,,.,fr. ()114,-,,.+I· ()114-nrnnr,• ()114!-..,tr· ()114!-.1 ,ti· fl114Ut...tr.• (11141,.HAnl • "114TP-tJ• r1114MI Ill 061209 o· 20· - ---10' 40' SCALE: 1 • = 20' !78 PAD=94.O 17 =92. I 128 PAD=87.5 PA0-94.7 F1' 95.37 BFP SEE SHEET 12 -------------·. NOTE!! ElECTRONIC DATA RLES ARE FOR R£f[R£NC£ ONl Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. r f:'.? "' \i NO. 4693 EX~. 09/'JIJ/ CIVIi. Dr CAI.I~ SEE SHEET 10 Pf1: 0 I.¥ AQA( "' Lim -., Q[7 PA0=96.7 FF;..91.37 BFP I I PAD= 6.8 -......... I '-.. ~ ...._.....; J 97,7 , ~ I/ -{. ~ 129 PAD=87.5 7--,...iqr::;,-._ !30 PAD=88.O 53 PAD=/O5.0 52 PAD=/OO.4 ~ 55 .,,,.~'1/' -.._,""'t-__ P1fD=! !6.3 r I I 131 PAD=9O.3 r 17-1' 56 PAD=!! 7.3 L __ ---_J 56.2"' 1oJ.8 TG' -101. n · 132 PAD=9O.9 19.80' 9.15' . ~ 57 PAD=! 18.5 L---___l 19.84' -~-------.-- 7 \ \ --1 --r\ 1...---, \\ 1,4' \ \\ \~ 5.0' r I I I 184 PAD=/O9.O 1\ ~ ,r:i ~ 1 83 rJ.6' ~~~ \\ ~ I i-SEE SHEET !J ---- \\~ \~ J,6' \\ 1C PA0=101.8 FF--108.47 ?, ~ °'· ,01. ~\ o TG ~ ~ ~ /7}5. 8 ~ i I "- \ I\ 165 R/W ---H FORK AV£, ow0.45J-B PLANNING AREA 16 TABULATION A/J/JRESS PIAN / ENHANCED A.P.N. BACKFl.OW BU/LO/NC lOT TYPE ELEV. '£VENTER FOOTPRINT AR£il lOT lOT I COO£ 0166 0167 0168 0169 0170 0171 0172 0180 0181 0182 0183 166 3525 NORTH F<Y?K Al£. NO 168-372-69 '/ES '219B. 2611 5508 167 3521 N&l/1 FOO< Al£. NO 168-372-70 '/ES ·~ 2179 5560 168 3517 N&l/1 FOO< Al£. NO 168-372-71 >E"S 2617 5.598 169 3513 N&l/1 FOO< Al£. NO 168-372-72 'tES 2. II 6476 110 3509 N&l/1 Fr1?K Al£. NO 168-372-7:J NO 6413 • 183 3532 N&l/1 FOO< Al£. !CH NO 168-370-70 NO 6623 39.5% NQlfS: 1. SEE l'tPICAL LOT ORA/NACE OETA/l. a¥ SHEET 4. 2. SETBACKS SHOIIN ARE 11£AS/JR£0 FROM 8/Jll.l)ING FO/JNOA llON. l INSTALL 4• PIPE 3' Ct.EAR FROM 8/Jll.DINC. COMPACT 8ACKF/l.l TO 90X ffU llVE COAIPAClla'I a? AS REQIJIREO BY SO/l.S ENGINEER. SE£ SHEET 6 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsultants.com Clvil E:ngineering Planning Processing Surveying DlSIGNED BY: H.R., N.F. DATE: JANUARY 2010 DRAWN BY: CJ., M.P. SCALE: 1" = 20' PROJECT MGR.• M.N.C. JOB NO.: 01-1014 ENGINEER Of WORK: DATE:?-8-1 \ RCE: 46935 "AS BUILT" RCE __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERt.lNE OF EL CAMINO REAL AT ENGINEER's STAllON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEITTS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68. 479 DA TUM: U.S. C. &-G.S. NGVO 1929 fsH¥rl CITY OF CARLSBAD I SHEETS I 1----+---+-------------+-----+---+---it------t LU ENGINEERING DEPARTMENT 14 t----+----+-------------+-----t----+---1r----t .J, J, REPI.ACEO 8/JII.OING LOTS 166, 169, 181 ADO SHEETS 8-14 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G: 011014 0114MMG08-CC3.dwg Mar 03, 2011 8:32om Xrefs: 0114gstr; 0114gutl; 0114gmap; 0114MMG; 0114MMDL; 0114MUTL; 0114TP-M DATE INITIAL Cl1Y APPROVAL Pli£C/S£ GI/AO/NG PL4NS FOR: TH£ FOOTHILLS AT CARLSBAD /IOIIUTSON RANCH PA 18 P.11.0. fKJ-012A C.l 04-28 ~ED.::l.L~ "l!J1;KI _::.jtJ Ju Ci ENGINEER PE 41204 EXP. 3/31/11 D~ DWN BY:~- CHKD BY: 1i/6__ RVWD BY: PROJECT NO. DRAWING NO. C. T. 04-26 453-BC 57 PAD=/18.5 ,~· _ _j 183 PAD=!0l.8 4• PVC Ii 1% MIN 166 PA0=/06. \ \ 58 ~!;q:)~- 52.10 j_ I (184\ 5;~~.9 ~ PA0-109.0 Ff: 109.67 12.5' i::. <> ' • 24. 