Loading...
2003-7084 G/PE ENGINEERING SER VICES C,it o ESD .Y f ErARTMENT -- f,YLCZn tas Capital Improvement Projects ects District Support Services Field Sand Rep lenishment/Stormw terCompliance Subdivision Engineering Traffic Engineering November 10, 2004 Attn: Temecula Valley Bank 27710 Jefferson Avenue Suite A 100 Temecula, California 92593-0690 RE: Robert Antt 248 Hillcrest Drive APN 254-061-09 Improvement Permit 7084-I Final release of security Permit 7084-I authorized earthwork, storm drainage, site retaining wall, and erosion control, all as necessary to build the described project. Therefore, a full release of the security deposited is merited. Letter of Credit 00052, in the amount of$30,600.00, is hereby released in its entirety. The document original is enclosed. Should you have any questions or concerns, please contact Debra Geishart at(760) 633- 2779 or in writing, attention this Department. Sincerely, Masih Maher Senior Civil Engineer Y Le ach Field Operations Finance Manager Financial Services CC: Jay Lembach,Finance Manager Robert Antt Debra Geishart File 3-1 '('W , ' �,� recycled paper 1 _ INEERING SER VIC ES ES DEPAC ity o�NG R TMENT ---- Encinitas Capital Improvement Projects District Support Services Field Sand Replenishment/Stormw ter Compliance s an e Subdivision Engineering Traffic Engineering November 12, 2004 Attn: Temecula Valley Bank 27710 Jefferson Avenue Suite A 100 Temecula, California 92593-0690 RE: Robert Antt 248 Hillcrest Drive APN 254-061-09 Grading Permit 7084-G Final release of security Permit 7084-G authorized earthwork, storm drainage, site retaining wall, and erosion control, all as necessary to build the described project. Therefore, a full release security deposited is merited. of the Letter of Credit 00053, in the amount of$58,700.00, is hereby released in its entirety. The document original is enclosed. Should you have any questions or concerns, please contact Debra Geishart at (760) 633- 2779 or in writing, attention this Department. Sincerely, Masih Maher Senior Civil Engineer )ay mbach Field Operations Finance Manager Financial Services CC: Jay Lembach,Finance Manager Robert Antt Debra Geishart File 6 � n inu,iti, CaGFoniia 9�ii'� io;; � � IJO ;i,ii� Dili ��, recycled paper SGC South/and Geotechnical Consultants July 22, 2003 Project No. 147A37 To: Mr. Rob Antt 829 Second Street, Suite A Encinitas, California 92024 Subject: Geotechnical Update Letter, Proposed Lot Division, 248 Hillcrest Dri Leucadia Area of Encinitas, California ve, Reference: Soils Investigation, Proposed Lot Division, 2'48 Hillcrest Drive, Encinitas, California, dated April 28, 2001 , by Southland Geotechnical Consultants Southland Geotechnical Consultants has prepared this letter to update our above- referenced soils investigation report for the property located at 248 Hillcrest Driv in the Leucadia area of Encinitas. The scope of services performed to update our r e included the following: report Review of our referenced report. Site reconnaissance to observe the existing geotechnical conditions at the subject property and nearby vicinity. Preparation of this geotechnical update letter. On July 15, 2003 a representative from our firm visited the site and our observations indicate that the surf icial geotechnical conditions are generally similar to those reported in our referenced report. Based on our review and site observations, it is our opinion that the conclusions and recommendations presented in our referenced soils investigation report remain Pertinent and applicable to the project with the following exception: Foundations the proposed residence (one- or two-story) should be extended a minimum de f°r 18 inches beneath the lowest adjacent grade. pth of • 1238 GREENF/ELD DRIVE, SU/TEA EL CAJON, CAL/FORN/A 92021 • (619)442-8022 • FAX(619)442-7859 Project No.147A37 If you have any questions regarding this letter or referenced report, please Office. We appreciate the opportunity to be of service. contact our Sincerely, SOUTHLAND GEOTECHNICAL CONSULTANTS Susan E. Tanges, CEG V986 Managing Principal/Engineering Geologist Charle R. Corbin, RCE 36302 g Proj t Engineer a - T N©. 1386 QROf ESsioN�` * CER�TIR �Q ��ES R ENG # ` G� J z o. 6602 S rF o Distribution: (3) Addressee (1) Mr. Craig Lewis, via fax 858-756-1573 2 SGC S(7 C South/and Geo techni cam/ Consu/tants December 10, 2003 Project No. 147A37 To: Mr. Rob Antt 829 Second Street, Suite A Encinitas, California 92024 Subject: Report of Field Density Tests, Proposed Lot Division, 248 Hill Leucadia Area of Encinitas, California crest Drive, Reference: Soils Investigation, Proposed Lot Division, 248 Hillcrest Drive, Area of Encinitas, California, by Southland Geotechnical Consultants dated April 25, 2001 Introduction Southland Geotechnical Consultants has testing services durin performed geotechnical observation and g grading activities for the proposed lot division at 248 Hillcrest Drive in the Leucadia Area of Encinitas. This report presents a sum geotechnical observations and field and laboratory test results. mary of our Summary of Grading Operations This report addresses site grading that was accomplished during October 24 through December 8, 2003. Geotechnical observation and period of te compacted fill were performed by a representative from during grading. our firm on an as needed ng of basis Grading of the site generally consisted of the removal and recompaction Of compressible onsite soils, and placement and compaction of imported fiil i ll soils construct two relatively level building pads for the construction of the ro ls to residences and parking area for a future detached P posed garage. In addition, offsite earthwork activities included subgrade preparation and compaction and lace compaction of aggregate base for the paving of Hygeia Avenue. p ment and Prior to grading, the existing guest house was razed and the site stripped of surface vegetation and debris. Prior to placement of fill, the natural was scarified, brought to near-optimum moisture conditions was generally 90 percent of the laboratory maximum dry density as de ground and compacted to at least Fill soils were placed in lifts, brought to near-optimum emo sturey on TM D 1557. compacted by mechanical means to at least 90 percent of the