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HomeMy WebLinkAboutDWG 420-6B; PUD 04-03A; LA COSTA RIDGE NEIGHBORHOOD 2.5; 01-14I I i I ' I , II I GRADING NOTES (IN ADDlnON TO 11-1£ RE:QU/RE:ME:NTS OF CHAPTER 15. 18 OF 71-1£ CARLSIW) MUNICIPAL COD£) 1. 71-11$ P/,IW SUPERSE:DE:S ALL 011-/ER PWIS PREVIOUSLY APPRO\IE:D £JY 11-1£ CITY DA CARLSBAD RE:GARDING GRADING SHOWN ON 11-//S SU OF PW/S. 2. APPROVAL OF 11-1/S PW/ DOE:S NOT LE:SSE:N OR WAI\/£ ANY PORTION OF 11-1£ CARLSBAD MUNICIPAL CODE:, RE:SOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR 011-/E:R ADDITIONAL DOCUM[NTS USTfD HER£0N AS 71-1['( MAY P£RTAIN TO 71-1/S PROJE:CT. 11-1[ E:NG/NEE:R IN RE:SPONSIBLE: CHARGE: SHALL REY/SE 11-1£$[ PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PWIS DO£S NOT RE:L/£\1£ 11-1[ DE:VflOPER OR E:NGINE:ER-OF - WC)RK FROM RfSPONS/8/UTY FOR 11-1[ CORR[CTION OF ERRORS AND OMISSIONS DISC0\1£R£D DURING CONSTRUCT/ON. ALL PLAN R£VISIONS SHALL 8£ PROMPll.Y SUBMITTfD TO 11-1£ CITY E:NGINE:ER FOR APPROVAL 4. A RIGHT-OF-WAY P£RMIT FROM 11-1[ CITY £NG/NE£R WILL BE REQUIRED FOR ANY WC)RK IN 1HE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CE/WFJCATE OF INSURANCE MUST BE FILED NAMING 11-1[ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON 1HE PERM/TT£['$ POUCY IN 1HE MINIMUM AMOUNT OF $1,000,000.00 FOR £ACH OCCURRE:NC[ OF UABIUTY. 11-11; INSURANCE: ~tf$lr~rg&W7'1ffft:Jkttr~ fuf#P'fh 9It,,;l~w'tt0 A SIZE 5. UN~[SS £XEMPT£D BY S[CT/ON J01.(b)5 OF 11-1[ UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY R[QU/R[ SD'ARATf P[RM/TS FROM 11-1[ BUILDING D£PAR1ME:NT. 6. NO WORK SHALL 8[ COMM[NC[D UNTIL ALL P£RMITS HA\/£ B[[N OBTAIN[D FROM 11-/E CITY AND 011-/ER APPROPRIATf AG[NC/[S. 7. APPROVAL OF 1H[SE PWIS BY 1HE CITY [NG/N[ER DOES NOT AU1HORIZE ANY WORK OR GRADING TO 8£ PERFORM[D UNTIL 11-1£ PROPERTY OWN[R'S P[RMISSION HAS 8ffN OBTAIN[D AND A VAUD GRADING P[RMIT HAS BUN ISSU[D. 8. NO R£VISIONS WILL 8£ MAD[ TO 71-1£S£ PLANS WI1HOUT 11-1[ WRITTfN APPROVAL O/f 71-1£ CITY £NG/NEER, NOT£D W/11-1/N 11-1£ R£V/SION BLOCK, ON 71-1£ Al'PROPRIAT£ SH££T OF 11-1£ PWIS AND 11-1£ TIT!£ SHEU. 9. ORIGINAL DRAWINGS SHALL BECOME 1HE PROPERTY OF 1HE CITY UPON BDNG S/GNE:D £JY 1HE CITY £NG/NEER. 10. 7Hf ORIGINAL DRAWING SHALL 8£ REVIS[D TO R£Fl.£CT AS-BUILT CONDITIONS fJ'( 1HE £NG/NEER-OF-WORK PRIOR TO FINAL ACC[PTANCE OF 1HE WORK £JY 1HE CI/Y. 11. AGi;ESS FOR FIRE AND 011-/ER EMERGENCY \IE:HICL[S SHALL BE MAJNTA/N[D TO 1HE PROJECT SIT£ AT ALL T/MfS DURING CONSTRUCT/ON, 12. WHERE TRt:NCHfS ARE Wl1HIN CITY £AS£MENTS. A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEU. (B) LABORATORY WORK SHEflS AND (C) COMPACTION C(J~. SHALL BE SUBMITTfD £JY A PROFESSIONAL t:NG/Nf£R OF 11-1[ STAT£ OF CALIFORNIA. PRINCIPALLY DOING BUS/NE:SS IN 1HE FIELD OF APPLl[D SOILS MECHANICS. 11-1[ SOILS R[PORT WILL BE SUBMITTfD TO 11-/E CITY E:NG/Nf[R/NG INSP[CTOR W/11-1/N TWO WORKING DAYS OF 1HE COMPLETION OF FIF:LD TESTS. 1 J. A SOILS COMPACTION REPORT AND COMPLIANCE \IE:RIFICATION REGARDING Al)H[R[NC[ TO RECOMMENDATIONS OUTIJNE:D IN 1HE SOILS REPORT IS REQUIRED PRIO~ TO 1HE /SSLIANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDE:R THE DIRECTION OF A PROFESSIONAL E:NGIN[ER OF 1HE STAT£ OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN TH[ FIF:LD OF APPLIED SOILS MECHANICS. ALL FILL OR FUllJRE: FILL AR£AS SHALL BE CONSTRUCTfD IN ACCORDANCE WITH 11-/E CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS AND THE • £AR1HWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS IN\IE:ST/GATION. DAILY FIF:LD COMPACTION REPORTS WILL BE SUBMITTfD TO THE PROJECT INSPECTOR. 14-. A PREJ;<JNSTRUCVON MEE[ING S1:1',LL BE HEW AT 1HE SITE PRIOR TO THE BEGINNING Of WORK AND SHALL BE ATTENDE:O BY All REPR&NTATNES RESPQNSIBLE FOR CONSTRUCTION, INSPECTION, SUP£RY/S/ON, TESTING AND ALL OTHER ASPECTS Of D:IE WOR~ THE CONTRACTOR SHALL SCHEDULE 1HE ME:ETING i/iROUGH TH£ PERMIT CLE:RK 438-1161 ext 4J2J) AT L£AST FM (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPR0\1£D DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1HE GRADING PERMIT WILL BE PROVIDED £JY 11-1[ PROJECT INSPECTOR AT THE ME:ITING. 15. -"/1~"/s&~"!: ";:~~~;.i!i"";!.' 0 MEET R S -3891 PE! £ Ti 2: ON TH£ DAY 8£(QRE THE INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE 11-1[ NE:XT WORK DAY UNLESS YOU REQUEST 011-/ERWIS[. REQUE:STS MADE AFTfR 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER ANO/OR APPUCANT 1HROUGH 1HE D£\IE:LOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFEIY D£VIC[5. INCLUDING SHORING, AND SHALL BE SOLF:LY RESPONSIBLE: FOR CONFORMING TO ALL LOCAL. STATE AND FEDE:RAL SAFEIY AND HEALTH STANDARDS, LAWS AND RE:GULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE: SE:CTION 6705 £JY SUBM/IBNG A DETAIL PLAN TO THE CITY E:NG/NE:ER AND/OR CONCE:RNE:D AGE:NCY SHOWING (HE OE:SIGN OF SHORING, BRACING SLOPING OR OTHE:R PROVISIONS TO BE MADE OF WORKE:R PROT£CTION FROM 11-1[ HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRt:NCH OR TRt:NCHES OR DURING n-lE PIPE INSTALi.AT/ON J1-!E:RfJN. THIS PW/ MUST BE PRD'ARED FOR ALL TRENCHES FNE FEET (5? OR /,/ORI!; IN DD'TH AND APPRO\IE:D £JY TH£ CITY ENGINEER AND/OR CONCERN£D ljG[NCY PRIOR TO EXCAVATION. IF THE PIAN VARIE:S FROM THE SHORING SY51£M USH N ORDE A IS P PR£ £D £JY E £NG/ ~~¥'-~ £N A COPY OF 11-1£ OSHA EXCA. 'AT/ON PERMIT MUST TO THE: INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE C/IY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PE:RMIT WELL IN ADVANCE OF 11-1[ SCHE:DULING OF BLASTING OPERATIONS. 19. ,r ~ ™-~ R~lfrf~ AR~~;co~o w1D:ff/"L ~ WQRK ARfA oURN¢T u 7:s cs[ 1MMED/A r. ANo TH[ PERMITTfE WILL NOTIFY 1HE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT£[ HAS RECENED WRITTfN AU1HOR/TY FROM 1HE CITY £NG/NEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACE:NT 1HERETO, INCLUDING WARMING UP, RD'AIR, ARRfl/AL, DEPARllJRE OR OPERATION OF TRUCKS, £AR)1-IMOV/NG EQUIPMENT, CONSTRUCTION E:QUIPME:NT AND ANY OTHER ASSOCIATfD GRAPING EQUIPMENT SHALL 8£ UM/TfD TO 1HE PERIOD BfJWE:E:N 7:00 A.M. ANO SUNSIT f.ACH DAY. MONDAY THRU FRIDAY AND NO £ARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCT£D ON W££KENDS OR HOLIDAYS. (A UST OF CITY HOUOAYS IS AVAILABLE AT 11-1£ ENG/NE:ERING DD'ARThlfNT COUNTfR.) 