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HomeMy WebLinkAboutCT 06-25; ROBERTSON RANCH PA 21; PAD CERTIFICATIONS; 2012-08-09Co NSULTA NTS civil Engineering Surveying August 9, 2012 J.N.: 08-1245-04 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 RE: Robertson Ranch PA 21, Grading Plan Drawing No. 461-6A Pad Certification Units 19-24 Dear Sirs: Based on our field survey of August 8, 2012, the rough grading of the pads for Units 19 through 24 of Grading Plan 461-6A have been substantially completed in accordance with the approved grading plan to the approximate final elevation The final elevations are certified to a tolerance of plus or minus 0.1 feet and the horizontal location is certified for approximate location. TCfbr Very truly yours, O'DAY CONSULTANTS, INC. Tim Carroll Project Manager 81(0;Z LA f 11M01HYO. \o CL CARROLL * No.7700 * Op c' N:\081245\I120809PadCert-PA21 - Units 19-24.doc O'Day Consultants Inc. E-mail; oday@odayconsultants.com 2710 Loker Avenue West, Suite 100 Website: www.odayáoñsutterits.com Cartsbad, California 92010-6609 Tel: 760.931.7700 Fax: 760.931.8680 - SIDYALAUNDERDReIN (n?.i'-' V 2.-75 LIME ar s4vr ----i: bd 18 25 19 2AR 2B 2CR 28 fr 84.85 \\ 5h5 Or (J r85750 .68 PW 86.85 LJ 65.58 PA .: i d j(©Hs.6oOFr 8.5-00 1CF&LiJI'OO j 85. 85.00 F! —t--kr JSO'L T JJ 'i8640FT 86.837.50 PAD' \ • - ii A - I d 86.20 IT I J 86.30 FT ci •1 -Jr 1 84.90 Fl j PAD 85.70 CF f] 85.80 OF; 8.5.63 PAD NO PAD .-_- -y 2.5.'$U -, ri . __________ —.•. -_-.•- .. .,, —l_r_ - oJ47 .. BENCHMARK: an SW Cfl C_C_C_I_IS_L_r_WTT SW ._S.__ a C A? S SII - — SOCNS UJC ASS .S M RAMW= A40V Uff - MI? S1?-052 ME 02012 0Thy Ca.adtatu. hm WrCkp nsn ek5 c C 0 N S U L T A7N T S Civil Engineering Surveying July 11, 2012 J.N.: 08-1245-04 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 RE: Robertson Ranch PA 21, Grading Plan Drawing No. 461-6A Pad Certification for Units 37 through 44 Dear Sirs: Based on our field survey of June 10, 2012, the rough grading of the pads for Units 37 through 44 of Grading Plan 461-6A have been substantially completed in accordance with the approved grading plan to the approximate final elevation. The final elevations are certified to a tolerance of plus or minus 0.1 feet and the horizontal location is certified for approximate location. Very truly yours, O'DAY CONSULTANTS, INC. TC/br Tim Carroll 7/(,/( Project Manager LAND ,99 cc TIMOThY 0. 0 0- CARROLL 33 * No. 7700 * OF c N\081245\112071lPadCert-PA2I - Units 37-44.doc O'Day Consultants Inc. E-mail- odayodaycorsuIants.ccm 2710 Loke Avenue West, Suite 100, Website: w.odayconsuiiants.ccm Carlsbad Celiorrrle 920r0-6609 Tel: 750.931.7700 Fax: 7130.931.8620 CONSULTA NTS Civil Engineering Surveying June 14, 2012 J.N. : 08-1245-04 City of Carlsbad . Building Department 1635 Faraday Avenue Carlsbad, CA 92008 RE Robertson Ranch PA 21, Grading Plan Drawing No 461-6A Pad Certification Dear Sirs Based on our field survey of June 13, 2012, the rough grading of the pads for Units 31 through 36 of Grading Plan 461-6A have been substantially completed in accordance with the approved grading plan to the approximate final elevation. The final elevations are certified to a tolerance of plus or minus 0.1 feet and the horizontal location is certified for approximate location. Very truly yours, O'DAY CONSULTANTS, INC. TC/br Tim Carroll