laboratory a'ximu' and density as determined by ASTM D 1557. m dry • 7238 GREENF/ELD DR/VE, SU/TEA EL CA✓ON, CALIFORNIA 92021 . (6191442-8022 . FAX(619)442-7859 Project No. 147A37 Subgrade preparation of H offsg eI soilsenThegenerally consisted of scarification and recompaction of existing brought to near-optimum moisture conditions and nd comnches of subgrade soils were pacted to at lea Of the laboratory maximum dry density as determined by ASTM D155 st 95 percent base was then placed, brought to near-optimum moisture conditions to at least 95 7• Aggregate percent of the laboratory maximum dry density as determined compacted ASTM D1557. Field and Laborator Tests Field density tests were performed in general accordance with AST Cone Method). The results of the field density tests are resell din (Sand- (Summary of Field Density Tests). The approximate presented in Table 1 are shown on Figure 1 (Field Density TesLocation locations of the field density tests The laboratory maximum dry representative samples of the onsite densities nd imported f Ipsoilsm moisture contents of at the site were determined in general accordance with ASTM test designation The results of the laboratory test summarized aggregate base placed Results), s are zed in Table 2 (Laboratory l Test Conclusions Our geotechnical observations and field and laboratory test results indicate soils placed to date have been compacted to at least 90 percent relative c that the fill as evaluated using test methods ASTM D1556 and ASTM D1557. Sub grade compaction, aggregate base for Hygeia Avenue have been compacted to at least 95 percent e soils and compaction as evaluated using test methods ASTM D1556 and ASTM D1 onsite fill soils relative generally consist of dark brown, silty fine to medium sand. The imported fill soils generally consist of light brown and yellow brown grey brown, silty fine to medium sand. The accordance with UBC test standard 18-2 d. and w silty fine sand and A sample of the onsite soils was tested in Potential (expansion index _ as found to have a very low expansion — 0, see above referenced soils investigation report). The imported fill soils were visually and texturally evaluated to be 9 ener in the general site vicinity found to have a very low to low expansion similar to soils tested in general accordance with UBC test standard 18-2. Field de s t y testing of any potential when additional compacted fill should be performed by the geotechnical consultant. 2 sac Project No. 147A37 If you have any questions regardin appreciate this o 9 this report, please contact our office. We pportunity to be of service. Sincerely, SOUTHLAND GEOTECHNICAL CONSULTANTS - � Susan E. Tanges, CEG 1'386 Managing Principal/E Charles ng Geologist °r in, RCE 36302 Project ngineer ��Qcf to ESslo ND. 1 �Q FS R C < CERTIFIED o Grl MIND oIST ��. 0 3 o n i CAL %f F CAF CALI! Attachments: Table 1 - Summary of Field Density Test Table 2 - Laboratory Test Results s Figure 1 - Field Density Test Location Map Distribution: (3) Addressee 3 !S—GC Project No. 147A37 TQ-_BL_E_1 SUMMARY OF FIELD DENSITY TESTS APPROX FIELD DRY TEST DATE ELEVATION SOIL MAXIMUM FIELD NO. (feet) TYPE DENSITY DRY DENSITY MOISTURE OPTIMUM RELATIVE (Pcf) (Pcf) MOISTURE COMPACTION NOTES 1 10/24/03 72 I%) (%) M A 124.5 2 10/24/03 124.5 10.0 74 q 8.8 100 CF 116.0 124.5 3 10/27/03 74 8'9 8.8 A 114.8 93 CF 71 . 124.1 4 10/27/03 124.5 153 A 124.5 8.8 92 CF 5 10/28/03 73 11.9 8.8 A 118.9 100 CF 6 10/29/03 124.5 8.8 75 q 117,5 124.5 8.8 96 CF 7 10/31/03 75 9.2 8.8 A 114.8 94 CF 8 10/31/03 124.5 125 77 g 8.8 92 106.0 116.7 . CF 9 10/31/03 77 1 1.3 10.4 B 114.0 91 CF 10 10/31/03 116.7 10.0 79 g 10.4 98 107.5 116.7 CF 11 11/6/03 78 1 1.4 10.4 B 109.1 92 CF 78 . 112.9 12 11/6/03 116.7 115 B 10.4 93 FG 13 11/7/03 83 116.7 11.2 10.4 C 118.1 97 FG 14 11/7/03 125.9 10.2 83 q 8.5 94 CF 15 11/7/03 g3 115.2 124.5 11.4 8.8 A 112.6 93 CF 16 11/10/03 124.5 10.2 8.8 90 CF 85 q 115.5 124.5 17 11/10/03 85 8.9 8.8 A 115.9 93 FG 18 11/10/03 124.5 78 81 C 8.8 93 FG 116.1 125.9 . 19 11/10/03 81 10.5 8.5 C 115,3 92 FG 20 11/20/03 125.9 1 1.1 76 g 8.5 92 FG 110.8 116.7 21 11/24/03 82 11.2 10.4 D 116.8 95 CF 79 . 22 11/24/03 127.9 88 D 9.0 91 116.8 127,9 FG 23 11/25/03 84 12.3 9.0 B 106.7 91 FG 24 11/25/03 116.7 6.7 81 g 10.4 91 108.9 116 7 CF 25 11/25/03 77 11.4 10.4 B 106.4 93 CF 26 12/3/03 116.7 12.2 84 g 10.4 91 119.3 124.5 CF 27 12/3/03 85 8'8 8.5 A 1 19.0 96 SG 28 12/3/03 124.5 9.0 8.5 96 SG 86 E 133.5 138.0 29 12/3/03 84 138.0 5.1 7.0 E 135.4 97 AB 4.0 NOTES: 7'0 98 AB AB-Aggregate Base CF-Compacted Fill FG-Finished Grade SG-Subgrade SGC Project No. 147A37 TA-- 2 LABORATORY TEST RESULTS Sample Nuer Sample Descat�n Maximum A Moi Drvity Optimum Dark-brown silty fine to medium sand (SM) 124.5 pcf s ture Content 8.8 B Light brown and yellow brown Silty fine sand (SM) - Import 116. pc 10.4% C Grey brown silty fine to medium sand (SM) - Import 125.9 pcf 8.5% D Brown silty fine to medium sand (SM) - Import 127.9 Pcf 9.0% E Class 2 aggregate base 138.0 pcf 7.0% SGC _ •26 CRD6► —--� _ _ - _ - _- - a� afuoW cTAIC c —_- ----- E17SAW PON"PORE --off,.�x_. r R£40W 1BFf _-�7 UB��{W CGaW Alf .r 8E110tf EAST FfHCf' STARIWC WORK � — 1511 misava 21 -e�fr�, .. ARCQ 7 NqN 314'METER �6 G �lt�i 4.00 PROICM DRWW �t 5 A.L;VECIALAY \\ REWW EXIST. PER S°EClK NOTE . 7a9 - 3 D 'y�'_'Jsi..r ( PER DE D-1 w ^' TW 79.44 W 77.0 z F BCIN G?A55.LWED SN'. TREE L£ _PER DETAIL A-p L5Ar ..__ ;,8.8 /V, C' . TC 79.0.7 rf.bass �/ L/ `I £XlSnNC PoNER P" •x —=--lo B MW TG •60 EAST. WALL I..�I ;w/U>y CO PROR To JE __ _ _� •T7180 R7 R&AW J STARnNG Nqg! t9 7886 > S' i.5 Pi. ptc g P- d LTi i ?lr _RfN0W ALL Mr.HEDGES _ p W y'RC ABA 1 i". G G BM gyp/ s �RE7 wLPQ?MR! � `< k z'F C-i TW T7z BW ^�22 , PlC Ix S-.r ,,.f P@0 '/ NQ! ��D p T I Tb WIT C77Y OF EPm p SWSD E q(DyG +A # 1y'� `1y''� 'r 70;7HE$4 ACntW CF 7W PTY fI: PAD 7&94.2 T TG i!.__.._._-- - ,__� �O N �`y�, 70 SING RESDENC£ ZL 'ION NEW 4' -- a "�� - 1 • 20'i. fl• I,B TD REWAW FaR ARGIL 2 PER LW Sit o 14. .36 2s 6 'g? w�ALtD taaTS�RFT.� F WALL TO MdjjA y la tF -I---- LX EAST D0108C ' 6 O 'Rq WIC SERME'7D RMW61 C _ - - -}I- �FCR PARCEL 2�PROOTECT dd PUG RAX 1 T.PALS To ;:`.ui PER ggryp REN01 ...� ...