19 SEE SHEETS 10 d' 11 53.00' ---\ I I0.9,,s I -a -l\__-~f.·7 ~-~---=~::--'~ , ': w PA0=109.7 kl PA0-/09.1 1.-----,Ff: 110.37 11 FF=110.37 4• Pve fJ 1% MIN. ;;,~~ . ..c1~07.~. O'c:1~+1---n--r 8• PVC WATER PER 453-8 7 .·· ·· / 1=,08.5 TC 10.i.9 FL . TG 1015 FL ~ -~ ~ \ ' _L--------1 ;) ~\ ~. \ \ ~ 4• Pve Ii 1% MIN so.oo· I =108,5 'O I '-" 4• Pve O 1% MIN I I /08.2 l I ~ --~ 11 \0 . I ~p \ PAD=108.5 so· I Ff:-109.17 1o19 \ \ -'<>..> \ I '-'\rJ'lr 49.52 137 PA0=93. 6 . '? -4rt.8¥-_j 136 PA0=93.9 NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. -;lOfESS10 " IS ,.... "' V) '"' 0 --"'('" r-z ~ :a r-rr, ii NO. 46935 '..J EXP. 09/30/11 * C/VI\.. ~ .... OF CALI~<::,~ 135 PA0=92.7 2710 Loker Avenue West Suite 100 Carlsbad, California 9201 O 760-931-7700 Fox: 760-931-8680 www.odoyconsultants.com Civil Engineering Planning Processing Surveying PA0=93.3 SEE SHEETS 6 d' 14 OESIGNEO BY: H.R., N.F. DATE: JANUARY 2010 DRAWN BY: C.F. M.P. SCALE: 1" = 20' PROJECT MGR.· M.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: DATE: ':j, 2-11 RCE: 46935 "AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR 10.3' 5.0' 4• PVC fJ 1% MIN 10.0· {161\ \[[87 PA0=107.7 1 l\\~ Ff:-108.37 5.0' !» I "' I 63 4105' ,., \; '<> ~ ~- -a 1S' ~ R PA0-106.9 Ff: 107.57 BFP 106HP 4' PVC Ii 1% MIN. i1 1! \! I 11 I I I \ 110 "\. 108 MIN. ~ "' "" 307 R[CR[AT/ON AR[A S££ DWG 453-BA 105 0 ' ,-,=:,:"'<' ' . / ' 12" MIN FINISHED GRADE ~-~~~~--~~-~~~+-,~--- . <-----'r-'· --.,-.----.,-7 I. ' . . '" I . \ _j..--3/4" CRUSHED G'IA~L I <-----'I . . . .. ·· .. ' . . ·, .1 I--+--!.I/RAFI 140 I . . . ' I FIL TFR FABRIC I .· • RETAIN/NC WALL ___ >----<:• .' '; . .• ... : 'A\ 2/3 H H (BY SEPARATE PERMIT} I. i 1 I . • • . ,_:.-: 4" DIA PERFORA 1[0 I • I \'<-( ABS OR ADS PIPE -----.:✓.r;-c-sr--J---i!Lec··cc· =·. 71··. < : f" \'\; I •.· •.. • I \~~,-~-~~~L"°··-:cc·· ·~·~::c!t-=..:::=-~__,. /)y\\ \~~;;:-•' FOOT/NC ,. NOTF: DRAIN 4 • PE RF ORA 1[0 PIPE Ii I% MIN DETAIL ~' -RETAINING WALL ORA/NAG£ NOT TO SCALE NOTES: I. SEE TYPICAL LOT ORA/NACE DETAIL ON SHEET 4. 2 SETBACKS SH0/#1 ARE MEASURED FROM BU/LO/NC FOUNOA 1/0N J. RETAIN/NC WALL PER 0/IG 453-8A BY SEPARATF PERMIT. INSTALL SUBORAIN PER DETAIL '.4' 1/-1/S SHEET AT 1% MIN FALL 4. INSTALL 4• Pve SCHEDULE 40 1/-/ROUCH RETAIN/NC WALL FOR SUBORAIN OUTLET, PER SORSO C-8. 20' ----10' 40' SCALE: 1" = 20' I I \ \ \ \ PLANNING AREA 16 TABULATION DATE DATE 139 PA0=9J.4 140 'A0=92.9 4 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENG/NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY ~RT. CONTROL DATA) ELEVATION: 68.419 DATUM: U.S.C. & GS. NGVIJ 1929 --~-- LOT LOT I ADDRESS Pl.AN I ENHANCED A.P.N. B4CKFLOW BUILDING LOT LOT CODE lYPE ELEV. PREVENTER FOOTPRINT AR£4 COVERAGE 0160 160 3549 NOR 1/-1 FORK A I,£ ic5; EAST SIDE 168-312-63 icS 4 5512 ~ 0161 161 3545 NOR 1/-1 FORK A I,£ NO 168-312-64 NO 5000 0162 162 3541 NORT/-1 FORK A 1,£ NO 168-312-65 NO 5000 43.6% 0163 163 3531 NOR 1/-1 FORK A I,£ NO /68-312-66 NO 5000 43.9% 0164 164 3533 NOR 1/-1 FORK A 1,£ NO 168-312-61 NO 5210 0165 165 3529 NOR 1/-1 FORK A 1,£ NO 168-312-68 NO 0184 184 3536 NOR 1/-1 FORK A 1,£ NO 168-310-11 NO 0185 185 3540 NOR 1/-1 FORK A 1,£ NO 168-310-12 NO . 