Project Manager - coaN t9 TIMOTHY 0. C) ri- CARRou. I No. 7700 IPA T OPCA N:\081245\1120614PadCert-PA21 - Units 3 1-36.doc O'Day Consultants Inc. E-mail: oday@odayconsultants.com 2710 Laker Avenue West, Suite 100 Website: www.odayconsultants.com Carlsbad, California 92010-6609 Tel: 760.931.7700 Fax: 760.931.8680 SIDEWALK UN FAIN \' s" 4 12"PVCt'1AMRAL SEEOETAI,T. 840 iF ..iT' U 10 WIDE / ti , LANDSAI 81.25 TG IJ 20' BUFFER SETBACK x 72 38 41 I P4 SHOT±i SNOT L PAD O1 'T1OT Pr1sf__i A r36 \ I 240}MJTW 31 . PA 8NPVrff/</\}á/J %1c, CF 826MR44f eç% 27Ip 22722 < 'K4 \\I 2724\/ ' Ii qo > PA 27 2 217 X, 72 i 2'6< 8Z I S PAD SHOT SHOT PA,J.4ST AJs o i 1 cr y°5 CF(I £1 ) tJ2 DS5FFL 'AOSHT1f7. SHOT_8. —A HOT— I 258P4 / 82.88 P,40 I I 18 2 JA 57 X A 1 -3212 PI AK SOMO/f (OT PAD I-i T ~Z16 Al 83.35 QZ6 27,9,1 721 27207 I J. 2 b -p8 PAD PAD ST85 bT ! SHo 78 ND 2_215 _I/14_ d 272 c 7 a 51 WALL2:/41AX. 'flë \\\\ I— ___ IG 74.26F 7'U CF -74 7 rr r1 , 2 I -K h 74.9 F 1 ) C 0 N S U L T A N T S Civil Engaeering Surveying April 3, 2012 J.N.: 08-1245 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 RE: Robertson Ranch PA 21, Grading Plan Drawing No. 461-6A Pad Certification Dear Sirs: Based on our field survey of April 3, 2012, the rough grading of the pads for Units 45 thioügh 48 and Units 73 through 76 of Grading Plan 461-6A have been substantially completed in accordance with the approved grading plan to the approximate final elevations The final elevations are certified to a tolerance of plus or minus O...1 feet and the horizontal location is certified for approximate location TC/ps Very truly yours, O'DAY CONSULTANTS,, INC. Tim Carroll Project Manager f TIMOTHY 0. \, CL [ CARROU.. ) No. 7= cc: Ten McHugh, Brookfield Homes opill N:\081245\1120403- Pad Cest Units 4548 and 73-76,doc O'Day Consultants Inc. 2710 Loker Avenue West. Suite tOO Carlsbad, California 92010-6609 E-mail: odaodayconsuttants.com Website: www.odayconsultants.com Tel 760.931,7700 Fax: 760.931.8680 - - L._. 41023— *7808 -4/61,'-- 7&/1 . PADS//CT 416/1 *ia w---'--- 41610 - - i&j P.41051101 PAJS11OT PADS/1'CT [ L0T47 L'e]or [ 1PAD SHOT I PLAN 3A I '41608 41522 79.00ff 7&3'PAD.i ii 78.16 I 41612 7819 PAD SI/CT PAD &,' pito or 7829 AD 9/CT LID -j 'H MOT is .41614 i .P (78.27 .9/CT PAD S'0T 7827 PAD SHCTJ PAD SI/CT PA4L/0T 41590 75 41591 '\ 4/596 *76.94 7 I 4/597'! *77.13/. 41603 *7707 IZ6d4' .9/CT PAD S//CT PAO4I/qi pj' oT P T ~45 LO _ 4i ICR *5i.2 5X76.j 8 7€L:oT48 1 ', . : . .1 41 . 0 fF .077. PLAN 18 P CT o - .. 41627 41628 I UWU I' I 91 934!A. PAD S/CT S//CT PAL S//CT fr - • I 7780 ''°' D 5WHOTLOT I' 41629 /665 41558 41?1 41 LV 76.90 j S//CT rLJ.41 7PADS'1oT *PAOSIOT .iai YI/CT X76 sv I L PLAN OT 73 PAD S//CT PAD /07, PAD S//CT PAD .9/CT PAD Si/CT . A I PLAN 18 '' ç _. ' nn _ •, 76.10ff 41631 I 4/630 41659 76.JOFI 41LJ 4564 X7582 .11.1.. .:'..: '...