21. i)Ll OFT Sil£ 1:1',UL ROUTES Sl:l',LL 8E SUBf,1/TTED BY 11/E CONTRACTOR TQ THE; Cl~ ENGINE£R [QR APPROVAL 1WO FULL WORKING DA'rS PRIOR TO BfGINN/NG OF J!'QEK. 22. 1/.IPORT MATERIAL SHALL BE OBTAINED FROM, ANO WAST£ MATfRIAL SHALL 8£ DEPOSITED AT, A SIT£ APPROVE:D £JY THE CITY £NGIN££R. THE: CONTRACTOR SHALL 8E ~NSIBlE FQR ANY DE:BRIS QR DAMAGE OCCURRING ALONG 77-IE HAUL RQUTES OR A WIT STRffiS AS A RESULT OF D:IE GRADING QP[RATION, 2J. BRUSH SHALL BE RE:M0\1£D ONLY Wl1HIN TH£ AREA TO BE GRADED. NO TREES ARE TO BE REM0\1£D UNLfSS SPE:CIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN TH£ PONDING OF WATfR IS NOT PERMITTfD. ALL £AR1HEN SWALES AND DITCHES SHALL HA\/£ A MINIMUM ONE PERCENT SLOP£. . 25. 7H£S£ PLANS ARE SUBJE:CT TO A S/GNE:D AND APPR0\1£D SIT OF EROSION CONTROL PW/S. EROSION CONTROL SHALL BE AS SHOWN AND AS APPR0\1£D £JY THE: CITY [NG/NE:ER OR AS 0/R[CTfD £JY THE PROJE:CT INSPE:CTOR. 26. ALL SLOPES SHALL BE TRIMME:D TO A FINISH GRADE: TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. TH£ SIT£ SHALL BE LEFT IN A N£AT AND OROCRL Y CONDITION. ALL STONE:S, ROOTS OR OTHER OfBR/S SHALL BE RE:MO\IE:D ANO 0/SPOSE:D OF AT A SIT£ APPR0\1£D OF £JY 11-1[ CITY t:NGINE:E:R. 27. ALL SLOPE:S SHALL BE IRRIGATED, STABILIZED, PWIT£D AND/OR HYDROSEEDED Wl1HIN TfN (10) DAYS OF 11-1[ TIME WHEN .fAQJ SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPR0\1£D GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHE:D ON ALL SLOPfS AND PADS AS REQUIRED £JY 11-1£ CITY OF CARLSBAD WIOSCAP£ MANUAL. 11-1[ LANDSCAPING PWIS FOR THI$ PROJE:CT, DRAWING NO. 420-6L. AND/OR AS DIRECTfD BY 11-1£ CITY E:NG/NE:ER OR PLANNING DIRECTOR. PRECISE GRADING WORK TO BE DONE I 29. THE OWNE:R/APPUCANT SHALL INSURE THAT ALL CON~TORS SHALL COORDINATE THE WORK OF THE:SE GRADING PLANS WITH THAT SHO ON BOTH 11-1£ WIDSCAPE AND IRRIGATION PWIS ANO THE IMPROVEMENT PLANS S REQUIRED FOR 11-1/S WORK IN ACCORDANCE wm-1 11-1[ WIDSCAPE MANUAL i~ME: R[QU/RE:MENTS. JO. STORM DRAIN PIPE SHALL BE RE:INFORC[D CONCRE:TE PIPE: WITH A MINIMUM 0-LOAO OF 1,350. FOR PRNATf STORM DRAIN PIPE:S, P TO 15" PVC MAY 8£ LA COSTA RIDGE NEIGHBORHOOD 2.5 THE PRE:CISE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REME:DIAL GRADING, DRAINAGE: FACIL/TIE:S, £ROS/ON CONTROL FACILITIES, PLANTING OF PERMANENT LANDSCAPING, AS-BUILT GEOLOGIC MAPS AND RE:PORTS, ALL AS SHOWN OR RE:QU/RE:D ON THIS SET OF PLANS AND THE CITY STANDARDS, SPE:CIFICAT/ONS, REQUIREME:NTS, RE:SOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE PRE:CISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUME:NTS, CURRE:NT AT THE TIME OF CONSTRUCTION, AS DIRE:CTED BY THE CITY ENGINEER. UTILIZED PROV/OED OE:PTH IS LE:SS THAN 15 FEIT AND BACKFILLED Wl1H J/4" ROCK PE:R SDRSD S-4 TYPE "C" AND PIPE: MEEfS ASThl STANDARD foJ4 FOR SDR 35 SOUD WALL PIPE. I J1. WHE:RE AN EXISTING PIPE: LINE: IS TO 8[ ABANDONED Js A RESULT OF THE GRADING OPE:RATION, IT SHALL BE REM0\1£0 WITHIN TY F££T OF BUILDING OR STREET AREAS ANO REPI.ACE:D W/11-1 PROPE:RL Y CO PACT£D SOILS. IN 011-/ER AR£AS 11-1[ PIPE WILL BE PLUGGED Wl1H CONCRE:TE O REMOVE:D AS APPRO\IE:D BY THE CITY E:NGINEE:R. 32. THE CONTRACTOR SHALL VE:RIFY 11-1[ LOCATION OF ALL E:XISTING FACIUT/fS (ABO\/£ GROUND AND UNDER GROUND) WITHIN 11-1[ P [CT SIT£ SUFFICIE:Nll.Y AH£AD OF GRADING TO PERMIT THE R£VISION OF THE RAD/NG PWIS IF IT IS FOUND THAT 11-1£ ACTUAL LOCATIONS ARE IN CONFll T WITH THE PROPOSED WORK. JJ. 1HE CONTRACTOR SHALL NOTIFY AFFECT£D UTIUTY CO ,'ANIE:S (SEE BF:LOW) AT L£AST 2 FULL WORKING DAYS PRIOR TO STARTINr; GRADING N£AR 1HEIR FACIUTIE:S AND SHALL COORDINATE 11-1[ WORK Wl1H A MPANY RE:PRE:SE:NTATNE. UNOE:RGROUND SfRV/CE ALERT (800)422-41 JJ SDG&E (760)480-7647 PACIFIC BE:LL (800)Bg2-0123 ADE:LPHIA COMMUNICATIONS (760)4-38-7741 COX COMMUNICATIONS (760)806-9BQg CITY OF CARLSBAD (STRE:E:TS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD (S£W£R, WATE:R & RECVJME:D W.)TE:R) (760)438-2722 LEUCADIA WASTEWATE:R DISTRICT (760)753-0155 VALLECITOS WATER DISTRICT (760)744-0460 J4. PE:RMIT COMPLIANCE RE:QUIRE:MENTS: A D G DIN -THE APPUCAN H/RfS A CML ENGINEER, SOILS E:NGINE:E:R, AND OR GEOLOGIST TO GNE TfCHNICAL ADVICE, OBSER\1£ ANO CONTROL THE WORK N PROGRfSS { 15. 16. 120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TQ FINAL l'-f PROVAL QF A GRADING PERMIT-1HE FOLLOWING Rf PORTS MUST BE SUBMITTfD TO 71-1£ CITY ENGINEER VIA 1HE PROJE:CT INSPE:CTOR {15.16.120 A.10/ 14LSBAD MUNICIPAL CODE: (1) FINAL RE:PORT BY SUPERVISING GRAD/NG ENGINE:E:R STATING ALL GRADING IS COMPLE:TE. ALL EROSION, CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN ,:;ONFORMANCE Wl1H CITY CODE AND THE APPROVE:D PLANS (0/3TAIN SAMPLE OF COMPLIANCE: LUTER FROM CITY £NGINf£R/NG Dtf'rTME:NT). (2) AS-BUILT GRADING PW/. I (J) REPORT FROM THE SOILS E:I/GINf£R, WHICH INCLUDE:S RECOMMENDED SOIL 8£ARING CAPAqTIES, A STATfME:NT AS TO 11-1[ E:XPANSNE QLIAUTY OF TH[ OIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. 1HE REPORT SHALL ALSO /NCLUD[ A STATfME:NT £JY 11-1£ OILS E:NG/NEE:R THAT 11-1£ GRADING WAS DONE IN ACCORDANC W/11-1 THE REQUIREMENTS AND RECOMMt:NDATIONS OUTIJNED IN 1H PRE:LIMINARY SOILS RE:PORT ANO ANY SUPPLEME:NTS THE:RITO. (4) REPORT W/11-1 AS-BUILT GEOLOGIC Pi, IF REQUIRED £JY 11-1[ CITY. J5. UNLESS A GRADING PERMIT FOR THIS PROJE:CT IS /$SUED WITHIN ONE: ( 1) WR AFTfR 71-1£ CITY £NG/NEER'$ APPROVAL, 1HES£1 PWIS MAY BE REQUIRED TO BE RESUBMITTfD FOR PLANCHECK. PLANCHECK FEE:S WILL 8£ REQU/RE:D FOR ANY SUCH RECHECK. I J6. THE SOILS RE:PORT TITLED UPDATE GE:OTECHNIC(-,L REPORT, VILLAGES OF LA COSTA -THE RIDGE, NEIGHBORHOOD 2.5 DATED FEBRUARY I, Z006 PREPARED BY GEOCON INCORPORATE:D SHALL BE CONSIDE:RED AS A PART OF THIS PRECISE GRADING PLAN. ALL GRADING I SHALL BE DONE IN ACCORDANCE WITH THE R[COMME:NDATIONS ANl SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. RESOLUTION NOTES COMPLIANCE: WITH APCD RULES 51 (THE "NU!Si',NCE" RULE), 52 (PART/GULA TE MATTER), AND 54 (DUST AND F/)ME:S) OF THE AIR QUALITY CHAPTER WOULD E:FFECTIVELY MITIGAfE DUST IMPACTS GENERATED DURING GRADING OPERATIONS. ~FOLLOWING MEASURES ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND RE:DUCE CONSTRUCT/ON RELATED TO AIR POLL TAN TS: 1. THE WATERING OF ALL SURFACES 8£/NG 'f',D£D AND HAUL ROUTES SHALL BE REQU/RE:D DURING DRY M:,1 THER CONDITIONS. 