- LCC AI£Wir'OaVESOC- ,.;I A 7EC 0 2xr eeoacs T}PE PARCEL 1 /:j%�. f7 SGT WCE 70 PARM f W / SEE TAN. '_1 �' I C n3;,7 D If 725 ?5' t14. EF,— 6'P1C O!x umCn I I--_` APN. 254-061-OS J EXIST.PAL 248 NILLCREST DRIV a 5'11000ARav I W PR07ECT w PLAcr F.F. 74.94 (EXISDN(P i MAP Li 4 r fkS) --�— v 1 U ROW � PROn N * .t a ►x0 BAGS STAGC.t77E0 �C . . _ ,.._ ARCONp ALL GjTr}/SAWS(T1P1CKI �,. .. ,_ � POrvO AYP-RAP D ENERGY O7SAPATaP PE `'. D-40 TTPE 2 USE Na I V,, }Yell 12'n9GY OW?12•n .'!3 WCOMPOSfD GRAVE, I 17°?4tN BLANKET. APPROX CCADaV T. O' C7 EXIST.4-SEVER UT. T2'r LLX'Antw NEW 4' 94.00 ` �__ Fa4 PAgLEL f.PER Lx L , � FIELD DENSITY ENSITY TEST LOCATION MAP Base map: Grading and Erosion Control Plan for AI Proposed Lot Division prepared by Sowards and Brown Engineerin Leucadia Area of l Enc niittas,eCalifornia June 20, 2003 Project No. 147A37 FIGURE 1 SGC SOWARDS AND BROWN ENGINEERING December 9, 2003 City of Encinitas Engineering Services Permits 505 South Vulcan Avenue Encinitas, CA 92024 Re: Engineer's Pad Certification for Project No. 7084G and Grading Permit Number 7084-GI Pursuant to Section 23.24.310 of the Encinitas Municipal Code, this letter is hereby submitted Certification Letter for Parcels 1 through and including 3. As the Engineer of Record for the subject hereby state all rough grading has been completed in conformance with the a as a Pad of the City of Encinitas, Codes and Standards. J t project, I approved plans and requirements 23.24.310 (B). The following list provides the pad elevation as field verified and shown on the Grading Plan: approved PARCEL PAD ELEVATION PER PLAN PAD ELEVATION PER FIELD MEASUREMENT 1* FF 74.94' FF 74.94' 2 81.4' 3 77.6' 81.2' 77.5' * existing residence 123.24.310(B)1. Construction of line and grade for all engineered drainage devices and retaining walls have been field verified and are in substantial conformance with the subject grading plan. 23.24.310(8)5. The location and inclination of all manufactured slopes have been field v erified and are in substantial conformance with the subject grading plan. 23.24.310(B)6. The construction of earthen berms and positive buildin g pad drainage have been field verified and are in substantial conformance with the subject grading plan. Sincerely, �OQ�OFESS R. Randy R. Brown 2G� RCE 36190 exp 6/30/04 C7 2 Engineer of Work NO. 36190 rn * Exp.6/30/04 � >k 000972.1tr 2187 NEWCASTLE AVENUE • SUITE 103 • CARDIFF BY THE SEA, CA 92007 (760) 436-8500 • FAX (760) 436-8603 SOILS INVESTIGATION PROPOSED LOT DIVISION 248 HILLCREST DRIVE ENCINITAS, CALIFORNIA JUN 1 ` 2001 i South/and Geotechnical Consultants SG-C-S-o-uthlanc-fQeo t echni cal Consultants SOILS INVESTIGATION PROPOSED LOT DIVISION 248 HILLCREST DRIVE ENCINITAS, CALIFORNIA Project No. 147A37 April 25, 2001 Prepared for: MR. ROB ANTT 829 Second Street, Suite A Encinitas, California 92024 • 1238 GREENF/ELD DR/VE, SUITE A EL CAJON, CALIFORNIA 92021 • (619)442_8022 • FAX(619)442.7859 S(7 C South/and Geotechn" ica/ Consu/tants April 25, 2001 Project No. 147A37 To: Mr. Rob Antt 829 Second Street, Suite A Encinitas, California 92024 Subject: Soils Investigation, Proposed Lot Division, 248 Hillcrest Dr' Area of Encinitas, California ive, Leucadia Introduction Southland Geotechnical Consultants has proposed lot division at the subject property rloc ted at 248 Hillcrtst Drive for the Leucadia area of Encinitas. This report presents the results of our soil investigation a in the and provides our conclusions and recommendations, from a geotechnical scan standpoint, relative to the proposed development. standpoint, Purpose and Scoge The purpose of our soils investigation was to evaluate the soil co property and provide recommendations, from a geotechnical standpoint,tl I tivett the to the proposed development. The scope of our investigation included the followin : 9 - Review of geologic maps and literature pertaining vicinity. A list of the documents reviewed ispreset to d inheq site and general ppendix A. Review of a Tentative Parcel Map for the project dated November 14 2 Sowards and Brown Engineering, Inc. 000, by Field reconnaissance to observe the existing surficial soil conditions subject property and nearby vicinity. at the Investigation of the subsurface soil conditions by manual) exc and sampling three exploratory borings at the site, y avating, logging Laboratory expansion index and sulfate content testing of a representative sample of the onsite soils. P tative Geotechnical analysis of the data obtained. • 1238 GREENF/ELD DR/VE, SU/TEA EL CAJON, CALIFORNIA 92021 • (619)442_8022 . FAX(619)442-7859 Project No. 147A37 Preparation of this report summarizing the results of our soils investigation and presenting recommendations, from a geotechnical standpoint, for the proposed development. Project Description The subject property is located at the northwest corner of Hillcrest Drive and H eia Avenue in the Leucadia area of the City of Encinitas, California (see Figure 1). The site is bounded by existing residential lots to the north and west. Overall, the lot is relatively flat with slight drainage to the west. The northern portion of the lot is currently developed with a single-family residence and guest house. The site is vegetated with a variety of bushes, trees, grass and weeds. As of this report date, project plans have not been finalized. Based on our review of the project Tentative Parcel Map (Appendix A), we understand that the subject property will be sub-divided into three lots. We understand that the existing J guest house may be razed and relatively level pads will be constructed on the two southern lots. Site grading is proposed to prepare the site and attain design finished grades. Subsurface Investigation On April 6, 2001, three exploratory borings were manually excavated at the site The exploratory borings were excavated to a maximum depth of approximately 6.5 feet below the existing ground surface. The borings were to g firm and samples of the soils encountered were obtained ordv visual so lsoclassif cat oun and laboratory testing. Subsequent to logging and sampling, the borings were backfilled. The approximate locations of the exploratory borings are shown Figure 2 (Exploratory Boring Location Ma p y own on presented in A p)• Logs of the exploratory borings are Appendix B. SQ Qeologic Units As encountered in our soils investigation, the