0186 186 J.544 NOR 1/-1 FORK A 1,£ 4 NO 168-310-13 NO JHf,llf44,0% 0181 181 J.548 NOR 1/-1 FORK A 1-£ NO 168-310-14 NO ~ 2611 5901 i #.-31144.2% ? 0188 188 3552 NOR 1/-1 FORK A 1-£ NO 168-310-15 NO ~ 2188 5915 ~31.0X 0189 189 3556 NOR 1/-1 FORK A 1-£ ic5; EAST SIDE 168-310-16 NO 6163 .J5.-6fl 424% ..,, ,,.,,,,t¾.,,.,;f"',,;-:;;;, SHEgET CITY OF CARLSBAD I SHEETS I f-----+--t-----------------1---1----l---+---I ENGINEERING DEPARTMENT 14 f------l---i------------------1----1----1--------l--------1 DA TE INITIAL ENGINEER OF WORK REPLACED SHEET PREVIOUSLY SIGNED 3/11/2011 REPLACED BUILDINGS -LOTS 160, 162, 186-189 REPLACED SHEET PREVIOUSLY SIGNED 3/19/10 REPLACED BUILDINGS -LOTS 184, 186 ADO SHEETS 8-14 REVISION DESCRIPTION G: \011014\0114MMG09-CC4.dwg May 10, 2011 11: 03am I 5 Jf,, II GV DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL \c'r.,fc,• n1U.AIJ.&.P· n114nc,tr• n114n,,tl· ()114nmn"' f'l114hc:tr-· ()114h11tl· 01141..H.Ar.• n114l,O.Anl • 1,11.4TP-IJ· ()11,tm,.tl· ()114(::f:Rn PRECISE GHAOINC PLANS FOR: THE FOOTHILLS AT CARLSBAD R08£RTSON RANCH PA 16 ~D:l~~ Jj/£KI Cl ENGINEER PE 41204 EXP. 3/31/ll> OWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: C.T. 04-26 P./1.D. 06-012A c.r. 04-26 --5Aflt! DA~ DRAWING NO. 453-BC 11 11 NOm! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. © 2012 0'0ay Consul tan ts, Inc. I I I I I I I I I I 'j JI!: !hi.~ 'l, I I I ,!ii Y' I I I I I I I I I -2.11': ----- 51 3C PA0=96.8 FF 91.-17 p rn'\ ~ PA0=105.0 FF--105.67 BFP PAO= 0 .-I FF 101.07 BFP db ~ PA0=/08.7 FF-109.37 I !9. ,. ,,,.....____ 180 PAD=!OO.O r--, 7 I I P.A. 17 ' 2 PA0=/22.0 '- '\ '\ '\ '\ 3 PA0=/23.2 RETAINING WALL PER DHG 453-BA BY SEPARATE PERMIT. '\ INSTALL SUBDRAIN PER 4, DETAIL A, SHEET 9 Cl CT',>: '¾-;-<,- /,{$-<',,.... <'o . 6' ¼ ,-pt(',,..: -? . ,.. .~< I PAO=! 18.7 I 1 11\0i f1. 11 · -,•Pk:(, ~frJV s w <o " <J ,,1-' 8535' 1178 IIP. ® R PA0=/11.9 FF 118.57 1.0· ~ ~1 \"' ~ .... Crj N 111 TC <\j 4 PA0=/23.8 49A1' 12,3' 85 j 117.9 GF=l1 . ~ ,.::i J.9' 5 PA0=/24.3 50.00' -·- 5.0 5,0' ,,, PA0=/I9.7 ~ FF--/20.37 /0,3' ,_,___ 4, PVC @ IX MIN. =119.1 BUC \,l ~ <>_ ~ \ "' - .,.-'<i's CF=/19.1 'i ❖'o· so· I \\ fiio FL I [56\ \ 4• PVC @ IX MIN. Q9 11 ~?~IOA'-~ 18· 9 (~_~) 10.0' PAo-111.3 / j l'/q>_,. ~ 5.4' PA0=119.1 FF 116.97 / FF 111.97 ~ .-s, PA0=118.5 FF--119.77 I I I I 47 PA0=/19.7 RI, GE AV£. WG. 53-8 118.2 /iFLC 117. 4 59 PAO=l 19. I ~+--I 4• Pl,C@ 1% MIN. 111.2 I~ \\ FF-~9.1 ~~8.4 -~ ..i--4~;t @ IX MIN.~ 11:9!!,_1,.01__-j-\ / 11 I \ s.o· I -I I ,:] q I -L. -~ ~ ~ ;;:._ o; ,,1~ <c,· I:: w--,jJ ~ T I o' 20' 10· 40' SCALE: 1" = 20' ,~ ~-Jl L ___ J '~--_..