1-,,t~~JiP~igs~J~:spfJ.tiLA~E ttctJGffApifs~f~0:~'fr~ TO THE GRADING. I 3. ALL CONSTRUCTION-RELATED TRAFFIC SHA4L BE RESTRICTED TO ROUTES THAT AR£ DUST-CONTROLLE:D, RE:DUC{D SPEE:D LIMITS SHALL BE MAINTAINED FOR ALL HAUL AND CONSTRUrT/ON VEHICLES. 4. ALL CONSTRUCT/ON ACTIVITIE:S SHALL BE Llr/TED DURING PERIODS OF HIGH WINDS. I 5. ALL HEAVY-DUTY. DIE:SE:L POM:RE:D CONSTf_UCT/ON E:QUIPME:NT SHALL BE OPERA TED ACCORDING TO MANUFA<fTURE:RS SUGGESTED OPE:RA TING INSTRUCTION (WITH THE FUEL INJE(:TION TIMING RETARDED TO RECOMMENDED LEVEL OF NOX EMISSIONS. ?UT WHICH WOULD NOT RE:SUL T IN EXCESSIVE VISIBLE SMOKE EM/SS/ONI S) IN ORDER TO CONTROL POLLUTANT EMISSIONS. 6. CONSTRUCTION [QUIPME:NT SHALL BE SUBJfCT TO REGULARLY SCHE:DULED MAINTENANCE/TUNE-UPS, AND 8 TURNED OFF WHEN NOT BEING UTILIZED TO A VOID EXCESSIVE /DU G £MISSIONS. 7. THE: APPLICATION OF ARCHITECTURAL COA7/NG AND CUT-BACK ASPHALT SHALL ADHE:RE TO APCD RULES 67. AND 67.7, TO EFFECTIVELY CONTROL OTHER CONSTRUCTION RELATED EMISSIONS OF AIR POLLUTANTS. \ \ ...,I \ OWNER"S CERTIFICATE o\ 0 ~ ' VICINITY MAP NTS OF MARCOS II I, SI-WvE RODACKER A RE:GISTERE:D CNIL ENGINE:ER IN THE STATE: OF CALIFORNIA, PRINCIPALLY DOING BU/SINE:SS IN THE FIE:LD OF APPLIED SOIL ME:CI-Wv/CS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PRE:VALENT WITHIN THIS SITE: WAS Uo\OE BY ME: OR UNDE:R MY DIRECTION ON FEBRUARY I, 2006. TWO COMPLUF COPIE:S OF THE SOILS REPORTS COMPILED FROM THIS STUDY. WITH MY RE:COMME:NDATIONS, HAVE BEE:N SUBI.IITTE:D TO THE OFFICE OF THE CITY ENGINEER. FUTHERMORE, I HAVE RE:Vl£WE:D THE:SE PRE:CISE GRADING Pt»IS AND CE:RTIFY THAT THE: RECOMMENDATIONS INCLUDED IN TH6: SOILS RE:PORTS FOR THIS PROJECT HAVE BEEN INCORPORATE:D IN 1HE PRECISE GRADING Pt»IS AND SPECIFICATIONS. ~~Y-be SHANE RODACKER RCE 63291 "DECLARATION OF RESPONSIBLE CHARGE" I HERE:BY DE:CLARE: THAT I AM THE £NGIN££R OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH£ PROJECT AS DEFINED IN SE:CTION 6703 OF THE BUSINESS AND PROFE:SSIONS CODE, AND THAT THE DE:SIGN IS CONSISTENT WITH CURRE:NT STANDARD$. I UNDE:RSTAND THAT THE CHE:CK OF PROJE:CT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIE:VE ME, AS E:NGINE:E:R OF WORK, OF MY RESPONSIBILITIES FOR PROJE:CT DE:SIGN. DATE FIRM: HUNSAKER &: ASSOCIATES ADDRESS: 10179 HUENNEKENS AVE CITY. ST.: SAN DIEGO CA TELF,~E:J858) 558-4500 BY: _ ,Z ~·e-_~a:!:!c.~4,~•~---DATE: s-ft/o~ 'MONO L. MARTIN P.£ NO.: RCE 48570 EXP/RATION DATE: _,,6,,_/,.,,_30,,..(!c,08=-------- OWNERS / PERMITTEES KB HOME:S 12235 EL CAMINO REAL SUITE 100 SAN D/E:GO, CA, 921 JO (858) 703-2040 LEGAL DESCRIPTION I.A COSTA RIDGE NEIGHBORHOODS 2.5 BE/NJ A SWDIVISION OF LOTS 224, 225, 236, AMJ A PORTION CF LOT 220, OF CI TY OF CARLSBAD TRACT CT !i9-04-02, VILLAGES OF LA COSTA -LA COSTA RIDGE, IN THE Cl TY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ CF CALIFORNIA, ACCORDING TO MAP TIERECF NO. 14838, FILED IN THE OFF"ICE CF Tl£ COUNTY RECORDER ON ..M..Y 14, 2004. 8. THE ENGINEE:RING DEPARIMENT SHALL MO TOR FOR COMPLIANCE DURING ALL GRADING OPE:RA TIONS OF TH£ p IOJECT. "'P""R""O""J"'E-,,,!CT!::-:L""o-=c..,..,AT=I"'O-:-:N,----------r=~s""IS~O~F~B""E:-,A~R~IN:':".G='='"-----, THIS PRO.JE¢T IS lOOIJID WITHIN ASSESSORS PARCEJ. NUM/JER(S) THE BASIS OF BEARINGS FOR THIS SURVEY IS HUNSAKER & ASSOCIATES SAN OlfCO, INC 22J-720-/J4. 22J-720-05. 22J-720-07. AND 22J-720-11 1HE CALIFORNIA COORDINATE: SYSTE:M -1983, I ZONE Ill, 1991.35 £POCH, NORTH AMERICAN THE CALJFO,N/A COORDINATE: /NOOI OF THIS PROJECT IS DATUM OF 1983 (NAD83), GRID BEARINGS BE:TWE:E:N STATION VWD-3075 AND STATION l-.:!.N==::j,==!!f9;:!78::::===::....:£...:=::::6::;2:;68:::::=:._jVWD-J085 AS SAID COORDINATE:$ ARE IMPORTANT NOTICE PUBLISHE:D IN THE CITY OF CARLSBAD SURVEY CONTROL NITNORK E:STABLISHED BY RE:CORD OF SURVEY MAP NO. 17271, FILE:D IN THE: OFFICE OF THE SAN DIEGO COUNTY RE:COROE:R ON FE:BRUARY 8, 2002. 1£: N 04"55'38" W · ENGINEER OF WORK REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS 397-J, 397-.JA. CITY OF CARLSBAD DRAWINGS 420-6, 420-6A. LEGEND OF ABBREVIATIONS TC TOP OF CURB TG TOP OF GRADE GB GRADE BREAK BC BEGIN CURVE E:C END CURVE HP HIGH POINT LP LOW POINT FL FLOW LINE FG FINISHE:O GRAD£ IE INVERT E:LE:VATION ST STREU RT RIGHT LT LE:FT FS FINISHE:D SURFACE NTS NOT TO SCALE 1W TOP OF WALL TF TOP OF FOOTING OF DE:EPE:NED FOOTING GFF GARAGE FINISHED FLOOR EARTHWORK QUANTITIES* CUT: FILL: EXPORT: IMPORT: REMEDIAL: 3300 -CY 0 -CY 3300 -CY 0 -CY 0 -CY * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE: NOT TO BE USE:D FOR BIDDING, BUDGUS OR OTHER PURPOSES. SHEET INDEX SHEET I SHE:ET 2 SHEET .3-14 Tl TL£ NOTES KEY MAP, NOTES a DETAILS PRECISE: GRADING PLAN CARLSBAD MUNICIPAL CODE:. CITY OF CARLSBAD STANDARDS. THIS SET OF PLANS. 1. 2. 3. 4. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NO. 5739, 5740, 5010 &: 6050. DA TED APRIL 5TH, 2006. THE STANDARD~ SPE:CIFICA1TIONS . FOR PUBLIC WORKS CONSTRUCT/ON I GREEN BOOK • SOILS REPORT AND RE:COMMENDATIONS BY GEOCON DATED FEBRUARY I, 2006 TH£ SAN DIE:GO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 5. 6. 7. 8. 