subject property appears to be underlain by topsoil, and Quaternary-aged terrace deposits. Brief descriptions of these units follow: To soil - A natural topsoil, developed on and gradational with the underlying terrace deposits, was encountered in all of our exploratory borings. As 2 SGC Project No. 147A37 encountered, the topsoil generally consisted of dark brown, silty fine to medium sand. As encountered, the topsoil ranged from approximately 1 to 3 feet thick. Localized thicker accumulations of these soils may exist at the site. The topsoil is considered potentially compressible and should not be relied upon for support of fill and/or structural loads. These soils are similar to soils in the general site vicinity found to have a very low to low expansion potential when tested in general accordance with UBC test standard 18-2. Terrace Deposits - Quaternary-aged terrace deposits were encountered underlying the topsoil in all of our exploratory borings. As encountered, the terrace deposits generally consisted of gray-brown and orange-brown, silty fine to medium sand. The terrace deposits generally exhibit favorable bearing characteristics. A sample of the terrace deposits (Boring 2, sample at 2 to 4 feet) was tested in general accordance with UBC test standard 18-2 and was found to have a very low expansion potential (expansion index = 0). Groundwater and Surface Water Groundwater seepage was encountered in Boring 1 at a depth of 4 feet. This groundwater appears to be a perched condition within relatively permeable strata of the terrace deposits. Provided that excavations are not planned to extend near or below the level of the groundwater, it is anticipated that groundwater would not be a constraint to the proposed development. Our experience indicates that near-surface groundwater conditions can develop in areas where no such groundwater conditions previously existed, especially in areas where a substantial increase in surface water infiltration results from landscape irrigation or unusually heavy precipitation. It is anticipated that site development will include appropriate drainage provisions for control and discharge of surface water runoff. Conclusions and Recommendations Based on the results of our soils investigation, it is our opinion that construction of the residential development is feasible from a geotechnical standpoint. The primary geotechnical factor affecting development of the site appears to be the presence of the potentially compressible topsoil which was found to mantle the site. The topsoil is considered unsuitable for the support of structural loads in its present condition. The following sections provide recommendations, from a geotechnical standpoint, which should be considered for design and construction of the proposed project. 3 S47 C Project No. 147A37 Eart--hwork From our understanding of the project, some site grading s and attain finished design grades. Site earthwork should be With the following recommendations a g Planned to prepare the site and the Performed in accordance Appendix C (Recommended general recommendations included in recommendations presented a Appendix Specifications). that the some may C are standardized recommendations and recommendations presented to herein posed project. In the event of conflict, the supersede those of Appendix C. - Site Pre aration - Prior to grading and construction activities, cleared of vegetation, debris and loose soils. Vegetation and site should be properly disposed of off site. nd debris should be obstructions which extend below Hn'shedesitetingaarom removal of buried properly compacted fill soils. grades should be filled with - Removal Recom action of Potential) Com ressible Soils considered potentially compressible and unsuitable for the support topsoil is structural loads in its present condition. removed in areas planned for structures, surface improvements of fill and/or We recommend that these soils be As encountered in our exploratory borings, the mprovements or fill placement. majority of the site and was encountered to a maximum depth r of underlies the the existing ground surface. The thickness and extent of these of 3 feet below and should be evaluated by the geotechnical consultant during soils may vary unsuitable soils. These soils are considered suitable for re-use as co of these structural fill provided they are free of organic material, deleterious oversized materials (rocks with a maximum dimension s compacted, debris and sion greater than 6 inches). - Excavations - It is anticipated that excavation of the onsite accomplished by conventional grading equipment in good oe ati soils can be - Structural Fill Placement P n9 condition. improvements should be scarified to a minimum de fill and/or other surface near-optimum moisture conditions, and recompacted to at leas relative compaction, based on laboratory Pth of 6 inches, brought to should be brought to near-optimum store standard ASTM D155790 percent uniform lifts to at least 90 conditions and compactted in optimum lift thickness to produce a uniformly compacted G4STM D 15nd . size and t ) The type of construction equipment used. In P genera ,d fill will depend on the in loose lift thicknesses not exceeding 8 inches. P acemelt n fill should a placed fill should be observed and tested b and compaction of placement and compaction of fill sh u d be perform ed in accor ant. In general, or dance with local 4 UGC Project No. 147A37 grading ordinances, sound construction practices, and the Earthwork Specifications included in A ppendix C Recommended C. Transn (Cut/Fill) Condition - The underlying the area of proposed structures l should rbeschec (cut-fill} condition plans are finalized and in the field Burin checked when project recommendations can be g grading so that a differential settlement of the structure acdross the appropriate recommend that the cut potential damage due to (or natural) transition. Typically, we overexcavated to a minimum depth of 3p feet and of with area be conditioned fill soils compacted to at least 90 (ASTM D 1557 . th moist ion ) The overexcavation and recom act�percent compaction distance of at least 5 feet beyond the perimeters of the typically extends for a proposed structures. - Trench Backfill - The