-.. PArS//CT L*CI4 .9/CT PAD .0'r4; CT PA0I/CT _____ 463J 41634 41635 X75 45 _____ 4/,-fin 66 *PAD 4 vor /AO.9/0T/' PALS//OT S//CT ', CT 4j5j9 41638 I 83 ' 41648 75.'85 41649 X7482 41 )9(75.8J PAD •' I . Ar3tjr DS/CT 'PADSIIDT 75 oj LOT 41642r 4 LOT 74 41650 ;: 164J 41648 41 1 41632 —' PA PAO WT AD WOr PAD PAO MOT I2OI2 Ooy C.dtts. b BENCHMARK: 'W.4 -*N tXAIOS 4t 47 -umtw.A,T dam Ik £. CONSULTA NT Civil Engineering • Surveying March 15, 2012 J.N. 09-1270-01 City of Carlsbad Building Department 5950 El Camino Real Carlsbad, CA 92008 RE: Robertson Ranch PA 21 Pad Certification Units 49-52 and Units 69-72, Grading Plan Drawing No. 461-6A Dear Sirs: Based on our field survey of March 13, 2012, the rough grading of the pads for units 49, 52 and lots 69 through 72 of Grading Plan 461-6A have been substantially completed in accordance with the approved grading plan to the approximate final pad elevation being 8" below the approved finish floor elevation. The final elevations are certified to a tolerance of plus or minus 0.1 feet. The pads for units 50 and 51 have been substantially completed in accordance with the approved grading plan to the approximate final pad elevation being 8" below a finish floor elevation 6" below the approved finish floor elevation. The final elevations are certified to a tolerance of plus or minus 0.1 feet. The horizontal location for all pads is certified for approximate location. Very truly yours, O'DAY CONSULTANTS, INC. IAa. TC/ps Tim Carroll Project Manager (#cf '.Jl'vo.9 TIM OThY 0. II - CARROLL No. 7706 * Op c N:\091270\120315—PadCeii-PA21R.doc O'Day Consultants Inc. E-mail: oday@odayconsultants.com 2710 LokerAveriue West, Suite 100 Website: www.odayconsultants.com Carlsbad, California 92010-6609 Tel: 760.931.7700 Fax: 760.931.8680 0' 20' 10' SCALE: 1" = 20' 26989 26988 26.983 800 800 ;993 4D SHOT ', SHOT '°40 5//07. 1_:_~ 7 UNIT 50 26987 (rr=ei. /5) 8Q0 QOj I a PAD=79.98 FFo. 26 86 8002 - D SHOT 40 SHOT 26.998 • 78j P4D SN i 26 9 26.9971 40 SNOT UNIT 49 7838 94 J 69 FF=79. 00 PAD= 78 0 X,78 S//Or rJ I 41 NOT SHOT 26996 I 7812 I 6.99 ___ 4D 5/10 T 1 D SHOT L-- 4,0 SHOT 4 a 4 4 , a 4 a a a SUi4vfiW/T TRAILC'O(JRT Pfr7) LAND CA Rf, NO. 7700 * EXP. 12/31/12 * BROOKF/ELD HO/ItS 12865 P0/NIt DEL IlIA R, SLI/TE 200 DEL /I4R, CA 92014 (858) 481-8500 G:\011014\PA 21\PAD CEll IS\Plots\0845P—Urtsl3—l84g-5 Xrels: 01 41s1r; 01 l4bsc: 01141mc; 0845P: 0114L0R0: SR-2 a 14 °a - 4 a 4 PAD CERJiF/CA liON UNITS 49&50 ALCEA Gt the FOOTHILLS 72.dwg Mar 15, 2012 4:13pm a a MARCH 15, 2012 0 /~~ CONSULT AefNTS 2710 Laker Avenue West, Suite 100 Carlsbad, Co 92010 760-931-7700 0DoyConsultants.com 1.9 5,ij0,7 26971 P40 SNOT . 26.97j X 9 55 P40 SNo, 'q.972I 759 I 26982 26977 26976 8011 8027 80/3 40 S/-/OT '4D SNOT '40 SS'/7/ 0' 20' 10' SCALE: 1" = 20'. IJMT 5/ 26.98, #=81.J5, 8020 'AO=8O. /8 ppr=QC 26980 80/2 , 7835 P40 SNOT 26961 7858 ' P40 SNOT 26.96j 785/ P40 SNOT '1 26978 80/8 P40 SNOT 26967 8018 78sf 940 SNOT P40 SNOT . 26958 I UNIT 52 785i '1 FF=79.20 0 '40 S//OA PAD= 78.5J j2697o ,40 S1.10 1855 P4 T SNO 4. 4 U4 5114/Al/I TRAIL _CO1JRT(viy LAND EXP. 12/31/12 1*1 PAD CER 7/F/CA TJON SROOKFIELD HO/VIES UNITS 51 & 52 12865 P0/A/fE DEL 4IAR, 507T 200 DEL I4II4R, CA 92014 AL CEA at the FOOTHILLS (858) 481-8500 C: \011014\PA 21\PAD CER 1S\Plots\Q545P-Untsl3--I3,49-52.óg.- /2,wg Mci 15 2012 4:11pm Xrels: 0I14Is1r; 014bstr; 01 C!map: 0845P: 0114LC90: SR-Base 4 ,1,f,4RCH 15, 2012 0 / COJSULT7TS 270 Laker Avenue West, Sute 100 Carlsbad, Co 92010 760-931-7700 0DoyConsuitonts.corr I. 5~4 - SUAIAI/T TRAIL COURT (P VT) 0' 20' 10' SCALE: 1" = 20' 4 S U 27039 P40 SNOT 27032 72'oo -, r P40 '°40 SNo,- UNIT 27038 ,76,98 4D I ) FF=7Z6 P,4D=76 98 27oj 76 98 40 27037 7691 S/?,,- 27031 PAD S/Ioi I 2O5 P40 5NOT :. 