9. FINAL PROGRAM EIR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM. SWPPP WDID 9 J7CJJ2432 10. PUD PLANNING COMMISION RESOLUTION DATED _______ _ 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORMWATE:R BE:ST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND DESCRIPTION DROPPE:D GARAGE:S BACKWATER VALVE/SPLIT S\'STEM RE:QU/RED PAD ELE:VATION FINISHED FLOOR ELE:VATION GARAGE FLOOR ELE:VATION BACK OF GARAGE FLOOR DEEPE:NED FOOTINGS WATER LATERAL* SEWER LA TE:RAL * LOT NUMBER PLAN NUMBER (R-RE:VERSE) COLOR SCHEME SYMBOL * llm PAD=137.60 FF=1JB.J5 GFF=1J7.B BGF=138.1 (J) @ ® CJD TAR (E.C9) RUAINING WALL (PER ROUGHGRADING PLAN 420-6A) RUAINING WALL (PE:R THIS PLAN) SDRSD C-4 STREET NAME SIGN* FIRE HYDRANT' STREET LIGHT* WATER MAIN* SEWER MAIN* STORM DRAIN* EASEME:NT J" PVC AREA DRAIN J" ATRIUM GRATE SIDEWALK UNDERDRAIN (SDRSD D-27) CLEAN-OUT NOS SPEE-D DRAIN (OR £QUAL) • IMPROVEMENTS PER DWG 420-5B PMNN!!!_fh DEPARTMENT APPROVAL ~ / /£,t,t DATE:"if j2/ ja;, (SIGNED) Do~':,~Mn; PLANNING DIRECTOR _ --1-~--~~---DATE: 8/t.1/ Ofo (SIGNED) RECOMILKNDED BY: Cor~ xfa~r,.11< 181 e "AS BUILT" '~,'#).~ RCE '/:84:> ?Q EXP. 4>/.3o/4',J. REVIEWED BY: --T,,:;;:,;;. INSPECTOR I QUANTllY 11,880 LF 528 EA 90 EA 43 EA DATE l----l----+-------------+----t----t---t---1 w cirvENG~rRINf !~h~~Ao ~--+---+-----------------t---1---t---1----1 PRE:C/S£ GRADING Pl.AN FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 APPROVED CO AO C. HAMMANN ~--+---+----------------t---1---t---1----1.J.?c.~,~-O~,~•/~~~c>--s~~,~,~J~J~o~~6~~~·~6t~~•~U)&~~&Ai/!..! CITY ENGINEER RCE JJD69 EX 06 JO 08 DATE PLANNING ENGINEERING SURVEYING 10V9 Huennekens Street SE:CTION I 4216/ 4217 OF THE GOVERNMENT COOE RE:QUIRE:$ A DIGALE:RT IDE:NTIFICATION NUMBE:R BE ISSUED ?£FORE A PE:RMIT TO EXCAVATE: WILL BE VALID. F()R YOUR DIGALE:RT I.D. NUMBE:R CALL UNDERG10UND SE:RVICE ALERT AT: TOLL 1 FR££ 1-800-422-41 JJ TWO WO!fKING DA\'S BEFORE YOU DIG RE:FE:RENCED BEARINGS FROM OTHER DOCUMENTS/DEE:DS Uo\Y OR W,.Y NOT BE IN TE:RMS OF SAID SYSTE:1.1. THE: COMBINED SCALE FACTOR AT STATION VWD-3085 IS ..,,._/ ~~ ~. It /,,-/4~.6~_ f-'"-'.-1-!ll::-+"c'f?c-e..cL e.LJ<L~A=~~-&J=IL~T--------;-=---,.=~~-,;;;;:;:;;;, ~ ----'Pi -DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ~~..--~ GHKD BY: ~~~ RVWO BY: ~~~ PROJECT NO. DRAWING NO. San Diego, Ca 92121 PH(856)551J,4500· FX(658)558·1414 o,g99939410. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. Rf ONO L. MARTIN DATE REVISION DESCRIPTION R.C.E. NO, 46670 EXP. 6/30/08 ENGINEER Of WOR OTHER APPROVAL CITY APPROVAL R,\0458\~Eng\Precise Groding\0458PG0Ldwg[ OJJul-26-2006,08,43 PUD 04-03A 420-68 W.O NO 0490-78 urAi • 090606 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHUCK ISBELL AT (760) 427-1947. 2. EQUIPMENT AND WORKF:RS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER/NG INSPECTOR. PROJECT BOUNDARY 4. THE CONTRACTOR SHALL RESTORE ALL F:ROSION CONTROL DEVICF:S TO WORKING OROER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BF: REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLfTED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 20 PHASE 10 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 2 '----"' AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 7. GRADING PLAN SHALL BE INCORPORATED HEREON. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 8. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL REMOVA0LE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 9. THE END OF EACH WORKING DAY WHF:N THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRA~L BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM 10. AGGREGRATE. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 1 I. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION. STATE OF CALIFORNIA. TEMPOAARY EROSION CONTROL PLANTINGAND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEOING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO 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: 26 14 a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO 59 HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HY()ROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA d. 4 lbs. PER ACRE OF ACHILLEA MlllEFOllA e. J lbs. PER ACRE OF AlYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. (fEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. OF THE CONTRACTOR. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTIWTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 113-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 13: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT Will NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYQROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEF:OING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. HUNSAKER & ASSOCIATES SAN DIECO. INC. PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558·4500· FX(85B)SS~1414 SIGHT DISTANCE TRIANGLE (2.5' MAX. HEIGHT OF ANY OBJECTS, VEGETATION, SLOPE &: AS MEASURED FROM ROAD SURFACE) PCR TYPICAL CORNER LOT SIGHT DISTANCE SETBACK NTS 66 KEY MAP SCALE: 1 "=200' -----PHASE BOUNDARY PROJECT BOUNDARY -----LOT LINES 70 LOT NO. 2" MIN 4• MAX 12• MIN' FIBER ROLL N.T.S. , 4• TRANSIT70N FIBER ROLL a• MIN WOOD STAKE J/4"xJ/4" MAX 4' SPACING PL 2 1 1' MIN. • 4' TYPICAL UNLESS OIHERWISE NOTED VARIES 5' MIN J' MIN* 6" MIN. DEEPENED FOOTING WHEN REQ'O (SEE DETAIL BaDW) SECTION A-A N.T.S. 1( SET BACKS ---t PER PLAN A PL I I I~ 1 :M A - • • I = I~ ~ =\ B 6" DROP MIN. C 1( NOTE: WALKWAYS ARE FOR REFERENCE ONLY AND NOT TO BE CONSTRUCTED PER THIS PRECISE GRADING PLAN SET BACKS ,__.,_PER PLAN C NO MOUNDING IN !HIS AREA (TOP OF SLOPE 0.5' MIN ABO\.£ SWALE & NOT TO EXCEED FINISH PAO ELEV.) MODELS -SHEET J PHASE 1 -SHEET 4 PHASE 2 -SHEET 5 PHASE J -SHEET 6 PHASE 4 -SHEET 7 PHASE 5 -SHEET 8 PHASE 13 -SHEET 9 PHASE 7 -SHEET 10 PHASE 8 -SHEET 11 PHASE 9 -SHEET 12 2•-J" ABOVE STRAIGHT GRADE: --• • • --+---s1D£WALJ( UNDERORAIN P£R SDRSD =================~=D-27 (TYP): --,- TYPICAL LOT EROSION CONTROL DETAIL PHASE 10 -SHEET 1 J BUILD OUT -SHEET 14 OR/1£WAY APPROACH _ STRAIGHT GRADE FROM BACK OF ------DRIVEWAY APPROACH TO Go\RAGE SLAB. 200 0 200 400 ---- SCALE 1"=200' 800 DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDING 10% SLOPE GENERAL NOTES I. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTlf1CAT70N. 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. J. FRONT, REAR ANO SIDE YARD DIMENSIONS SHOWN±. ARE APPROXIMATE. 4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION. 