__r-...::.:.:___r_~~=-~--r-_L~~~=~I~id;;=J=-=~50.~.oot·~~_l---~-;;rTNOTES: 1. SEE T'rPICAL LOT DRAINAGE DETAIL ON SHEET 4. J..,. I~ ___\ :1 :!;! ~\ -I 111,0 __ .J µ, .,, <.,_ -"69. ,_J ....,. I JJ 19,80 -2> 37.01' _,,,..,_,,.,_ ----·------- --------....... ------181 --....... PAO=!OJ.4 l SEE tf 9 -182 ------1 --183 --l-847 Pfo= 109. r--,-\ PA0=/05.5 1 PAO=!Ol.8 PLANNING AREA LOT CODE 0048 0049 0050 0051 0052 0053 0054 0055 LOT I 48 49 50 51 52 53 54 55 ADDRESS PLAN I TYPE 35U BUCK RIDGE A!.£ 3510 BUCK RIDGE A 1£ 3506 BUCK RIDGE A 1£ 3435 FOUR PEAKS ST. 3439 FOUR PEAKS ST. 3443 FOUR PEAKS ST. 3441 FOUR PEAKS ST. 3505 BUCK RIDGE A 1£ 0056 0057 56 51 3509 BUCK RIDGE A I£ l-~.&.1 35/J BUCK RIDGE A I£ 0058 58 3511 BUCK RIDGE A 1£ """ 'REV/SEO FRONT YA ADO A COURTYARD 16 TABULATION EN/-/flNCED A.P.N. BACKFLOW 8..EV. PREVENTER NO 168-310-33 NO NO 168-310-34 NO NO 168-310-35 NO ~S, SXJTH SIOE 168-310-36 ~s NO 168-310-37 ~s NO 168-310-38 ~s ~S, NJR TH SIDE 168-310-39 NO NO 168-310-40 NO NO 168-310-41 NO NO 168-310-42 NO NO 168-310-43 NO BUILDING LOT FOOTPRINT AR£4 AR£4 2620 60N 2198 6212 2119 7338 2119 1622 2198 6156 2188 1498 2611 7609 ' 5538 5811 5411 5000 2. SETBACKS SHOI-W ARE MEASURED FROM BUILDING FOUNOA TION. .1 CORE INTO EXISTING CURB INLET TO CONNECT. FL = 910 4. INSTALL SIDEWALK UNDERORAIN PER 0-21 LOT CO'IERAGE 4.14% 354% "AS BUILT" 29.7% 286% 35.7% 29.2% RCE __ _ 34.4% EXP ___ _ DATE 39.5% REVIEWED BY: ~4% ~~ . INSPECTOR DATE [jrJ 0 CITY OF CARLSBAD I SH1EE4TS I ENGINEERING DEPARTMENT PH£C/S£ G/?AOING Pl.ANS FOH: ,--------------~------------~---t------t---------------+--+------1-----· TH£ FOOTHILLS AT CARLSBAO 2710 Loker Avenue West Suite 1 DO Corlsbad, California 92010 760-931-7700 Fax: 760-931-8660 www.odayconsultants.com Civil Engineering Planning Processing Surveying DESIGNED BY: H.R., N.F. DATE: JAN. 2010 DRAWN BY: C.f. 1.4.P. SCALE: 1" -20' PROJECT MGR.· M.N.C. JOB NO.: 01-1014 REPLACED SHEIi PREVIOUSLY S/CNEO J /9 /0 , 1 ll -5/U> ..f, ENGINEER OF WORK: REPLACED BU/LONGS -LOTS 54. 51 ~ REV/SEO WALL Oil LOT 52 2-22-10 MNC ADO SHEETS 8-1• -I I. DATE INITIAL ~-~•~~==--~OA'!_tTE:=_<: 6'Lf:'Ll,I /~~'IZ;.__ , __ _L _ __, -A~ RCE: 60223 ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISIOtl DESCRIPTION OTHER APPROVAL CITY APPROVAL G: \011014 0114MMG10-CC5.dwg May 01, 2012 8: 19am i/r,.fo· n114RI.AAP· rnu.,.,.,,,.. n114n,.+I· f\114nmn,_. n114hdr· n114h11tl· n114UUC:· 01141.0.df'II · fl114TP-~A-fl114m11tl /?OBfHTSON HANCH PA 16 P./J.O. 06-012A CJ. 04-26 VE· '.L~K-~ESKI _sJ!/;2 Cl ENGINEER PE 41204 EXP. 3/31/13 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 04-26 453-BC NOm! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. © 2012 O'Day Consult an ts, Inc. •:yc(,:jl J. z6) I~ /J 5 PAD=/24.3 6 PAD=/24.8 I ,-,.,,$6' /./p 50.90" 47 2C 48 PAD=l19.7 I PAO=l 19.710.4' -½ 10.0· -b; °" 0\ 118.9 TG 117.5 FL FF-120.37 4• pi,c (J 1% M/N. s.o· 'OGE AV£. BU 1( -453-8 'l ~ -'l - 118.J TG 11745 FL 58 PAO=! 19. I DWG :.>S, . '9 J' 118. 117 . l ;:s \ !'