onsite soils are provided they are screened of organic generally I and 'claslts ov trench backfill as diameter. Trench backfill should be compacted b y mechanical means to at least 90 percent relative compaction (ASTM D1557 er 6 inches in - Graded Slopes - We recommend that graded slopes be con gradient of 2 to 1 (horizontal to vertical) or flatter. The outer Por at a slope slopes should be compacted in increments by a sheepsfoot roller as the fill is raised or overbuilt and trimmed back to finished portions of fill grade. Foundations Foundations should be designed in accordance with following recommendations. These recommendations assume be excavated entirely into proper) structural considerations and the y compacted fill soils or entirrelyainto dense natural atur ill soils with very low to low expansion potential. If expansion building pad soils differ from al modifications to the foundation recommendations herein, appropriate of the finished ppropriate corresponding ons may be necessary. The proposed structures may be supported by continuous at a minimum depth of 12 inches below the lowest adjacent grade structures (18 inches for two-story structure or spread footings bearing s)• Continuous footingsshou d havers minimum width of 12 inches for one-story structures) and be reinforced, at a minimum, with two No. 4 reb structures (15 inches for two-story and one near the bottom). Spread footings should be designed structural considerations and have a minimum width in (one near the top g ed in accordance with dth of 24 inches. 5 SG C* Project No. 147A37 For footings designed in accordance with the above recommendations, an allowable soil-bearing capacity of 2,000 pounds per square foot may be assumed. This va may be increased by one-third for loads of short duration such as wind and seismic loads. Slabs Concrete slab-on-grade floors should be designed in accordance with structural considerations and the following recommendations. Slab-on-grade floors underlain entirely by properly compacted fill soils or entirely by dense natural soils with a vex low to low expansion potential should have a minimum thickness of 4 inches a y reinforced at midheight with No. 3 rebars at 18 inches on center each way nd be at 24 inches on center each way). Care should be taken by the contractor toxin ur4 that the reinforcement is placed at slab midheight. e Slabs should be designed with crack control joints at appropriate spacings. Nuisance cracking may be reduced by careful control of water/cement ratios. The slabs should be underlain by a 4-inch layer of clean sand (sand equivalent greater than 30 moisture-sensitive areas or if floor coverings are planned, a 10-mil moisture barrier in recommended midheight within the sand blanket. The soils beneath the fl s should be moistened prior to placement of the sand blanket, moisture barer labs and concrete. We recommend that aslip-sheet (or equivalent) be utilized if grouted the or other crack-sensitive flooring is planned directly on the concrete slabs. Please note that the recommendations provided for slabs are minimums. The d represent an adequate lesser substitute for those that may be recommended by the They o not structural consultant. In addition, our recommendations are not intended to eliminate the possibility of cracks due to concrete shrinkage. Shrinkage cracks develop in nearly all slabs which are not specifically designed to prevent them. We recommend that structural consultant or qualified concrete contractor be consulted to t a appropriate design and workmanship requirements for mitigation of shrinkage ccrac se Lateral Resistance and Retainin Wall Desi n Parameters Footings and slabs founded in properly compacted fill soils may be designed for Passive lateral bearing pressure of 300 pounds per square foot per foot of dept A coefficient of friction against sliding between concrete and soil of 0.30 may be assumed. These values may be increased by one-third when considering loads of short duration, such as wind or seismic forces. 6 __ SGC Project No. 147A37 Cantilever (yielding) retaining walls may be designed for "active" equivalent pressure of 35 pounds per cubic foot. Retaining walls which are rigid or restrain dual their upper ends (non-yielding) may be designed for an "at-rest" equivalent pressure of 50 pounds per cubic foot. Walls subject to surcharge loading of vehicular traffic within a distance behind the wall equal to the wall height should be designed for an additional uniform pressure of 75 psf. If walls are surcharged b adjacent structures, the wall design should take into account the surcharge load. These values y d�acent assume horizontal, nonexpansive granular backfill and free-draining Retaining wall footings should be designed in accordance with the previous foundation recommendations. We recommend that retaining walls be provided with appropriate drainage provisions. also be appropriately waterproofed. Waterproofing treatments and alternatives should wall drainage products are available commercially. Design of waterproofing suitable protection during construction should be provided by the project architect. W g its backfill should be compacted by mechanical means to at least 90 erci all compaction (ASTM D1557). Care should betaken when using compaction equipment p t relative in close proximity to retaining walls so that the walls are not damaged b e loading. 