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. 6. SEE ENGINEER'S PLANS FOR LOCATION OF UTIUT7ES. 7. NO DRIVE:WAl'S SHALL EXCEED 10:f GRADE WITHOUT A 4' TRANSlnON AT G4R-<\GE AND RIGHT OF WAY. (SEE DETAIL RIGHT) 8. PROVIDE GRADING DEPARTMENT Cl.£ARANCE BEFORE FOUNDATION INSPECTION. 9. ALL FILL TO BE APPROVED COMPACTED FILL 10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD. 1 I. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACIUTIES. 12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45" TD THE HORIZONTAL, EXTENDING DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT INTERSECT ANY PART OF AN EXCAVATION FOR UTIUT7ES, DRAINAGE, ETC. I J. FRONT WALK FOR REFERENCE ONLY. 14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-1-M. 15. G4R-<\GE FLOOR aEVATION IS AT DOOR (1:f FALL FROM REAR) AND EQUALS GROUND ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN. 16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT PLANS SHALL BE VERIFIEO. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND CONTRACTOR FOR RESOLUT70N. I 7. WALLS ANO FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS. 18. ALL PY'C DRAIN LINES SHALL BE J" SOLID WALL (UNLESS OTHERWISE NOTED), SCHEDULE 80, O. 75:f MIN SLOPE. 19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BASIN OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL BE BROOKS D12424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE OR EQUAL 20. ALL LOT DRAINAGE, SWALES ARE TO BE A MINIMUM OF 1.0 :f SLOPE. 21. ELEVAT70NS ON THIS PLAN SHOWN AS •51.00· ARE TRUNCATED IN THE ONE HUNDREDS PLACE BY 400.00 AS APPUCABLE. IE. 51.00 = 451.00 22. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS: FRONT YARDS = 15 FEET REAR YARDS = 15 FEET SIDE YARDS = . 5 FEET N.T.S. 48' • PLAN 1 SEE NOTE 1 47.5' SEE NOTE 2 PLAN 3 SEE NOTE I NOTE: I) THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER OR STEEPER SIDE OF THE DRIVEWAY, SHALL BE 12:f. SLOPES EXCEEDING 12:f SHALL REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER. 2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 10:f, INCORPORATE TRANSITIONS AS SHOWN LEFT. THIS "ROLL• IN THE DRIVEWAY IS INTENDED TO HELP AV0/0 BOTTOMING BY LONGER VEHICLES ANO TO MAKE !HE DRIVEWAY MORE PLEASING VISUALLY. 47.5' PLAN 2 ~ SEE NOTE 1 IO D ! PLAN 4 N.T.S. 5' MIN L J' MIN* 1' MIN PAD aEV. 2 ~;:2=2~%~Mliff·::::::==:/:;::J 1 ~ 2:1 ELEV. MUST BE EQUAL TO BLDG. PAO aEV. OR HIGHER DEEPENED FOOTING WHEN REQ'O • 5' TYPICAL UNLESS OIHERWISE NOTED J' MINIMUM (SEE DETAIL BELOW) 4' SECTION B-B BLDG PLAN VIEW =--: 1% MAX .6' D.F. SECTION D-0 N.T.S. SECTION C-C N.T.S. EXISTING BERM TO REMAIN ANO CONTRACTOR SHALL MODIFY FENCE HEIGHT ANO LOCATION AS NECESSARY TO COMPLY WITH CITY REQUIREMENTS D ! H IN FEET L IN FEET 0-5 - 5•-20· 2.5' 20'-40' ti' OVER 40' 10' SLOPE ROUNDING DETAIL (DOES NOT APPLY TO SIDE SLOPES BETWEEN R£SIDENTIAL UNITS) NOTE; DEEPENED FOOTING DEPTH ON THIS DETAIL IS DIAGRAM MA TIC; SEE PLAN FOR ACTUAL DEPTHS L,a· & 12· MINIMUM FOOTING DEPTH (PER SOILS ENGINEER) 23. THE SOILS REPORT TlllEO UPDATED GEOTECHNICAL REPORT AND FOUNDATION DESIGN RECOMMENDATIONS, VILLAGES OF LA COSTA -THE RIDGE, NEIGHBORHOOD 2.5 DATED FU>~l<-"< 1 , 200'., PREPARED BY GEOCON INCORPORATED SHALL BE CONSIDERED AS A PART OF THIS PRECISE GRADING Pl.AN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH IHE RECOMMENDATIONS ANO SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. TYPICAL DEEP FOOTING DETAIL 24. FOR ROUGH GRADING PLANS ANO SPECIFICATONS SEE CITY OF CARLSBAD OWG. NO. 420 -6A. 25. STREET, CURB, &-PAO ELEVATIONS ARE PER EXIST. PLANS &-SHOULD BE VERIFIED IN FlaO. IF ACTW\L EL£VATIONS VARY FROM THOSE SHOWN, NOT7FY THE ENGINEER OF WO THE RI< AT (858) 558-4500. 26. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED 11/18/2005. 27. DRIVEWAY PAVING MATERIAL TO BE 4• P.C.C. MIN. 28. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY 29. SEWER f. CLEAN-OUTS ARE PER CITY OF CARLSBAD DISTRICT. JO. AN APPROVED BACKWAllR VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH aEVA TION SHALL DISCHARGE THROUGH THE BACKWA 1lR VAL VE:. JI. ALL WALL DRAINS TO BE CONNECTED TO AREA DRAIN SYSTEM. FIRE CODE. v'il-orEss,0,t. ~ 0 O L. ~•< ~ ~ ~ t; 'If ... ~ -ct: % :z ~ NO. 4857¾ f;: "; XP. 6/30/ ;' J';,, ~Cl 1\\ /. '"° ~ -f~ 0, ~ALII~ ~-ENGINEER OF WORK )l,<A.✓~"&aL RA ND L. MARTIN R.C.E. NO. 48570 EXP. 5/30/08 N.T.S. NOTE 1: INSTALL WE:E:P HOLE:S AT COURTYARO WALLS. "AS BUILT" NOTE 2: FINISHEO SURFACE B£l.OW DOOR CAN BE NO LOWE:R Tl/AN 1 • OR AS OUTLINED IN CBC SECTION 1003.J. 1.6. RC~70 _p/lA ,.(; TYPICAL ARCHITECTURAL FOOTPRINTS g/4/r, NOT TO SCALE ,:,, I 30,!/:,. DATE EXP. REVIEWED BY: -;-::;~ 8/1'1//1 /'/ • INSPECTOR DATE w I SH2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT 4 PRECISE GRADING PLAN FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 KEY MAP, NOTES & DETAILS APPR~ SJfiRAD C. HAMMANN a,/4,~ &, . ,: CITY ENGINEER RCE JJ069 EXP 06/ J0/08 DATE P/W6' .. ~11 /fl,¥/ I/\ R/J-P.ti/1.-T OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: p.. $l'" PUD 04-03A 420-68 DATE REVISION DESCRIPTION RVWD BY: 01!:A. ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL R:\0458\&Eng\Pre6se Grading\0458PG02.dwg[ 0]Jul-20-2006: 16:31 W.O NO 0490-78 ~rw . 090606 II II 20 fIUNSAKER & ASSOCIATES SAN DIEGO. INC. Pl.ANNING 10179 Huemekens Street ENQNEERIN~ San Diego. C.a 92121 SURVEYING PH(858)5S8·4S00· FX(858)558-1414 0 20 40 SCALE 1•~ 20' 60 Lor B PHASElO SEE SHEET 113 r 1~(E ,., . ",i,i'_ : 7.4' CD 17.6 TG I I 1. IEif· I I 17;,8 Pl.AN 2A ~-" 4 . I 4 ·-1 PAD=418.20 15 . I I FF=418.88 5·1' 7 I 17.6 TG rr;,-\4 1~ ~ 179 l_jh_..PGf= 18.0 TG .•4 r •5 15.5 IE 17.8 HP 18.0 TG 15. IE 7.6 TG 6.2 IE CF. ,=418. -c' 11.6 re 15.2 I OPEN SPACE Lor B7 n I .o ' s ----·---. -._ -. ~ L-. _ · · ·· f:::'l~b f.1. 2.0JC i -~-~-i SITIO ~~t::' :.:;::::f ::::::---.... ToRruc,,i - I;; " ":l I \~ I I I I ,---I I 1!@ <o o; .,. - MODELS, LOTS 2-5 26.J7' " I .,. c:, I _, .. c:,· I "' I ~ 1 ---I '\ I 7.4• Cb 4' PLAN lA)(R • 14. Hp PAD==474 8 ©48 rs 14. p / ,v\\.oFEss,0.