> ~ c:,_ I l I -I -~ ~ -ro.o~ -\\ PAO=l 19.1 FF-119.77 B B_ __.J I \#I I,,_ -I <\ii;:, 185 PAD=/09.7 P.A. I 7 7 PAD=l25.3 8 PAD=l25.8 J0.I0 6.55' 12.95 10.J'~ '2,J qp PAO=f 18.4 FF=/19.07 10.1' 4, pi,c o 1% MIN. 5.0' 4• pi,c (J 1% MIN. s.o· \ =118.8 ,• pi,c (J 1% MIN. s.o· 5.1' //8.2 TG -+ I _:.,.r L--_J 50. ()(J' 186 PAD=l09.7 117.6 TG 116.5 FL R PER 45J-8 PER 45J-8 I I -I v.,,-~I I ~I 14.89' L ----:,k.is' 187 PA0=/08.8 \ I 15 9 PAD=l26.3 Lill Qy PAO=lll.9 FF 118.57 111 ··re 115.8 FL ; &. 4 • p i,c g I% MIN. ~ ··-··---·,20 4 • pi,r;' (J I% MIN. 189 PAO=l07.J Ii • I 188 PAD=l07.9 ----::::..-, --. ' -==-4- ---I I \ -= =- ( SEE SHEET 9 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odayconsul1onts.com Civil Engineering Planning Processing Surveying DESIGNED BY: H.R. N.F. DATE: JAN. 2010 DRAWN BY: C.F. M.P. SCALE: 1• = 20' PROJECT MGR.· M.N.C. JOB NO.· 01-1014 ENGINEER or NORK: /fd/JL_ KEITH W. HANSEN RCE: 60223 "AS BUILT" RCE __ _ EXP ___ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD 1.1-10 STREET CENTERLINE /1,f'LL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER's STAT/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEvELS (NO. COUNTY vERT. CONTROL DA TA} ELEVATION: 68.419 DATUM: U.S.C. &-G.S. NGl,fJ 1929 \ d NOTES: o· 20· I. SEE TYPICAL LOT ORJINAGE DETAIL ON SHEET 4. ----10· 40' 2. SETBACKS SHOl'IN At[ M[AS/JR[O FROM BU/LO/NC FOUNOA l/ON. SCALE: 1• = 20' PLANNING AREA 16 TABULATION ·== ----= LOT I LOT ADDRESS PLAN I ENHANCED A.P.N. BACKFLOW BUILDING LOT LOT CODE TYPE ELEV. PREVENTER FOOTPRINT AR&I COVERAGE ' AR&I ~~ 0044 44 JSXJ BUCK RIOC[ Al£ J~J_ F..\ res; EAST S/0£ 168 310 29 NO , .... J~i}U ~ 5960 1c7J6.7%l, ~ 0045 45 JSJ6 BUCK RIDGE Al£ NO I68-370-JO ---]6."lir . L NO 5965 ·--0046 46 J52 BUCK RIDGE Al£ JB NO I68-310-J/ NO 2188 5161 31.9% -- 0041 41 358 BUCK RIDGE Al£ 2C NO 168-310-32 NO 2191 5811 31.4% -----.... - 0059 59 3511 BUCK RIDGE Al£ JCR NO 168 310 44 NO 2/19 5000 43.6% --·-0060 60 35;5 BUCK RIDGE Al£ NO IAR 168-310-45 NO 2611 5000 523% 0061 61 JS:9 BUCK RIDGE Al£ NO -' 2191 -1,--,. 2CR 168-310-46 NO 5132 •28% _ ., -· 0062 62 JSJ BUCK RIDGE A),£ JBR NO 168-310-41 NO 2188 5033 43.5% - 0063 63 JS:? BUCK RIDGE Al£ IXAR res; lff'S T SID[ /68-310-48 NO 2611 5000 522% ~ CITY OF CARLSBAD I SHEETS I l-----+--+-----------------+---+----1---+---J Lll_J ENGINEERING DEPARThtENT 14 ---------+-----+--I----+----< !-----+--+-----------------+--------l-----1----1 REPLACED SH££/ PREVIOUSLY SICN[O 3/19/10 REPLACED BUllONC -LOT 44 2-22-10 MNC ADO SHEETS 8-i4 DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISIOtl DESCRIPTION OTHER APPROVAL CITY APPROVAL G: \011014\0114MMG11-CC5.dwg Moy 01, 2012 8: ;som Y.r,.f<:· n114Rt.AAP· 11114,i<:fr• rl114n,,tl· fl114,imnl">· fl11.4h<:tr· fl114h,,tl· ()114~AUr.