9 y excessive Seismic Considerations The principal seismic considerations for most structures in southern California are damage caused by surface rupturing of fault traces, ground shaking seis induced ground settlement or liquefaction. The seismic hazard most likely to el mically- impact the site is ground shaking resulting from an earthquake on one of the major regional faults. The possibility of damage due to ground rupture is considered minimal since no active faults are known to cross the site. The potential for liquefaction i or seismically-induced ground settlement due to an earthquake is considered low or of the dense nature of the underlying terrace deposits and anticipated lack of a cause near-surface groundwater table. static, The effects of seismic shaking can be reduced by adhering to the most rece nt edition i g of the Uniform Building Code and current design parameters of the Structural En Association of California. Based on our understanding of the onsite eot neers gC conditions, the seismic design parameters from the 1997 Uniform BuiildinCode, Section 1636, Tables 16-J, 16-S, 16-T and 16-U are provided below. g de, 7 S1.7 lr Project No. 147A37 UBC Table 16-J - Based on our understanding of the onsite conditions and our review of UBC Table 16-J the soil profile type for the geotechnthe subject property is So ("Stiff Soil Profile"), UBC Table 16-U - Based on our review of the Active Fault Near-Source maps (0-36) prepared by the California Division of Mines and Geology,ones nearest known active fault is the Rose Canyon fault zone located offshor t the a to west of the site. The site is located within approximately 5.5 kilometer the Rose Canyon fault. The fault is considered a seismic source t s of the UBC Table 16-U. type B based on UBC Table 16-S - Based on our understanding of the onsite conditions and minimum distance to the nearest known active fault (Rose Canyon fault zone), the Near-Source Factor (N.) is 1.0, It (Rose - UBC Table 16-T - Based on our understanding conditions and minimum distance to the nearestoknohwn activegfaul c(Rose Canyon fault zone), the Near-Source Factor (NO is 1 .2. t (Rose Sulfate Content A sample (Boring 2, sample at 2 to 4 feet) of the onsite soils was an evaluation of the degree of sulfate attack on ordinary T an to assist in was performed in general accordance with California Test M thod)No 417 e. The test a soluble sulfate content of 12 ppm, The test result indicates a "ne li • and yielded sulfate attack based on UBC Table 19-A-4 criteria. The t g to sp degree of type of used should be determined by the structural engineer. concrete specified and Site Drainage Drainage at the site should be directed away from foundations, collected and ti to appropriate discharge points. Consideration may be given to collect rainy e n by eave gutters and directing it away from foundations via non-erosive devices. g roof drainage Water, either natural or from irrigation, should not be permitted to surface soils or flow over the tops of slopes. Landscape requiring a schedule should not be planted adjacent to found pond' saturate the Paved areas.avy irrigation foundations or 8 SGC Project No. 147A37 Plan Review/Construction Observation and Testino The recommendations provided in this report are based on our understanding of.the Project and subsurface conditions disclosed in our widely-spaced exploratory borings. Final project drawings for the proposed development should by reviewed by Southland Geotechnical Consultants prior to construction to check that the recommendations contained in this report are incorporated into the project plans. Subsurface conditions should be checked in the field during construction. Geotechnical observation during site grading and field density testing of compacted fill should be performed by Southland Geotechnical Consultants. Geotechnical observation of footing excavations should also be performed by the geotechnical consultant to check that construction is in accordance with the recommendations of this report. If you have any questions regarding our report, please contact our office. W appreciate the opportunity to be of service. e Sincerely, SOUTHLAND GEOTECHNICAL CONSULTANTS Gene Cus [� tenborder, CEG 1319 Char s R. Corbin, RCE 36302 Principal Engineerin iSt jtED GFO Project Engineer G GuS1 QROFESS10 tc, NO. 1319 co Q��, G CERTIFIED CIO Eh'CI�EERING � v 2 z cn� GEOLOG►S No. 36302 m �O^ CALjfO� ��ql CIVI Attachments: Figure 1 - Site Location Map o- CAl.�fa� Figure 2 - Exploratory Boring Location Map Appendix A - References Appendix B - Logs of Exploratory Borings Appendix C - Recommended Earthwork Specifications Distribution: (3) Addressee 9 SGC ' � ` / ` ` Os ON 0133 BA [Q UIT Ar 71 t It OL Qk ` T"e . \ i ` ` . ` \ ' \ � . . ' ` \ � ` . � . \ ' SITE LOCATION MAP Project No. 147A37 Proposed Lot Division 248HU/onomtDrive Louoadia Area of Encinitas, California Scale (approximate): 1 inch = 2'000 foot 8uue Map: Landslide Hazards in the Encinitas Quadrangle San Diego County, California byS. Tan, 1986. FIGURE SGC N n. w Q � O H Q U c o a, 0 o O J ` co _ U N c0 to U C m o N co J LtJ �- - 3/I I�0 _ _-- - -- o CL cc 0 1- — Y - - 1 - - - - c- 0 it 1 TIP 11 I 1 it Ire •'�� 'I If : ;1� �>h I ► 1 Cj�Qs I , CN I � r •1 I wq� 11 Qlln .� I I c ad q I W III ^ 1 Q 4 t> -•� -t) 0 Q W I I I Ya /I W 11 ,! N�� ' I 1 �1 I }• , Kt 1 1 at ,I I � ~� II •I w I wl I I 11 , � I ~I ; O N 1 .� ' I .t-• O f e c 04 m u Y 1 _ a nI Y p ;2:1 / a N O i I ! [ / j nom W . i Yg�y 1 _ .._ . . 1� — — C iL Re r ( g 4_... co 1 �Ie �C In bl Ch b. Q'R ad LIZ $I N --jN Os`� ! - p o, 1 a L`I cc o In CL CN I q 1 I— co -a o i r2 E y Z :2 -0 N > N co O O Z m a-o 5, •t;��•rt {. r .1.•- d ;.,' '�# •a. - i ,-�:;� 3 ?.,'.'Yi`' ;.,,:.°s 51'�`� '��`' � � ''v t •r:: ,�f,�,rr/�,'Cy�. 'c if.-%'r. f1 3 ..-;, -'��,,�"r tZ.� ftY� t sr :� �'4' «;y. A Via• t �' �' -��i �" t,� �+ -c;�it �;�.,��.� �` <+�°,�",.^ a r' �«,��� �' *-t`�c"���'� ' 4;� �� s`&'E'�v�� 1�,3''"'•���.�.�+2z��5 y, 92 �i�''.Y,r > + .}.. �' 'r�,ti. `'��.' � r' . .n+p�' ��'L'"N,� �'F-� �- •�" r,:, J'J',i��'s}+���. `1� .?��"< �t':�v :�,� ,R,k,�'„�x,�a�.. 1.r a''S Y € rT%p �Jt ,nr •El yti t wr-' ♦'t{+, r=3pr„tla F :„ ``J,.r .`U� .. A �R�tY, [.try .< lit M�`{.try.• ♦�.x` d r;Na�#��r si k.,t��,1"'�' }•, } `,. F 'i } } t. }• � � � n �;?" ,,yY ��s,`� �!•;,Y'w+tY+r r*ar+' ,�Z��t,�: Y� a�K�r �C�,� :r �� %h�,ay �' �� ht3 a :k` r,;•s: LyS� Rr r •rcj`; ,. '{';i^ r ,.y k "s='fr 1x'Sx` K 'ixp 7' �; `'r.�'.;W !:.3 -w �- r r�*d:," .�'k rryf'' yi?3';,. �'�'.�,. rr•' i'a��: ��t�f ,S: f!n �'��p L,.}�'d•c ;`�L,::`�'4r,i4.'R`��:a,m'fi ,f'i'� +s,'��t '•C ..�f �'+l F d• rRk�'? � �'S,,r,taa •'L'as� 12r t p �.f `•4 > .,,sf..w r;'�>.'_r', 'k..a,�aY M ';'t.,'�Y Sj, t 'a 4 ,.;z` s; „Y±c'S;.iy�.f}�•.9"y t 'S; '. „&, Fi+tt�;�i' i;..?�-� '.7 •`.%S' 4b 1;::xf i tr � '�'"C��,��,`"` ���'' .s•{.fa?� 't 9•. rKjS,�f;,«���', 'krll.'•.`rih"' ,h�bj�,J y.,� �:,' y 'rR°*�p �g,a '< esY'�tS;+J'-•a -..r. j,A''� ;A:`F`-�+ �.�.,. '?M�,i;�'` r;+�' .,�sa t� '?.'�. C.",'� �` ki y3? jy.^¢-. p Yd'x .':Y.;tra> # '+'4t„g..axC t^J'al:•! a'ry;:.Lei'# "' - ,Y>- ,�i a•.�Y St'.,f. 1"9i'ys �-{ri,•r, `+„M;SQt 1,p'�•< k�i fir• ' lx l aoi mot, ' r t tr w � •,,' �, � �->I '2 .