22 1 27036 68i 697 77 270j 40 p 40 51/OT /040 s y 2702/ P40 SNOT ,719 T 27028 77/,9 P40 SNOT 27020 7278 27025 p722 27027 27027 4D SNOT P40 SNOT P40 SNOT C C C C C 34 NO. 700 NO - 7700 EXP. 12/31 1C2 BROOKF/ELD HOAIES 12865 P0/NIt DEL 4IAR, SUITE 200 DEL IWAR, CA 92014 (858) 481-8500 G: \01101 4\PA 21 \PAD CERTS\Plats\0545P—tJnitsl 3-18.49-52,65 Xrefs: Oil 41str; 0114bstr; 01141mop; 08451'; 01 14LCRD; SR—Base PAD CER TiP/CA liON UN/IS 69 & 70 ALCEA at the FOOTHILLS 72.dwg Mar 15, 2012 3:39pm AIARCH 15. 2012 I 2710 Loker Avenue West, Suite 100 Carlsbad, Co 92010 760-931-7700 0DayConsultants.com I 27001 27005 ' 76:78 76:8/ P9/) SNOT 0, 4/) SNOT - i~1016' E10 t 'Qo xj,76.'qq 27018 P4/) SNOTL,,N,T 71 P,40 7T FF=77 65 P40=76.98 ?7079 P9/) SNOT P4/) SNOT 2Yo,0 76:79 P4/) SNOT 270, ,7698 P4/) SNOT 27012 76:96 P4/) SNOT 2701j 7690 P4/) SNOT - 5111141/1 TRAIL_COURT (Pfr7) 0' 20' 10' SCALE: 1" = 20' -. 2700e 'U _L1J 76:75 P4,0 s,4v7 1'• ) UNIT 72 1 FF=7Z45 9 P40=76.78, 27006 176:75 27o P4/) s 76:80 P'ID S//O,r j" 27007 176 ,76- X0 SNOT )SI270 72 P9/) SNOT 2700j 16 84 P4/) SNOT D LAND CAR NO 7700 EXP. 12/31/12 CAO b BROOKF/ELD HOMES 12865 POINTE DEL MAR, SLI/TE 200 DEL MAR, CA 92014 (858) 481-8500 MARCH 15, 2012 PAD CER 1/F/CA 7/ON UN/IS 71 & 72 ALCEA at the FOOTHILLS 0 / CONSU~TNTS 2710 Laker Avenue West, Suite 100 Carlsbad, Ca 92010 760-931-7700 ODayConsultants.com U: \UI IUI'f\r' LI \AU LLI IS\l'IOtS\Oe4F'—IJnItsI3-1B,49-52,59_72,dwg Mar 15, 2012 3:40pm Xrefs: OIl 4Istr 01 l4bstr: 011 41map; 0845P; 0114LCRD: SR—Base G -14;6 C. Geotechnical. Geologic. Coastal • Environmental 5741 Palmer Way • Carlsbad, California 92010 • (760) 438-3155 • FAX (760) 931-0915 • www.geosoilsinc.com March 12, 2012 W.O. 6332-B-SC Brookfield Homes 12865 Pointe Del Mar, Suite 200 Del Mar, California 92014 Attention: Ms. Teri McHugh and Mr. Greg McDonnell Subject: Compaction Report of Building Pad Re-Certification, Lots 49Through 52, and 69 Through 72 (Phase 2) of Planning Area 21, Robertson Ranch Development, Carlsbad, San Diego County, California References: 1. "Geotechnical Update for Planning Area 21, Robertson Ranch, East Village, City of Carlsbad, San Diego County, California," W.O. 5981-B-SC, dated May 25, 2011, by GeoSoils, Inc. 'Discussion of Building Slab Subgrade Pre-Wetting, Planning Area 21 of Robertson Ranch, City of Carlsbad, California," W.O. 5949-C-SC, dated January 21, 2010, by GeoSoils, Inc. "Report of Rough Grading, Planning Area 21 of Robertson Ranch, East Village Carlsbad, San Diego County, California," W.O. 5953-131-SC, dated November 24, 2008, by GeoSoils, Inc. Dear Ms. McHugh and Mr. McDonnell: GeoSoils, Inc. (GSI) is providing this summary of our observation and testing services during mitigative grading within Lots 49 through 52, and 69 through 72 (Phase 2) of Planning Area 21, at Robertson Ranch, East Village Subdivision in the City of Carlsbad, California. The purpose of remedial grading was to reprocess the subject lots in accordance with recommendations presented in Reference No.2. Earthwork consisted of re-processing surficial soils to a depth of approximately 8 to 12 inches, moisture conditioning, and compaction of soil to a minimum relative compaction of 90 percent per ASTM D 1557 (see Reference No. 2). Based on our observations and testing, the building pads appear to have been prepared in general accordance with the recommendations provided by this office (see Reference No. 2 and