+: ~ O~<J L , Ai./< "' '¥ ,.. ~~ ~-i "I... ---01: 'Z 'Z ~ NO. 4867~ ~ ". XP. 6/30/ ;' ~ .r1v1• 'I;,.~,., ~ ~OF CA~\I ENGINEER OF WORK ~-{~ ~-~Q~ , . ~~ONO L. MARTIN DATE R.C.E. NO. 46670 EXP. 6/30/06 s., ._ J' /1 \. l \ __ I( r?-11 DATE Lor 1 BUILDOUT SEESHEET14 RL M I/\ AS-Bt11LT INITIAL ENGINEER OF WOR REVISION "AS BUILT" '"'~::: :~:Si R/4/4 DATE REVIEWED BY: ,£;:::.,. ll(!"l/11 INSPECTOR d -D~E I SH3ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 4 PRECISE GRADING Pl.AN FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 MODELS LOTS 2-5 APPR01f D fO'jfAD C. HAMMANN g/4!4b o.y, CITY ENGINEER RCE 33069 EX0 06/30/08 DATE DWN BY, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY, R_!\:f DESCRIPTION 0(£~ PUD 04-03A 420-68 OTHER APPROVAL CITY APPROVAL RVWD BY, R•\0458\&Eng\Precise Groding\0458PG03.dwg[ 0JAug-02-200616,03 W.O NO 0490-78 RTPJ · 090606 II II HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING 10179 Huennekens Street ENGINEERll'-!C San Diego, Ca 9l121 SURVEYING PH(858)558-4500· FX(858)S58-1414 20 SCALE I'= 20' 40 \ \ 60 \ coRINTIA STREET '--.._ :. -I 7."9 • <. - I -----. <;) ' --02 r-l I 4 I. 11 SITIO CABALLERO I PHASE 1, LOTS 27-32 t~oFESSto,.,. ~ O~'J L, A;~< ~ ~ ~ ~ " :l.;' _,Jr. 0 "' '(' ---ct: -z.~ l;I NO. 4667~ /:I If;, XP. 6/30/ :' ~~ ·•v1• dt,'~ ~ 0,-CA\.\i ENGINEER OF WORK ~~{~~~~~ [?-// 11:'llll /J\ AS-Stlll-T DATE INITIAL R.C.E. NO. 48870 EXP. 6/30/08 ENGINEER OF WORI REVISION ------------- DATE INITIAL DESCRIPTION OTHER APPROVAL DATE PHASE2 SEE SHEETS "AS BUILT" ~~~'" REVIEWED BY: ~ ---/µ~ INSPECTOR ✓ P/4/t, DATE 4(!1/11 DATE I SH4ET I CITY OF CARLSBAD uTI 4 ENGINEERING DEPARTMENT PRECISE GRADING PLAN FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 PHASE 1 LOTS 27-32 APPROXED C~AO C. HAMMANN ,.. , ap_tfab CITY ENGINEER RCE 33069 [XP 06/30/08 DAT[ OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: !1.S.:S:: PUD 04-03A CITY APPROVAL RVWD BY: '0612. 420-68 R•\0458\~Eng\Precise Grociing\0458PG04 ciwg[ OJAug-02-2006•16•03 W.O NO 0490-78 R.11'1 • 090606 I 'I Lor 87 , Lor 8B HUNSAKER & ASSOCIATES S!N DIEGO, INC Pl.ANNING 10179 Huennekem Street ENQNEERING San Diego, Ca 92121 SURVEYING PH(8S8)558·4S00· fX(858)SSll-1414 Lor 87 \ \ \ \ \ ti \ \ o. - 2.0% I) ~ ~ i':; ,, <::, 4 6 . I I I I I I I \ '\ 1 . BGF= -;441.6 41.0 TG I 41.1 TG 9.J IE 21 ~ -- 26,37' 5.14' 'S - 40.4 TG 3 .0 IE ""Jir.l IE s 39.45' "' " ,; a - -1v I Ir· I I l I . I I I I \ I I \ I ........................ 10.40' I 1.90' 3' PLAN 4A 35_6 rcPAD=436.10 . I FF=436.78 ' . CID 6' 35.6 TG ll1ll 32.0 IE 35.8 15.4' 35.6 TG H 31.6 I 35.8 HP GFF=435.1 2 ~1 . -. cci -" crj -................ . .......... ~ S!=l= ~"·1-····_····_··;....;· ·1,._ ~ ~ ., a iS; ~ ------ "' 1-------------- 4 Ti 46.0 I <: 49.7 ~ HP 497 49.5 47.0 I ~ PLAN 4CR PAD=4so.oo FF-450.68 (@ 9. ~~ 7 H. . ;;; .7 H. . -- 81 95' -20.3' .. 15.2' I I - \ -18.2'; ,. 38.9 TG .0 IE 38.8 TG 3 .0 IE • '·eGF= 439.4 CID 72.53' ····--.. .... ~·-·· 38.7 H 6.7' .... ~ "' a <o --···------:i:<1---····- . -______.., ...... -... fc:T, --·· . -··· Lor 27 PHASE 1 SEESHEET4 PHASE 2, LOTS 14-18, 25 & 26 '9,0fESSto,1.1: ~ L ~ ~ ;_,\O ·l.i-1 < .. ,.. ~'.l.;. t "1 "Ill(" ,,,. ~ -Q:: -z. -z. 3 NO. 4867~);: "; XP. 6/30/ ;" ~-.. I,~~ ~~ d't l' OF CA\.\( ENGINEER OF WORK - Lor ta BUILDOUT SEESHEET14 20 40 60 SCALE 1'=20' "AS BUILT" ~~ .P/1,/t, ' -~c~~g~;;;EXP. u/30#J. DATE REVIEWED BY: -£.r:.--. _!/!_1/11 INSPECTOR /} DATE I SHSET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 4 PRECISE GRADING PU\N FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 PHASE 2 LOTS 14-18, 25 & 26 APPROV13..5NR~ C. HAMMANN ~I) 81: ,;( ~8 '· c, CITY ENGINEER RCE 33069 Exe. 06Z30t08 DATE ~-Z"~d; ~6 8-/1 HLM I/\ .dS-/311'/t, T OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: rt~-s PUD 04-03A 420-68 DESCRIPTION J)eP-,. RA~~: L. MARTIN DATE REVISION OTHER APPROVAL CITY APPROVAL RVWD BY: R.C .• NO. 48670 EXP. 6/30/08 ENGINEER or WOR R>\0458\~Eng\Precise Grocllng\0458PG05.clwg[ 0JAug-02-2006,!6,02 W.O NO 0490-78 QT>r.J • I \ 090606 II I_ I I \ \ "' LOT 88 20 0 20 40 60 SCALE I'= 20' HUNSAKER & ASSOCIATES SAr-1 DIEGO, INC PlANNING 10179 Hue1V1ekens Street ENGINEERJNC ¥11 Diego, Ca 92121 SURVEYING PH(858)558·4500· FX(858)55~ 1414 I I I I I I I -~ \ \ \ @ J' 91.9 TC 9 .8 IE QI:> 91.9 TC 9 .0 IE 5• PLAN !CR PAD=492.50 7' FF-493.18 @jj) 92.J I I 'J 90.8 TC J' PL.A JAR~~':-----11-J r-+~·g_PAD= 91.20 I I I I I H. FF=4 1.88 T, ~.,,,_. I 90. TC '-'--.::L , 8 .4 IE 'vi-~~ 8CF=49 _5 CFF=49/.2 ~1 ~ ----..._;::--=--=---=--"" ----· J.. -----·--·--. f _______ .. - . -"' :;J - I I I I I J I I I I I I 4' I I I I I I 73.2' 86.9 C 88.J IE 87. HP ,....--;,;;--., 86. TC ~ 8 .I IE Pl.AN IA PAD=487.5u-s,8'fi1.~2 ~ FF-488. 18 HP7'- (JI) TG E llID 6.8 G 85.7 I 86.3 TG 4.9111~-1r-:" ----0 °' oo' 5. \ LOT 87 , -19.6' I I <o 0, " -- I -, I I I I I I I I I 79 J8. 1~6" 3/EP -BGF= 480.2 79.8 H. 7 .6 TG L_l;~~ 77.6 IE .4 IE 74.9 IE ------·-· I I I I J--"')7J,,_.277~'/Gr,==;=a-<;1;;=~ 7 .4 IE , . I [4g • . . '. __ J 17.8'1 ~ 73.2 TG ~ 59.8 IE I I I .... i I I -3• PLAN 2A 1'-~7"'3.-·5'-PAD=47J.80 HP FF=474.48 73.3 TG 1--..:.1.::,2 4 I 2~6" CK) 7~.6 llID 73.5 TG • TEPS 68. 3 IE BCF= 473.5 ~i.6 ff 73.5 HP 73.3 TC 71. 7 I = 73 * / 1'· I \\ ~ /..-r -~ 313'.1]_ -· --.• . . -··-·-· --• I ----· ---r-- ~ I s· I . I 170.1 TW ) 6.8 .f:_ / ~6 7.4 TG 64.2 I . 5<~tFL=---,, I 467.3 67.3 p 6 58. 4 67.0 TG 64.4 IE @ '> o,-' \ ,. 1 ' za \ --_ T--~t1---i·---r-,,,.----= LDT 88 PHASE3,L OTS 19-24 -e~aHss,0~ ~0 0L,¥_,,",f<~ ~~ ~i c.,"f ---~ z -z ~ NO. 4867&e: l;: 'I, XP. 6/30/. ., :' u:,. / .. ~l'e Vl1 ~' 0,-C-'\. \ f ENGINEER Of" WORK 2 -./_.Y(A_~ ~~ 8-11 RtM lj\ "'£ • f.3tl /l T RA'(fioND L. MARTIN DATE INITIAL DATE INITIAL DATE REVISION DESCRIPTION R.C.E. NO. 48670 EXP. 6/30/08 ENGINEER OF WOR OTHER APPROVAL LOT 87 "AS BUILT" 2 "<""4eL i"/4h1 RCE?,f 8 C, 7CJ EXP. <'.9 {.30L/~ DATE REVIEWED BY: ----..,..,. ~/..!.!