• 111141..UAnl • n114TP-M• fl114~AlrTI PRECISE GRAO/NG PLANS FOR: THE FOOTHILLS AT CARLSBAD OWN BY: __ _ CHKD BY: __ RVWD BY: N08£RTSON RANCH PA f6 P.IJ.a 06-0f2A c.r. 0~-26 PROJECT NO. DRAWING NO. C. T. 04-26 453-BC NOT£!! ElECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SURVEY CONTROL ~ c_,, ~ -ll!i 46935 !.J 09/30/11 * C/VI\. r,,$:,~ CAl.l~<J<"',, 271 O Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com ! Civil Engineering Planning Processing Surveying 1 ' q,'b . It:;\\ / / / ,• / ' ' ' ' ' ., • I ~~ ~ ~ !}i r c,: ~ l1i ~ ~ bi §1 §1 "-it ~I I~ ~ / / '\ ...: ~ \ 'll \ ' ~ !\ / ' -~ -q,. c,: ;.; \ ~ \ 2 DESIGNED BY: H.R .. ti,F. OATE; JANUAAY 2010 DRAWN BY: C.F •• M.P. SCALE: 1" = 2Cf PROJECT MGR.; M.N.C. JOB HO.: 01-1014 ENGIHEER OF WORK: 3 M s 172 L PAD=94.7 --__J 4 "AS BUILT" RCE __ _ EXP ___ _ REVIEWED BY: s SEE SHEET 8 171 PAD=96.7 L ---__J 4_51' 170 PA0=98.3 \ J2.22' -·-------·-- M DATE DATE ~ ~-~ l I I - I am ~ PA0=87.5 FF=88.17 M 5 P.A. I 4 SEE owe 465-4A I BENCHMARK: -~J' I I - ~ 8 PA0=88.0 Fr=88.67 1• pi,c O TX MIN. s M 6 -7.o' I 87.2 n; 88.05 fl (85.9J Fl DESCRIPTION: STANOARO Al-10 STREET CENTERUNE ll£l1. MONUMENT LOCATION: CENTERUNE Of' El CAMINO REAL AT ENGIN£f:R's STA TlON -151+!J2 PER R.S 1800-1 I .. ~ RECORD FROM: COUNTY BENCH I.EVEl.S (NO. COUNTY ',U?T. CONTROi.. OATA) ELEVATION: 68.179 OAT1JM: /1.S.C. ct GS NGVO 1!J2!J • R/W 308 RECREATION AREA SEE owe 453-BA s 7 -211 --1Cf 40' SCALE: 1• = 2Cf NOTES: f. SEE liP/CAl LOT ORA/NAG£ OETA!l. ON ~T "- 2 SETBACKS SHOHN ARE UCASVR£0 FROU 81111.D/NG FCl(JNOA 1KK(. PLANNING AREA 16 TABULATION LOT LOT I AJ){)R[SS Pl.AN I ENHANCED A.P.N. BACKflOW BfJ/l.OING LOT LOT COO£ TYPE £LEV. PRMNTER FOOTPRINT AR£4 CO~GE AR£4 0128 128 .J"82 At.ANOER CT. .JAR ,..,, HCST S/0£ 168-.J12-IO NO 2119 6122 J21X 012!} 12!J .J"86 At.ANOER CT. 1CH NO 168-.J12-'1 NO 2611 6.Jlf 11 . .JJI Of.JO 1.JO .Jl!JO ALANOER CT. 28 ~-£AST S/0£ f68-.J12 12 NO 2f!J1 7616 28.IJX ~ 1 CITY OF CARLSBAD I [ SHEETS I ---+---+---------------t------i----i-----i----i L.11._J . ENGINEERING DEPARlMENT . 14 1-----+--l-----------------t---+---t----t---t t·U-'!P AOO SHEETS 8-1'1 DATE DA TE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OlclER APPROVAL CITY APPROVAL G: 011014 0114MMG12.dwg Feb 18, 2010 6:52am Xref,: 01148MAP: 0114gstr: 0114gut1: 0114gmop: 0114bslr, 0114butl: 0114MMG: 0114MMDL: 0114MU~ 01141P-M: 0lHTMAP Pli£C/S£ G/IAO/N(J !'WIS FOR: THE FOOTHILLS AT CARLSBAD OWN BY: __ _ CHKD BY: JJP. RVWD BY: J~ IOfllRTSON RANCH PA II P.11.0. 06-01:/A c.r. tH-21 PROJECT NO. DRAWING NO. C.T. 04-26 .f-53-BC I I 135 PAD=92.7 NOTE!/ El.ECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SVRl,f-Y CONTROL !64 PAD=/09.3 I U\ I I \ I L-.J 49.52' ~ 'f. • 46935 09/30/1 t CIV\\. CAL~ ' • !63 PA/J=/09.2 ' I I I J.,/Q' 2710 Loker Avenue West Suite 100 Carlsbad, Colifornfa 92010 760-931-7700 Fax: 760-931-8680 www.odaye-0nsultonts.com I' ~ ' L " I I I _j 5(J00' Civil Engineering Planning Processing Surveying 162 PAD=/08.5 I I I ' \ I I I I I _ _j L \I 5(J01' SEE SHEETS 5 ,t 14 SEE SHEET 9 !6! PAD=! 07.~. 7-.-----.~ u I I _J I I L 5(J00' 160 \ PAD=106.9 j L I Oe--~ I I I I I I L __ _j I DESIGNED BY: H.R .• N.F. DATE: JANUARY 2010 "AS BUILT" BENCHMARK: DRAWN BY: C.F .