No. 3), and are considered suitable for their intended use. Field Observation and Testing Field density tests were performed using nuclear (densometer) ASTM test methods D 2922 and D 3017. The test results taken during grading operations are presented in the attached copies of our "Field Testing Report(s)." The laboratory maximum dry density and optimum moisture content for the major soil type within this construction phase were determined in general accordance with test method ASTM 0 1557. The following table presents the results: SOIL TYPE MAXIMUM DENSITY. (PCF) MOISTURE CONTENT (PERCENT) Ix - Gray Brown, clayey SAND I 131.5 I 9.0 1 Field compaction testing indicates that the soils appear to meet the minimum compaction requirements previously established and adopted by the City of Carlsbad (i.e., at least 90 percent relative compaction per ASTM D 1557), and recent tests indicate over optimum soil moisture content, per GSI's reports (References 1 and 2). V Should a significant (i.e., three to seven days) period of time pass prior to slab construction, additional moisture conditioning and/or re-establishing consistency, as well as pad subgrade proof testing may be necessary, prior to placement of the undersiab vapor retarder (see Reference No. 1 and No. 2). V Foundation Design/Construction Unless specifically superceded herein, the findings, conclusions, and recommendations presented in Reference No. 1, and Reference No. 3, are generally considered valid and applicable with respect to the construction and development of the subject building pads. Based on our review of Reference No. 3, the subject lots are very low to low expansive, and Lots 51, 52, and 69 through 71 are categorized as foundation Category I. However, due to maximum fill depths beneath the lots, Lots 49 and 72 are assigned Category II, and Lot 50 is assigned to foundation Category Ill. If new building code updates are adopted prior to the development of these pads, an additional geotechnical update report may be necessary. Plan Review Final project plans (foundation, retaining wall, landscape, etc.) should be reviewed by this office prior to construction, so that construction is in accordance with the conclusions and recommendations of this report. Based on our review, supplemental recommendations and/or further geotechnical evaluations may be warranted. Closure The materials encountered on the project site and utilized for our analysis are believed representative of the area; however, soil and bedrock materials vary in character between excavations and natural outcrops or conditions exposed during mass grading. Site conditions may vary due to seasonal changes or other factors. Inasmuch as our study is Brookfield Homes GeoSoils, Inc. W.O. 6332-B-SC PA-21, Robertson Ranch March 12, 2012 File:e:\wpl2\6300\6332b.ph2.cro Page 2 based upon our review and engineering analyses and laboratory data, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice, and no warranty, either express or implied, is given. Standards of practice are subject to change with time. GSI assumes no responsibility or liability for work or testing performed by others, or their inaction; or work performed when GSI is not requested to be onsite, to evaluate if our recommendations have been properly implemented. Use of this report constitutes an agreement and consent by the user to all the limitations outlined above, notwithstanding any other agreements that may be in place. In addition, this report may be subject to review by the controlling authorities. Thus, this report brings to completion our scope of services for this portion of the project. The opportunity to be of service is sincerely appreciated. If you should have any questions, please do not hesitate to contact our office. Respectfully subr)tted.