� < +r ap >1 �• b: .J} d�,. t`. ,.s°:=6, t, ,'.xY. Ltf >« �;. :.a s \ x« �',P°f• � g. t:..j.: ��` rp• k'p`r S �•yk.�":''�r ri `�s. k �#� .� ?, c"�e.'S �;..°{iz,:, P o:.-a�',>< 9 '�r+ , aM: � '% ik 's.p a 3 '� .��'r `� '�?3+•F! i` ..•`Y i >Fa ;e v., _s,� 'f,_. u,'. e _- -. :_ : •' L S: �q •ry ,'.{�' t' �+4,��,�/.t 'fl'� �r:�,•!�`' �,."sV}'"!{rz+:;'1+'''' r �,�.r•'::f�,:.�r..�:,�' tti/er'yt'f 21 *'+ . ,.. � .� rS •Fac1` *"t+t-w Tai ,r ,a �;, PJ'y'_+Y ?., ^f� ?� :,�,. +'l�,'�( .� h- tk,,� L p5 t� i1,aa fi r t y a,a yy ra}�`;= •: ,.,t -...;.... .�,�.. :.ir+- "��,.,.y� Y �t�ti��rt Tr'M., 3 L #,i• �7 y 77F!!!""" � �t;� a, �� �' §�n w` a a. •'Y.. � fg:r`J�,. , 2,t'rNtT a. h4' •'�••"r> rlt, "``, h �'s; ,� �3' "� .,� ., ��i��. a � �*45�.� � h a•r'Z.w a ir�� r'. ><�^& xr,: y r rr"�' '�-t�9 try,:.t r .f.•M,,, r e, ;r �+q. �'r'`�.,:�.c <.� ,'q'4y1�c�lq r � xa ��D �q't'' �.{''� "3r1q,,> �w;`•j yr s?�;' „�'s�.rr�"».��w�'.'a P'' 5C '>r �'A' �3,,,•�y-,i y 1 r'-': �,Y'r}t �.L "tiJ', �fqf f'1:'Rv fL'�F�- •..� + 5+'`'S,,k'Tk z. "q r.ra. g*w" !\ifi .: ,U'e. ^ 'ST5'< ':,`'rCn4 i r"_-�i-�iY- ..;t, •fm•r«•' :,, yxlY.� ,u!a°'�,`f+�' �'x 'If': -.Y,,;- :6.' '` i�",�Y"4 r.,:fi ,.a 4.., "�'' f •y 7k. h >$s;Yt f, �.�s>.: n;;n�C L.tl�'*"•p�-, 3 .-hd,.: c,..jt, .t .r'".- ,'.J aqa; ,,,.^, 'S'.cM.-', s5�. ',�St, .y.,. Y�'+'3La.. rC. j R .`c�:�h- s rz.,,. 1 �•ti-'•.i1 'ty�, F' *:, 2,.µ .ii>t "f' 1' ,-R t c'�r.,+",.; t"'f r. ����'%� a' kk'' +t�', 4 "'T' � ,.!xr � ." r't4y#„^s trdo}. �. G ^t• � � '�",n ^.'.�r,§'9 '•t '�; G,r'- -:»r r.J`, r a x° x`Y'.,a,,'+r t t':•`>�'' "z f•"- s^^ <,r x �K•._r Y'e x �. 5.,j'k,.+' ,•rx . "+�.y"tt"�y'1: t '�} '. a ', -q): 1+s � ,d=`�.a: „�}++�rm f� ••yw_'�, v,a f���.a�t'- � sr3,,;E£•'� .k�.? ., �.r%' Jrt' r.?.• s. r s.?a.'r47.. '�.>2:-- vy;,d "',,.I d$3y of i ,..>�r '4�.y,;-t` - �x t ;" ',�•.° > o.� .d- 2'.,,, �c i -4?i :� r S'e •i�t �' .�' t ,4'( :N ti taxC,,.a A , > +{.4,sy c, _ �A/+�' �. „'3e��..ji�'- =ts,r''�,�°' S•v'�.-ih yC 2•'';Ga. ;j":�i':�`>.r f�"'''..�,���' tamj, '7'• ,ate,„�'-*r.: � lsx� wl.f •<�' �•?�'.a�,�•z Jti>'•,��%,C,,�^:2«` 'S'�..,r. ,'t•.`'.� 7,�zilti6: t�'r�• b�. ,.^L-'�,�3, �T-,f �� S,:f.::��jy .r'�:Y .n+�.f µw}1 'rtt u�...:t�+�: frz.ti ,gyp,,, dr}�ff� x y. ,y •Y: +•�;� �)}•�.s;a>j��..xi� s:_".S a. r•;N!..a,;•s�y,''�'+,.�i .,G2t1[;� `��:i:,•�'k.�k:, 3"N'.e'r'k1 �..�:C+A{ fY,'�Sk�9 t:f,. `.'y�i°r�';i�3` t',vS�^,I�.r ><a'�`§k;..`k� 5, 'µ:Th�'J>+.t -`�'lE!S •'f• �:', i �'." T�' '•t?�..�,:a}',,,6�•,,.� ' ��-,_}�1 �b�'1� 'f�! "3 yT�, Y�.ay� '���•oiY "�.. '..t.,•Vyt�"'7' '"t��r1�t �:�7•L 1 ;`yt7 :lk'+U�.,y �t „Sj'.��, 1,�,�'�i r' 3, {'�`2'i :-'�.r>ty �' v3rA,• iy,ae ,fix •r't"r.Y.7'•�;€a,..a: x r -�"i-�F.+p ,.,a fi""y. s�r'V_,; :"c £c9 ?:,'; `� ...z -5 A :. °`::5.• y, '.%�'h�i{`. .t.+a..;,`fa' Y.,`^✓S��✓ rd.7, :'•,.t;'i'Y „r.; •1;n•'+Y !+(,'"r.,'wnr)f, ,-t"4.' i't';r k.+F x�. , ;iR� a ss.1,'t"a *„r}-.R.rya+[ ci. :r ty�i.;. f„-if.N! _ '�+ `K ir�"X 1..�`�\X51, Z� fdJ. � I1>'''%'M ,t, 4.L;i 3 jl, �:Z:�Yw t�" •t- t i'� Ji f� •I,} +"j✓�Y'f.9..EJ . w ' t'X��yt�v rbr,�., ;» ,'1 S i�?ti,�:y�'9;�r!,Z,r`a$Ka �'' .x.at"r' �'f�•r';�� ,��4. --.«"�9 ,'S$ r'- C" �r.�nwt., L. `t?�f'.:rs• f s+;f, w a .r�.. :: a -c ,t ,,•'f�+>. 4M�. `�,.,,�� ..;�,C �`f f.• 49 '� t'?• .,,�;.,:: `".'�'5'�x ''�; '�, � i- ,K ,,t�,.ria<,Ha�"..p f L a Y^^-.'��, �f4 .n,c;?•;'rr «;.S "'i",1.t�$s�. M, <r�j:'�f, .v� .ty »� o � <,Tr �;lr,• ,5 's�,e �. "x`i.';rr•,,�tt `�s';' �r �rtk'"; �r•� ,r.y• y a. µ 7.t' ga %,.,, �,,e„'�•� lir.� a•,l"�,i..: v sAk a�'. �' I �k df� c. -ry 1,�tt„ 3'S•.-4,', #�"v 't�r�f'. ��� .',}. '`art�+�!i`�1C+a•�,-'���"� °A;p�.''-'saat a.�,,F'?55:t � � :,eta_i;kY` `.:��.��`+.��:�'r�,a'+.r.x ..'s�:�'r�rea�":.e•��- i. :,,fi to:av ,rc�s,'�.' :aft'+a,t f.:;::�d,�a,f:};�... .' .- r- .t. '*" K�''"$rx 'Y..:r a4 ai SE' '2 t•,., ,ra r '.Xt:n. s 4 si` t"., e t r•z -,.:,�,•,. +5,:. -.'F tt '4, -'Gx� �J t .tit r 1is7,•.N°1t.S � 3.-�'. i": F �,a f '1+F Y�, Y 4:{. 1 '�.Pik � te."""s, .'t -.r,. +` :r.�+${. �' Sa,,.,.. Via'^'. Y,Y+ ";. ',JT� t`r {y k,�::. � 1 ♦h+ �1`:� � Yiro t•�'rr {�Y� A 9' a .."t.' ,Y' r� '..-'%'� .0 y ttr-(�a�. :r� g�1'^�yS`..,n e .�?.a;f-�,�,''a�v.a�•fi •,..qy'h.«,�,;,9Fi�� � :?;.� t�Y:�iv r""yT,r,.• C'h{f'+w�.r:� ,A,..� �;a R :ear *•..r,y"z..r.'a 9sy�:pf`' ,.,S �i a.. :kR.•5,.,:: s�iiFr�. • 'tL".ter} F��.',7!r\. ItTr Pa`4:T1 y -M"IrrT:.s..,Sl !t. - ,y.+,-;y'L ,! �Y•!I F..-""'.L... -u,�,�" hy;; y, J:�..,, a, 3p..3` ri ,t. .• # .� t J .� ;yyf :. t+ -` t .Yf, i''T,`j i'�'1„t ,sr t"`:1 V>,a i':;` a` :,r',t. '`,pe*.rc u, ...<R„+ ?•"t',,`�*Fxa`x, ta„ ns .x it.,j!�i d, .a' z 4'f;zyt?»F.:'.?,•++�y�S! ", �' ,,. 4 E:- 1�* iy' , b-+.T w S'i'x?,?' � . J` -V§.r.1 :=fit.. .;t r 'T I V-1r"w L.w,•Y r-,'i .e+•arf #'c;, r ��, '1�i.-: ,':a" .4y�.'f, ar vim^<r`C'i,.sr. is '4,,?P .•'Ek +re '. re t; .:a,4t�1-1�>„-F. >ttaS.u;:r "'�t" 1+}e'`cb��iif'+S /t.. 0 w�4,4. �k, 1 ?,4Q� •a«Yr,�r��.:'�`� � �'")'C''"�.'�` fiX`�l.'k '' "r,�Y'°�.:ady �". l.( t`: �'r:.. .:.;4ea ,ti'• ,";:it .�, f",, 'Y,:a-w,{ _t-..?id S. 4.';-fie ',$)F`,'a r,f11t4••✓t��,r,FS a�:,a .1,<t k< fir,: " ,},h 3 r:.. n-,�.• .+,. xa���r .e° 1<.eF'�.x 1'. .Lk.r:,..�{�._^t�b t +r7 �'+'.;"r<'r`"' �' c°' ,{�..'.! rk'r.,, x, '..-�f'.{t :'v�,' t 6a�'?,. �xt ro•. �i,a�dl�`ca�:[S�<r�,+, w.Y:7' F :_,�,..4,a��y+;-0 t+,<ti x:..a bf t�,t�.�,� •a,::fs.:1r N. J`t' d i!'4;r;+aa y7wr�J�...�4;t�.�;a, q.i v..t,. � a-:: x S:+h�' ;.'_s: ;,�4y 't.,. '4 sL. A` 'i. �'•:e� 'S<. ;. s;Far,,'A:f�r rv' „} 'h:>s�.+- }'� ',.'r•t '�?: -,ri .g ,.. `41.,.v�,��Yr+ ,y. s,2i.,x^r "S r,.s'';y.�.} �;e'»'�Yo G 4,�°°.,6Jr„t' ,,`_'k 5•-,: <� ;�: k„c,5; 4"'Y. yti .a ,r ,,,X n s� x ,�..5•.yak', F.':.ty�-:R 3+�":;- j."'a., cy ,, !:'ri.`,!, a•M a!d tk yvJ• �n,,y„p 7 J>�. {(,:.S R!•;,r y4,ta.. Y a, a'�f.•t?r ';,�: Y. .+ �., ,C%. a,4 rt 3 M.J^'f• �• ,+t'7� r t� 3.r. 's :n-.f -„ 4.Y� 5 t"l., a - a {�,:.ia.� S•r?': at1'Ya t ��`° ,.�,,,.• j :,,ff^r>F\+t �'".��5�'"'-�;Lt+ , 'J,''S ./l� d!'SS';ta�--t 9.?{- -.rae s�. d �t, .;�.-- F .�f•�'� Y 5':.� ti"F,, .,..? t <:;i�K � ,''`M ,k,�a: r-�tr G' 'a'�w.:F, �r?.:. ;}y.��,R �>'�'`". ;�a�-�+:�s°JQ�:�?xi'•�'�•�Ka�l;r,?,,ry.�" ;'���: h"'.t,as..i,,.,.i:..w. ,�.c ,.�'1 ,.r ¢�: 'lC��va.�c'"��b�' _ Y�f,w, ,u:,b+�af+'�! . ty,tyN�++S•.;;ti:. q. •F-rr.: ''`�«et• , .1t''FT+°.!• fzsltRh' au.>i.,.r,. .aye ,✓.•,KjjyY.:f3."' "'+.C,_,.'