• M.P. SCALE: 1• ~ 20" PROJECT MGR.; M.N.C. JOB NO.• 01-1014 RCE __ _ ENGINEER or WORK: ~ REVIEWED BY: N. CARROLL RCE: '46935 INSPECTOR EXP,, __ _ DATE DATE DESCRIPTION: STANOARO 11-10 STREET CENTERLINE ltEZL MOM/MENT LOCATION: CENTfRUNE OF £1. CAMINO REAL AT ENGINEER'S STA llON -151+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVElS (Na COUNTY VERT. CONTROt. OA TA) ELEVATION: 68.-179 OATVM: IJ.S.C. .t-GS. N(;VO 1929 -------------------~ P.A. 17 o' 2fi - --10' 40' SCALE: 1 • =-20' PLANNING AREA LOT LOT I AOORESS PLAN I COO£ rtP£ 0111 111 .15-11 ALANO£H er. 1XCR 0118 118 .J5Jl AI.ANO£H er. J,4 IJ -0119 119 J5JJ ALANO£H er. 28 ..... ',,_ I 0120 120 .1529 ALANO£H er. JC 0121 121 J525 AI.ANO£H er. 2.4 \ "1 ~ I 01J8 1J8 J52-I AI.ANOEH er. JAR 01Jl 1Jl .1528 ALANO£H er. 1X8R OfJ8 fJ8 .J5J2 ALANOER er. JCR 01J9 1.J9 J5J8 ALANOER er. 2.4 01,/0 1,/0 .JS,/() ALANO£H er. J8 NOTES; 1. SE£ nPICAI. LOT ORA/NACE OETAR. at SHEET t 2. SETBACKS SHOIW AR£ U£ASIJREO FRO!,/ 81JWING FOI.INOA llCW. 16 J. PROPOSE1} PRIVATE ORA/NACE EASEAIENT f"CYi LOT 111 0'.fR LOT J2J (HoA) t INSTALL J" SIOEWAl.K I.INOfJ?ORA/N PER 0-27. <XWNECT -1• PI-C w/ R£OI.IC£H TABULATION ENHANCEO A.P.N. BACKFZOW BfJ/LOING LOT El.EV. PR£YENTER roogT AR£4 )!3; EASTSIIJC 168-Jl2-29 NO 2611 5101 NO 168-J12-JO NO 2179 5000 NO 168-Jl2-J1 NO 2191 5000 NO 168-Jl2-J2 NO 2179 5000 NO 168-Jl2-JJ NO 21!18 5111 NO 168-Jl2-"8 NO 2179 681" NO 168-312-19 NO 2620 6598 NO 168-Jl2-50 NO 2179 6562 NO f68-Jl2-51 NO 21!18 6526 )!3; EAST SIIJ£ 168-312-52 NO 2188 6805 LOT COl£R46£ 5f.2¥ IJ.6¥ IJ.9¥ IJ.6¥ IJ.0¥ J2.0¥ J9.7¥ JJ.2¥ JJ.lK J2.2¥ ~ I CITY OF CARLSBAD 11 SHEETS I ----+---+--------------i------i----t-----ir--1 ~. ENGINEERING DEPARTMENT _ 14 1----t----+--------------t----t---;---ii----i 00 SHEETS 8-1~ DATE INITIAL DA TE INITlAL ENGINEER Of WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL G: 011014 0114MMG1J.dwg Feb 18, 2010 6:55am Xrefo: 01148MAP: 0114gs1r, 0114gutl: 0114gmop: 0114bs1r: 0114butl: 0114MMG; 0114MM0I.; 01141P-M: 0114MUTL PKCISC C/IA{)IN(J PUNS FOR: TH£ FOOTHILLS AT CARLSBAD li080TSON HANClf PA II P.IJ.O. 08-QfJA C.T. Ol-21 OWN BY:~~-, CHKD BY· ,.ltfl- RVWD BY· ,ll g_ _PESKI ,L. ~@/to 41204 EXP. 3 31/11 DAW- PROJECT NO. DRAWING NO. C.T. 04-26 453-BC • I <i ~j 4 ~ I ~ ... es a: ~ B:l • ~ B' • I ---Yi . \ ~ ~ <1 r=::~ ~~· ~ \ \-<: ' \ . \ ---- --X ,fir -)-~ ~'<,- j ~ 1 \ I +~ NOTE!! . ' ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2011 O'Oay Consultants, Inc. SEE SHEET 6 0 P.A. 15 DWG. 450-6A I I I, ~'b-\ R ~< "' "' 10.0· ) '-oj79 TG 76.5 FL 0 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 ra)(: 760-931-8680 www.odayconsullanls.com I l--JCJ \ \ 125 I fAD=90.~ -"8. L--- s.o· 19.4 HP 4, PVC (I IX MIN. {91\ ~ PA0=19.5 ff. 80./1 BfP ~ 775 FL - I \ I 1 124 I I L---' I 1 123 I fAD=91.~ L--- ------_5QJ1/L--------- -1 1.----L---- ,>o?.9 Gf'~B0.4 I!» ~ ~ 0, --1.1.------.~ @"., PAO-81.J 1\L--. ff-81.91 8o. N \ \ ~ I i 4, PVC g TX MIN. 5.0' .,> 80.5 TG 79_5 FL ---- AV£, JJ-6 ------ ---.. 