__ /,_, f-~~ INSPECTOR -DATE I SH6ET I urJ CITY OF CARLSBAD ENGINEERING DEPARTMENT 4 PR[CIS[ GRADING PLAN FOR: LA COSTA RIDGE NEIGHBORI-IOOD 2.5 PHASE 3 LOTS 19-24 APPRO~ co~ C. HAMMANN sAv'~ .,.,, '.....,I' CITY ENGINEER RCE 33069 EXe..,06/30/08 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: 3 !,'f 1)i;;:-,Q. PUD 04-03A 420-68 CITY APPROVAL RVWD BY: R,\0458\&Eng \Precise Groding \0458PG06.ciwg[ 0JAug-02-2D06,t6,02 W.O NO 0490-78 RTM • I 090606 I I II 20 0 20 40 60 SCALE 1'=20' HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANN!NG 10179 Huemekens Street ENGINEERING San Diego. Ca 92121 SURVEYING PH(BSB)SS8·4S00• FX(BSB)SS0-1414 Lor 88 PHASES SEESHEET8 Lor 47 PHASES SEESHEET8 " - ·- _/ -1 -" C. " " " '-I 63.39' I Lor 58 Lor 71 --1 --I -co I "' g?.36' -• ,, ,r I .,,o>-1 . Lor 51 Lor 52 ,'-ofESS/o.-1(. iS• 0 0 L • ,t;-f -,< "' :.f ~ ~ ,; "' "1 "If - --Q:: -z. -z. ~ NO. 4867~ ~ ~ XP. 6/50/ :' ~ /), T it -f VI' '<If; /'t 0, CAllf PHASE 4, LOTS 33-35, 48-50 ENGINEER OF WORK 'Y. .. , -~ ~ RA" ND L. MARTIN R •• E. NO. 4B870 EXP. 6/30/08 i'/~01' 18-11 Rt,11 ,i\ A,., -/.3 tlltt T DATE INITIAL • DATE ENGINEER or WORi REVISION "AS BUILT" J2 ,, "Y,:;Ja.£ ~;;.(_ v'.'. DATE RCE ¢8(,, 70 EXP. (12_/30(/;J... REVIEWED BY: ~~-~ ~119111 A INSPECTOR DAE I SH~/T I CITY OF CARLSBAD LITJ ENGINEERING DEPARTMENT 4 PRECISE GRADING PLAN FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 PHASE 4 LOTS 33-35. 48-50 APPROlf..jOlf!O C. HAMMANN ~~ !J: CITY ENGINEER RCE 33069 EXP 06/30/08 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: B~J' DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 9 !f./l.... PUD 04-03A 420-68 R, \ 0 4 58\~ Eng \Precise Gr o ciing \ 0 4 58PGO 7 .ciwg [ 0 l Aug-02-2006, 16 ,02 W.O NO 0490-78 AT1\1 • 090606 I 1. . PIANNINC ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huennekens Street San Diego, Ca 92121 PH(8S8)558·4500· FX(858)55~ 1414 20 20 SCALE I': 20' 40 60 LDT 71 PHASE6 SEE SI-IEET 9 LOT 44 PI-JASE 6 SEESHEET9 LDT 57 •· <, . ' I,,, LOT 71 ,.,, _, --,.,, ,.,, -,.,, C) C) "' " -" 6<,5 TG , 61.0 IE LOT 513 LOT 55 PHASE 5, LOTS 36-38, 45-47 I I I I 'o> I -~ :..9.y.~ I . LOT 35 PHASE4 SEESHEET7 LDT 48 PHASE4 SEESHEET7 --)( ' I -·~ --. 68,5 ' ENGINEER Of' WORK L----" "AS BUILT" LOT 54 -~,{L,/2 ef/4/iL- RCE '¥-86 70 EXP. (i:, /30//;i_ DATE REVIEWED BY: 1----+--+-----------+---_________, _ _J____j____J I SH8ET I CITY OF CAR LS BAD ~4 ENGINEERING DEPARTMENT l____!:!_j t---+--------t----------------1-----1-----1----l---1 ~P::::R::;E:;C/::;S:;E~G;;;R~:',::::D=.:IN::::G~PlA==:N~FO~R~:=======-==~ LA COSTA RIDGE NEIGHBORHOOD 2.5 PHASE 5 LOTS 36-38, 45-47 R,\04 58\~Eng\Precise Grociing \0458PG08.ciwg[ 0JAug-02-2006•16•02 W.O NO 0490-78 R1M • 090606 II Lor 72 20 40 60 SCALE I'= 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC PV..NNING 10179 Huennekens Street ENGINEERING San Diego, ca 92121 SURVEYING PH(858)55B·4500· FX(858)558-1414 .I 80.2 TG 80.2 TG 79.2 IE~ 7 . IE _._,~8u.0er.4-c ~ 5' H PLAN 4BR 80.4 p 10.1' PA0=480.80 80.2 TG 5 , FF-481.48 7. IE 80.2 TG /rni\581 1~a• 78.8 IE \:::!..E_I_/ TEP • ' 80.4 ~-fi&.8 HP 80.2 TG I 7 . I 80.6 TG 8. I 1-f--•'i.10' 3' 80,4 HP 80.2 TG 78.5 IE I I ~ GFF=480.5* ' 79.3 TG 7 .5 I 78.9 TG GFF=479.2 78.9 TG 77.5 IE 79. I HP 5'- Lor 71 78.4 TG 77.2 IE GFF=478.7 I I / I I I I " c:, GFF=47 . 76.4 H 5'- 78.7 HP .. 44.91 r \ l 7-1.5 TG 2.5 I 74.7 HP GFF=475.0 66. 5' 79.1 77.5 IE HP 3• ~--,BGF= ~2 479.5 .. ~ 1~6'L · c:, ~ 6.4 oi 78.9 TG STEP 11.8 1 PLAN 4C / PAD=479.50 78.9 TG FF-480.18 77.8 IE ~1 ([fi) ~, 78.9 TG 78·9 Ti 78.11 78.11 ~. ; ' ... . ' _1· -, : ' . ·, . I - HP 76 2 TG ~ 75.2 TG · ~ 73.7 I 75· IE PLAN 2BR PAD=476.70 10.6' .-=,'--• FF-477.38 HP 75.4 @l) HP 76.2 TG 73.9 IE Lor 68 PHASE 6, LOTS 39-44 "' 74.8 TG 73.1 IE - 5' Lor 71 PHASES SEESHEET8 I 1 1 / / I 457.411 RIM 72.3 TG 68.2 IE 2. 6 " /o "' " ~'t ~:--!' 1 . l -2:j 59.25• I "ofESS/qV. 1 L, .t,; ~< :f ';f' ~ ~ ~'x. 0 r,, "If ,,.. --ct" z.~ ~ NO. 4867~ ~ XP. 6/30,'. ':' ~ "'VI' /. ~~ ~ 1'l' or c~~11.,.; ENGINEER OF WORK Lor 46 PlIASE5 SEESHEET8 2 .A ~~eu:4· ~4E If-// /?LtYJ DATE INITIAL R~OND L MARN R.C.E. NO. 48670 EXP. 6/30/08 ENGINEER or WORI 11\ /1£-Bwlt..r REVISION I 090606 "AS BUILT" ~/ ~4/ r/4~, I I/. DATE RCE 48~ 70 EXP. 4, _30,.J.. REVIEWED BY: -.--_9/;<1/_!!_ 1/ .... · ~-.... ~ INSPECTOR -:;; DATE I SH9ET I CITY OF CARLSBAD I SHi4s I ENGINEERING DEPARTMENT PRE.C/SE. GRADING PU..N FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 PHASE 6 LOTS 39-44 A~~va.;~to C. HAMMANN ---8/4~ cirr ENGINEER RCE JJ069 Exe, ooZJo;;oa DATE PROJECT NO. DRAWING NO. OWN BY, DATE INITIAL DATE INITIAL CHKD BY, 8,£,1° PUD 04-03A 420-68 DESCRIPTION CITY APPROVAL RVWO BY, ;:>e(l. OTHER APPROVAL W.O NO 0490 78 R,\0458\~Eng\Precise Grociing\0458PG09.ciwg[ 0JAug 02 2006-16 02 RJN' • II 20 0 20 40 60 ~ \ I ; I-lUNSAKER & ASSOCIATES 5Atll DIEGO, l~C. PlANNING 10179 Huennekens Street ENGINEERING Sar,, Diego, Ca 92121 SURVEYING P}1(858)558-4500· FX{858)556-1414 L01 63 PHASES SEE S11EET 11 "' "' ... " " r 4 .04 RIM =··-···-:-::...--: ~==~-= .. -= ---=--= - LOT 83 PHASES SEE SHEET 11 ... -oi -,.. ... GFF:422.2 21.9 H -,.. L01 49 -- 21 7 TG 18.0 I I ...... ! I I -16.J TG r,,:-: TG 14.8 IE I -J' CID HP PAD=4.16.50 Lor 60 1.2· 16.2 HP 5' 16.2 PLAN 3C I i--~---+,---i 16. 4' FF= 4 1 7. 18 -,~[1;;~,2 ,...._, :I 1,,-:-:t--ry;;-r"""(~-~ , I ·, · •. ;., ·• 16.0 TG ,.. ' 14.0 IE LOT 72 I I I PI-IASE 7, LOTS 51-52, 64-66 ENGINEER OF WORK / ~; s46~ O L. MARTINDATE NO. 48670 EXP. 6/30/08 "AS BUILT" ~'.__ P-/4~/4~, - REVIEWED BY, -z:; /.,..----~---- INSPECTOR DATE eow, DA I-'-===j===~========================t===~F==jE==j===3 ~ CITYEN~~RINf !~~~~AD '1-=====i====t===============================l~====4t===~f=====t====i] PRECISE GRADING PIAN FOR: 1-LACOSTA RIDGE NEIGHBORHOOD 2.5 PHASE 7 LOTS 51 & 52, 64-66 ~ L!±J ~;;~;=t;;~;i;;;;;;;;~;;;======================j=====j====~t====f===3 CITY ENGINEER RCE 33069 EX 06 JO 08 DATE t-DWN BY:---..-=:_--PROJECT NO. DRAWING NO. A~-ui1..-r DATE INITIAL DATE INITIAL cHKo BY, p,__'-T PUD 04-03A 420-68 APPROV1Jl CONRA C. HAMMANN ~fa.,/(),<. r1.,; !J-,..1 r~ ENGINEER or WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: -01;P-----, R,\0458\~Eng\Precise Grocling\0458PG10.clwg[ 0JAug-02-2006,[6,0l W.O NO 0490-78 A11J' • . 