--. G. GeoSoils, ' .,,, ç,•) : Robert G. Engineering GeblQitcG 1934 RCG/ATG/JPF/jh I7ff I Andrew T. Guatelli Geotechnical Engineer, GE 2320 Attachment: "Field Testing Reports" Distribution: (3) Addressee (via mail and email) Brookfield Homes GeoSoils, Inc. W.O.6332.BSC PA-21, Robertson Ranch March 12, 2012 File:e:\wpl2\6300\6332b.ph2.cro Page 3 FIELD TESTING REPORT 1 3 ?IQ w.O.__________ DATE 3 /q/ia NAME (.. HOURS (f_ CLIENT aD TRACT 86 2-1 LOCATION_____________________ SUPT.______________________ CONTRACTOR '3- -'&T EQUIPMENT ELEV OR DEPTH MOISTURE CONTENT % % RELATIVE COMPACTION 'TYPE SOIL 1J1w,&Yk 4tWW ___ _M~m, " I moo COMMENTS: BY: 7'( PAGE OF E:/wpltorms/fieldtst.wpd D r NNJ 9! k,f cc TiMOThY 0. CARRo- * * No-1700 . k: OF c Tim Carroll Project Manager TC/ps cc: Teri McHugh, Brookfield Homes Cf CONSULTA NTS Civil Engineering • Surveying January 16, 2012 J.N.: 08-1245 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 RE: Robertson Ranch PA 21, Grading Plan Drawing No. 461-6A Pad Certification Dear Sirs: Based on our field survey of January 16, 2012, the rough grading of the pads for Units 13 through 18 of Grading Plan 461-6A have been substantially completed in accordance with the approved grading plan to the approximate final elevations. The final elevations are certified to a tolerance of plus or minus 0.1 feet and the horizontal location is certified for approximate location. Very truly yours, O'DAY CONSULTANTS, INC LAIVDq .1 2i N:\081245\II2O116 Pad Cert Units 13-18.doc O'Day Consultants Inc. E-mail: oday@odayconsultants.com 2710 Loker Avenue West, Suite 100 Website: www.odayconsultants.com Carlsbad, California 92010-6609 - Tel: 760.931.7700 Fax: 760.931.8680 C/EN A VENUE Jon Of 20' 10' SCALE: 1" = 20' 0It NO. 7700 I I \*\ P. 12/31/12 1* ii \~'oprAt\c0 /' BROOKF/ELD HOMES 12865 POINTE DEL A4A SUITE 200 B DEL MAR, C4 92014 (858) 481-8500 G:\011014\PA 21 \PAO CERTS\PIots\0845P—Unjts13-1 Xrefs: 01144str; 0114bstr: 01141mo,: 0845P: 01141CR1 PAD CERT1F/CA liON UNITS .13 14,15 ,4LCEA at the FOOT/-Il//S JANUARY 26, 2012 Ot?47. CONSULT NTS 2710 Laker Avenue West, Suite 100 Carlsbad, Co 92010 760-931-7700 O0oyConsultonts.com C/EN A VENUE .:4 .,....,,.: --- F UNIT 18 0' 20' FF=8Z35 PAO=8610'.60)j851 SCALE: 1" = 20' - P4Dc,T 2/855 8555 4D C(',r NO. 7700 12/31/12 1 ii \ or 7 Aj ç 1 BROOKF1ELD HOMES 12865 POINT DEL M4* SUITE 200 B Of MAR, C4 92014 (858) 481-8500 G:\011014\PA 21\PAD CERTS\PIats\0845P-unas13_18dg Xrefs: 01149tr; 0114bstr 01141moo: 0845P: 0114[CRD UNIT 16 FF=8Z 60 P140=86. 85 , 845 ) 85 P40 C(RT P40 c& IJMT 17 FF=8750 PAD=86. 75 2/849 X86 21850 P4 8679 P4D ?1846 8587 P4fl C1,97- 21814 86:90 P40 cc,- PAD CER17F/CA liON UNITS 16,1Z18 ALCEA at the FOOTHILLS 9: 46am X8,6,6" 21857 P40 CERT P40 cE,1T .2/852 8577 P40 CERT 8592 '°4D JANUARY 26. 2012 CONSU~T7S 2710 Laker Avenue West, Suite 100 Carlsbad, Ca 92010 760-931—] 700 ODayConsultants.com