0--r®B--1/ ---......: ~ I/ I\ I. - DESIGNED BY: H.R., N.F. DATE: JANUARY 2010 "AS BUILT" Civll Engineering Planning Processing Surveying DRAWN BY: C.F. M.P. SCALE: 1" = 20' PROJECT MGR.· t.t.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: G---DATE: :>-12-II RCE: 46935 RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR ' I I 1 122 1 fAD=92. 11 -- ,a.a· 4' PVC (I 1% MIN. ----W \ DATE DATE ---.c-----' I \ 121 1 'PAD=92.1 ___;>-v-....r...,,-·· L --- 3.94' \ \ \ SEE SHEET 13 I 11 120 I fAD=9J.~ L--- 96 PAD=8J.1 S££ I \ 119 I f'AD=9J.oj L--- 97 PAD=84.2 SHEET ~ \ \ \ \ \ ' , I \ 118 I fAD=92.~ L--- ----, \ I I I I I I 98 PAD=84.7 5 \ L--.------T \ \ \\ \ -V, 0, "' 10.J' 5.3' B?_i '('~ (99'\ \IP 4' PVC (I IX MIN. PAD=85.4 ff. 86.01 l <1 <1 \ I \ • \ \ \; \ ~ 1 ' \ LOT CODE 0089 0090 0091 0092 0093 0094 0095 0099 10.0· s.o· --- I \ ~,.--...--' (a. R/W . 4·., • I" ~ • 0 0 I ------) --------·-.-•~-~---~ • 5£.lf;R EXISTING 8 R/W P.A. 2 I DWG. 461-6A NOTES: /. EXISTING UTILITY EASEMENT TO SOGJtE REC. OCT. t 2007 AS FILE NO. 2001-064560/. 2. SEE T'rPICAL LOT ORAINAGE DETAIL ON SHEET 4. 3. SETBACKS SHOIW ARE MEASURED FROM BUILDING FOUNOA TION. 4. CORE INTO EXISTING CURB INLET FOR 4' PVC 0/JTlET 5. INSTALL 3' SIDEWALK UNOcRORAIN PER SORSO 0-27. CONNECT 4' PVC W/ REDUCER 6. RETAINING WALL PER OM; 45.3-8A BY SEPARATE PERMIT. INSTALL SUBORAIN PER DETAIL ,i' SHEET 9 AT l.'f MIN. FALL 7. INSTALL 4' PVC SCHEDULE 40 THROUGH RETAINING WALL FOR SUBORAIN 0/JTlET, PER SORSO C-8. PLANNING AREA 16 TABULATION LOT I ADDRESS PLAN I ENHANCED A.P.N. 84CKflOW BUILDING LOT LOT TYPE ELEV. PREVENTER FOOTPRINT AR&! COVERAGE AR&! 89 3502 GLEN A ITTIUE _ YE~ Uf:S T SIDE /68-312-01 YES 1408 90 3506 GLEN A VENUE NO /68-312-02 YES 6000 91 3510 GLEN A VENUE NO 168-312-03 YES 6000 92 3514 GLEN A VENUE NO 168-312-04 YES 6000 93 3518 GLEN A VENUE NO /68-312-05 NO 6000 94 3522 GLEN A VENUE /AR NO 168-312-06 NO 6000 95 3526 GLEN A VENUE ---r€R--/XBR NO 168-312-01 YES 5998 99 3542 GLEN A ITTIUE ---M-IC YE~ EAST SIDE 168-312-11 NO 2617 1305 '.4 ii ;:! <1 • --0 --------~- o· 20· -- -10' 40' SCALE: 1" = 20' I s14T I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 14 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE or EL CAMINO REAL AT ENGINEERS STATION 454+92 PER R.S 1800-f RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68.419 DA TUM: U.S.C. & G.S. NGVO 1929 REPLACED SHEET PREVIOUSLY SIGNED 3/19/2010 r,"-/;J•f/ REPLACED BUILDINGS -LOTS 90, 92, 94, 95 &-99 ADD SHEETS 8-14 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL G:\011014\0114MMG14-CC4.dwg May 10, 2011 11:05am 'lr<>fc.· rl114AlUP• fll 14.rlcitr• fl114.rlutl• ()11 .d.nmnr.• n114h.,tl· fl114U~f":• n114~Alvml · fl114 lP-U• 0114.h<::tr· rl114t.AI 111 , n11 .4..-inrrl PRECISE CHAO/NG PLANS FOR: TH£ FOOTHILLS AT CARLSBAD R08£HTSON RANCH PA fl P.11.0. 06-012A APPR.wt~-GK_ ?Jti':,N-fl)l ~R PE 41204 EXP. 3/31/r!> DWN BY: __ _ CHKD BY:~~ RVWD BY: PROJECT NO. C.T. 04-26 C.T. Ol-26 DRAWING NO. 453-BC 11 11