090606 0 .... == 0 G') 0 .i:,. ...... I\,) ~g OJ I i 20 o 20 40 SCALE 1'=20' HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huemekens Street ENGINEERING San Diego. Ca 92121 SURVEYING PH(BSB)SSB-4500· FX(BSB)SSB-1414 Lor 58 PlIASE 9 SEE SIIEET 12 60 \ 449.86 RIM Lor 80 PlIASE9 SEESHEET12 Lor 48 Lor 47 Lor 4B I I I ._o., I ....... ..,...1 I .I Lor 72 PHASE 8, LOTS 53-55, 61-63 I I . I . Lor 52 PlIASE 7 SEESHEETl0 - Lor 84 PlIASE 7 SEESHEETl0 "AS BUILT" REVIEWED BY: l?s;~~-. >-~~~- ~ CITYEN~~RINf!~~~~AD LJ±J t====~====1============================i=====f===jE===1===J ~~==R==EC:;::/5:;::E~G;RA~D;IN~G:=P~lA~N~F~O;;;R=, ===========--=~7 LA COSTA RIDGE NEIGHBORHOOD 2.5 PHASE 8 LOTS 53-55, 61-63 DWN BY:-.~..-- CHKD BY:.P.!J'. RVWD BY: 9WI'-.. R,\0458\~Eng\Precise Grociing\0458PG1 lciwg[ D]Aug-02-20061l61Dl PROJECT NO. DRAWING ND. PUD 04-03A 420-6B W.O NO 0490-78 'ATW, 090606 II FIANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DlfGO, INC 10179 Huennekern Street San Diego, Ca 92121 ~H(858)558•4500· FX(858)558-1414 Lor 72 Lor 43 Lor 44 \ \ \ \ \ \ \ \ \ \ I I \ I \ I \ \ I \ I I I , 1 I 55.6 54.2 E <o _c:, 'i 55.8 CID HP PLAN .JCR 38.15· "' 556 TG 53.8 I 5 I I 5' -PAD=456.10 3'---',fLI- 8 HP I 11 I I I I I 1 I I I -8.J I i \ (i "b I , / I I /1/ I • r I / / / / / I I ' ! I ( l \ .\ \, \, \~ FF=456. 78 .,.....__. 55.6 TG <I® ·5,4· 6 I 55. 9 TG 54.0 I 55. H GFF=456.1 ~, " ::i ----.. ---·-·- '. \ "' "'· Lor 72 21.10· r------ 1 I I -- 53. I TG 50.5 IE \ I I I I I Lor 46 26. 1 33.46' ... :--, "' ... Lor 46 " r-----------·------- 49.5 TG llll=s==c~l47.6 IE . . 49.5 TG 48.2 IE ••• , , .. :;p·· ...,___..,~ I 49.7 49.7 PLAN 4C HP HP 3 • PAD=450.00 4 , 49.5 G FF-450. 68 48 IE ~CB 49.5 TG ~ 47. IE ,---,.-, 11. 6' 49.7 HP GFF=450.0 \ .. •········ -·· ·, .L.. -·· --.i GFF=450.1 f, _;!!:._---lf"CJ1 49.8 TG Ii" 4.0IE 50.0 HP L--~BGF= 450.4 50.2 TG C§D \ I!,-;;~;.;....., PLAN .JAR 50.o 1 1 / PAD=450,40 HP 1 5' FF-451.08 I \ 50,1 ~ p \.]!J...../ 49.8 TG I 47. IE 8. §1 . ··. ·:. ' c_.-.....,....,..._, Z4· \ 9.9 TG '-· ·.,·. 100 ' /,::,=c~c1c't; \ 48.3 I \ -~-- \ " I I I I \ 49.7 HP Lor 66 PHASES SEE SIIEET 11 Lor et PHASES SEE SIIEET 11 PHASE 9, LOTS 56-60_ ENGINEER OF WORK ~ ~/Jd.: &/o~ RA'ONDL.MARTIN·~=~--~ DATE R.C.E. NO. 48670 EXP. 6/30/08 20 40 60 SCALE 1'=20' "AS BUILT" ,_Q~~~ -~(it-- RC~ EXP. cb/30/1::,. REVIEWED BY: --L_/ .... --~_L-4:~~----..P,/1"1/IL INSPECTOR // DArr 1-----l-----1--------------t---t--t----t----i CIT] c ITYEN~rRINf t~~~~AD W PR[C/S£ GRADING PU.N FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 PHASE 9 LOTS 56-60 APPROVW CPN!j:)D C. HAMMANN I.' IA, ~ 1 • ,JI._./ , 9 ~~ 1-----l---t-----------------1---!---t----t---. CITY ENGINEER RCE 33069 EX• 06/30/08 DATE 8-1/ RtM II\ ot:'.t3t,1/t r DATE INITIAL ENGINEER or WORI REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPRO~AL DWN BY:--~-I CHKD BY: \1,.,Sl' RVWD BY: 'See£: R,\0458\&Eng \Precise Grnciing \0458PG12.ciwg[ 0lAug-02-2006,)6,Ql PROJECT NO. DRAWING NO. PUD 04-03A 420-6B '-- W.O NO 0490-78 QJAT • 090606 ii I I I I . I . HUNSAKER & ASSOCIATES SAN DIEGO. INC PLANNING 10179 Huemek,ens Street ENQNEERlNG San Diego, Ca 92121 SURVEYING PH(BSB)558-4500· FX(BSB)55M414 20 40 SCALE 1'=20' h I, I, l "') I, <:)· /, Oj 60 Lor 87 Lor 87 60.08' w 417.45 1 19.2 TG 17.6 IE 19.0 18.9 TG 16.4 IE TORTUGA Lor 6 MODELS SEESHEET3 PHASE 10, LOTS 6-11 "AS BUILT" _:? ~Z'4a~ _P/4/4_ ~ I' DATE RCE 1-8(a 70 EXP. 6, 30//:i.. REVIEWED BY: /<,-;IC:-, INSPECTOR ,I 8/11/11 DATE [[===J~==Jb=======================+====~==~~==~F==1 CITJ c1rYEN£rRINf !~~~~AD urJ f=====f====i===============================~=====~=====~====t===j PRECISE GRADING PLAN FOR: ENGINEER OF WORK Q . f C//1,,,,:-L• J>frfa6 fi9~-]//z=f~/?.~L'.JN1~ii/l\~~£11'~<?~-~RUt/{,/~L]r,:===================~=~D~A~TE=~~l~Nl~Tl~AL~~~D~A~TE=f;,N;IT~IA3L ~~ DATE INITIAL 0 RAY~'JNO L. MARTIN ' DATE REVISION DESCRIPTI N OTHER APPROVAL CITY APPROVAL R.C.E. NO. 48670 EXP. 6/30/08 ENGINEER OF WORI LA COSTA RIDGE NEIGHBORHOOD 2.5 PHASE 10 LOTS 6-11 APPROVEJJ CONRA[l C. HAMMANN g/'-'{#r' 11~· ~~;;,,-------=;c--ae£7=,;;,;,---'= E CITY ENGINEER RCE 33069 EXP 06/30/08 AT DWN BY:____ PROJECT NO. DRAWING NO. CHKD BY: R5.1 PUD 04-03A 420-68 RVWD BY: oe,e__ ~---- R,\0458\&Eng \Precise Grodi:og \0458PG13.dwg[ OJAug-02-2006,16,0l W.O NO 0490 78 RTN · 090606 j - 20 HUNSAKER & ASSOCIATES SAN DIEGO, INC 0 Pl.ANNING 10179 Huennekens Street ENGINEERING San Diego. Ca 92121 SURVEYING PH(~58)558-4500-FX(858)558-1414 I' 0 20 40 LDT 67 LDT 14 PHASE2 SEE SHEETS 60 5•- 1-7"'--38, 1 ' -11--t---t \ 59,31' ------· s -...... -:- 17.8 TG TG le 15. I ~ 18 0 "'l HP -4' 18.1 TG 115.9 I BUILD-OUT, LOTS 1, 12 LDT 2 MODEl.S SEESHEET3 & 13 '"· i I I -......... ---------------, ··--.. . r-----....I :-- ~ -"'-= <\j ~ ~ofESS10~ t L ,f ,_<> 0 l) . Ai,. < ,. ~ .. ~~ ..>o"t c,,"ll" ---a:" -Z-z. 3 NO. 4867~ ~ "; XP. 6/30/_, ;' I ' R ,. /. ,. ~ ~,.. -c,v,, ~' ' 0, CA\.\'~ ENGINEER OF WORK 4' I HP /J. I HP 2 9 r, I 1.6 ;. Grr~113.5 ~1 S:i Q_ ~~ ¢/~ R,UOND L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/08 LDT 67 9 r, //.4 IE: 6-11 ~lM DATE INITIAL ENGINEER or WORI a '""-' ········- -··~. -- Ii\ A ,__. -S I.I It_, T REVISION --------------, ' ' ' ' \ ' ! I ' ' 1 \ ' I \ I i ' I ! I ' ' I \ I i I i I 1 \ \ I \ \ ! I i ' \ ii I; ' ' ' I i ' I I : ' I I ' ' ' ! ' ' ' i ' I ' ' ' O··· t I I I I ' \ i I "AS BUILT" R~,/E~3ot/~ ~/t,/t, DATE REVIEWED BY: ~ ;('. (J/1 9/,1 • • INSPECTOR F/ DATE CIT] CITY OF CARLSBAD LJ±J 4 ENGINEERING DEPARTMENT 4 PRcC/Sc GRADING PLAN FOR: LA COSTA RIDGE NEIGHBORHOOD 2.5 BUILDOUT LOTS 1, 12 & 13 APPROV~ co~o C. HAMMANN jfe~ 13~-. ~ • CITY ENGINEER RCE JJ069 Exe. 06/30/08 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: II. $3" PUD 04-03A 420-68 DESCRIPTION RYWD BY: p £!@-... OTHER APPROVAL CITY APPROVAL -- R,\0458\&Eng \Precise Grociing\0458PG14,ci ,vg[ OJAug-02-2006,\6,03 W, 0 NO 0490--78 ATM · 090606