^' `k :r}'.a iik5r ''-?' ..,,rr. ,yid" �.a ta,. j;".t :,�,,., r-r,a, art .,pzs,t v+}r;;rr•,:�''• »,•, _`nta Tr r ,..s v? ir ,p, ,tt ,rif ty,t' �. '}y,t?�^."”. ri !i,•<..y, a;',? h {p ;3 ,x'�y.. t A,�' i1: y r,,Y x�J•P W"1.h a 3ra1�;v.tr k z .2 .:ai•1: '!^.. k 4.''e{. ' A .:ay.°9 r af"l' :� },5• '�y r w?.s•q °$7,•�°r bt. ,a r dk; :a .•..i3 -•ray;};i'eti #r y�',. +�... 4 'i?y�'`�1L` taY•'...F� �',rccr 0...+f. .{a'' +9 �'`kz`P iti E r.)�,+'+`.r•�i tit�ty 7i t 'kr ?!"Y.':c... !r m.�:. r4 .L:.,,.< „-„,.e ,�'.a,; %''�''..nr-�`i'� '`' : sj�, a.^µ .., ,,$ ;i` .+!.: f`�.ik�y; vss�� : •..:,�Ci _ '">..,.;4”: ix h" ..i k 7 f a, .t .Y 4�' t1 .a# , a :•:,•*r• r u t+j .,�.r' rt. `� ,,. ,4, a+,tt „� y"tr�. !. ? .. ,t rr's.�;,r••(4 •� k .fi- } r ''i^a�x� +1•ri;,4 '� :�4, ft�'sr.:'�.�" �..�i�•�.' x. 5•' a �. ) �^11.s. b % !� *}I,� 't� ,:?s F'ati.,r.'a> ,t,'tp ,i a r ' r,:f,r .ilt1Y tk:SY ',y :sf36tki , .;•:,r*,Yw .._ a.,}ky ,.. ,t5�, ,{a t. .l•,ZL '�'"l. � .-.tiF R' F�' k ).-.<.. � A.�-\rA :. .t• Ct�'..�r4 H �.:.::� ..A^;�.s .fY�Y .�y.,,i"C '�"..f... �;.� :i:� l� x'�r-r 's:.. 't• P s:r. a�'i�`..,'�'i'b.hT�«�?x.c4J r p„ �.r.r.. :rr, ,t 7, ,�,c,. t ..:;a'' � .+�wyrsxtt°J ,,.:� �.& a.,y.�t M.a1� ,? 'S.r,, t ° a ' ",fig?"- 'a. � !+ ,.-�a< > <ti•,y,� :r.fg 'ia^• �i T�' 1r G.,fi� �� S *,E�,,}L •'r-r'd,.�.r S f•�•t t�"` �„t Te+7,�<' i:. �' S4a.`a }v�.•"Ei:r'.;�.�°, ��;, a, R_..�n- "$!5t ,�y{ ti l� ti ! 3fi�`� p�+ �z��sf 'lz 'J. :!t::r• ,,r9 - x ... .'r:J �� -.�" �,�''�2" rs'��. yt-�•,a '''_._ � Y y?rJt ,�,i�t�.. ��r 4i rz..r� 4 H-�''' ,-�.*t ri' .�- tt h ,.r �aA,� ?i M r".aY4F„': `' '?�-' ,.� i.?� .rq t, ..t• �' T + ,i. t w�„ 4` •°+RF,t f.,'a.,t r -rya r :6 r'• �'l:,aa a 1 eJLa;�,�rd .prT• f y}' (a :°; �4.•' v 4�L1, +'A^�, :�7•� �'��, '%a+h�.�.4yG�rpR..ti�l�i. 4 pf�3�; d��� t.._;1�,,^ �s�.a• .f ? f.V,�f.. 7 '; �5'"` r.::w �`. ' h«a.::r 3''b4,,.`.'�4. r p v?r`.'? ,k� `�2,,,. 'f Y�. $: 7'k L �S ii� v .xti .� � s 4Y�-t4 �•pr°k t o �: ,l'!S 'G 1} t Y.r �;. ., �a¢ 1t:� ,;_a � t'''yt��':••����.�,.Ai. ,¢. . �:_:�+4,. :k:�: 7'S�.h',9A +�:y.:}ro:5�..{e' ,aV, .w ..�.-';r� !.`!�� `.+a t'• .,5.; ,� w� e�s�ely�y...ti:dT�`;Y7•Sh k',5.;,,tyk�.ti<y.{, df,c4:� .Pwa w•� z..af '+?':. ^i 4,, ,'P ifiY•yr' C L, �4 i' ;., .W y. ,y_tii Y, .�1/.:.l�S ■%:L,'!D'X� `.P:,r,ts tc. i'S rrlch� r.•, Y+.ry «y'.- «Y. � q �.,ar'•`a 6.{I;.'a^ +�*�. .,..� ppy� +�.t;-+. 't :i.'sr' ri.t"..ag,`} �yy., h $zy;,i.rl.� •c' "'it , . .r,3.*,�-,.J .rR,P�;;.e xL, '•- ;*.'�'. r:. et �'.} °`tt.4n.,"-` �'`..<':,�yySe `i' r. .� dx,;+'. �{ :a.u,' Jsy4;•^` �jcs �',e1�i'kr•e `ai�41( � r;.,f•:.r'tyz",�r., y#:�• s¢ .yr:"*, 'G•'a•+! t,.^C3'- �I VratP d{ f. 5 .t RF '-;4y.'.`i?^.. '��.P' a ';ti"Mp.,«a k ;�"'y '`a.s•t3'-.' d`rt'?y r.t Y�'.�^rH'F:"7r.'�4<.3:5.' , :.g+A•. ,,..s .J.ua1l y>z.'yC F�� r;a�y,k.w uN-�r FA ,) w, z; ''�t.�*'.^'•`'�}t'.�1r n t�L"S�;. �' },g�r^c��'�Y-�:".'t%!g o.t�.'r�t 1�'a'F r+i i;�tAx4"'?;a�+Yf Y,�y t;',S'Ti.n 't P.}>kn i*.�g al,'3.t$i�s at l ti�.�v f�.1#Y,;t'�a, .,r'��+?+ ;Y:at p*t.+�jt^ rF,{.. �j'L.#-.M r <. �ti4_, ..k J t k'•'.a' Sy. : - :.-tv.«. 'ru-.t{a.i}.E .ri:� tt l}t '•l t .,L >r.°•t ,.4{ `?i r � - � °,:ki:2•G; >«i �'� t.: ¢r x t�'F.:s, ''�< ,•�.'. 1" yr; b t a+r-w��., :,rp.. Jtb'„ t ,,s,-.$�`k'"�'`s;'t°• rt r.''{,:�.`, t s;`��� f��4 nrtf ,n.� f�+taa fin'$t ..;u :s.r• 47��"ay.;�ryy,�,,�dv '� '�,,,,« �+�ig 9��7Y:fr•4;,,,- 9xtra' '.y`,���. +i��..7:.-a.l�.•, �i'a,L�"�`"` :�. _::,i. a w,: '6` • Pt x: w .j.•.s r sZ S T tre1.. ;rt.r�c ,1: 1 sc *F s .a s .yh ri w r r' gg�y #� '.G±rb ','4�yj' ':t1'' 3 � !'rt 'F r fi. � a R:r r is'i,�•k, � � n t'ti a� '4.,.,.Yd +`-r- i': S,` •„tr a r.�ry ?_,•,'P :i.'..� °,5,'x;TD ` to yL.a '�✓,:i' Y'}.td".xi ¢ ':lr.-Ek' �L :1i',ik.`-r�•+CS: "i y *ya .,,�.s} k^w .,Yyy„7,ka1' �•� y .P�zr rk: .�,.,d it �r ,x •y�'F'',t 'S.{ -.` `='s'S - 44, :�F^:?.•k}}-�-, ? '�v� Y��: r'vai��. Y'Y !� ~ > '�$I' ,.j «?:. s ,;5:, `;a.�,,i:, •�, - ,.t+��, >Sf�ak•-,�, p4�, m. 11r a<F�+"� �� .E ,�:c.M � -'' �.>„ ��, �� .,� .tla i .`� QT �-..,3. :St yy��xx' -�¢'�' S�rF�. r�e�,+,:. I. r;,Mjr fi"{.,,,�••r r �Ti';se' n4 ��T..°hl rra F.�:}Fi3,Y w�...5.'Y".�ttri, ,,.r "rkr.y alt,.;�,S..;t.}a�,e...' rfi�. r, ���,� r;. :.- y.1y�..�.. yt 3�_7`�..y't€`+a'�"" 1ti'"V4i} 4"-E.•YS ds'�:',i�'�;a,• rvi r.y"^: �M r�Rra �, i w.'it,'� �..'r •"''< � .a:�"j rf o i k+”`f>',�`"`Y o...r��'S,. -�`a a-� �� „e.,J� d-. 4a`% �:;;�L,i :?.':.mL'SX'r k."' e''.'S'. 34�v fi `n� 4r ,t" -r.r t' 3' t'7 fr' 4}•r;ye;gea,;�'ty.,. ^��.;`a3?' ,lr„C�. �r � �yY� �• .Ar4 � ,,or"y+4��.R '�'"��.'�r;,, ,*y� t«,€ s*t ' ,� ra' � '->!'��in �,� tn ,�;.�� ��. ,+ •; -y ',a�a,*,.e �1.-> :F�>t.ry•r _J.�!• � �'ri"<,�+. :.t. ,,.�+:,Y, i�>.��i.¢ �,..Kt, �•f dx�2;�rr 4 h�,};,rk :h 2.':,}'ir�,.. r.'tt sas. .r:�"r�+u'.::i�i '� y� '` J tk�'as t (,,q,_p'' t 'Ax+ .'A. +Y.::ye',"..s c Maa> y.. i y•r,"'•S4, *}:' . g' h,y .`fit ; �13i ,e+ .rt-c `t �:. � �,. r t� �.�+ .r s•J��':£-?r f � .2. 5 '�`�e 1, "1L• 1. r- '""� � � `{" v ,tr. �r -t° °�5,. t+`f� +c-..,� .I F' ,ft a *C � � � �: ��� 'y.k'� _ �{`. r�°' a P.� - �.rF�r,r={ r C,;1 Fti� •.+�.�i�y,,�.+!' �'`.ai'�',.?.-i' da ti: t'i:�a 1, cF�.�.}�R'-L��•'w rar;M1',�,���.ra 7�-�•i'a�t<,:�ao ;,i��:��F�`; k ^"�:a�.vj•,�Ys4�'kj•+� ! '� s. �'• ^'" ..(. .`� '�-2t�s`y� .c.._4 �',�a�-c`avt arN ,;F`-^i raal; !��.}� `r��,r� t21;S Kkyr �� ia4tra t.r, "�'.'! '$.w . � �a• Y"`�i, L +. .{, �".''�' "kk',p3L -' i Y,aa ,'l:..tt vf,�;..`s t�'r� arvY :>.�' iFS� a e, �,t 9-: 7,'�'i<t'�• : J h, a.-s+.,I,.1r��:,:. XA,... i' -''' {,F;at�Lr`' 2 'n` :t:+a�'. t,o4, A,a• "j, ,yt y`w'YC 1..�`-Y_o. .?r�cr¢'t, �- '}' :r- Y Y} ,,!2 ,y i_r:., JI't.'� lJr" "l+rG,Arj '1`.k�J;r 2."'s..r:': ° f3'. Y .5�.�.r , ..,, .,f ,z`�� T re s. r .�«,i` i \if i aS.,h •,c•,MC� r' y t C � ✓ �'1.-.7t J.�...;,.,+rf ,;a 1 ,! '"^3.r :� .r3•ia Y'. a• "ai,�n%,i'.� "°t1r :°�'.k�ln!. :.«�t s::�1 ,�'� t. .t a.;•k.;1C a 4 yP.-,;s.Fp tr.^4JAT�•�...�'.'-��'. -�Nr�;'x€'�i a'} �:,}. �i'4t: .!�a'.`r o;;: ,,� z•� ur• 7' a. 'c,,`tv '�;•,. T ;;?r a� .ttt., f �„ 7 w? :`�< t a1h ;=f''c ;r. ✓ ;� >r r�s o t;t,��.-.a.G�'v` �J, 'kIR,�' �,,,.rY�r,G �f`..+� '4''+ ..6.� ',�i"�..t48� '°�'Fr.�,{'�y„$�.rim, y} I:,,f. i.��sY J�-�:' y t'•,+ ,,;i.:fr".F �<:'�,�+. !tt«�,.1,..� .'zti,;-.tr'-rr •P;..<,i*.. tz .aq„> .a,He• ,a�t`�••lc,..d .;'?. 4'•t t 1, ,,.4 a�•4r:,'.i: .7 „� FD'�t;!'i i" s'r..r.w t.,.-t siy;Jv x -r.C, xk r � �,,,„ � � -wl.r;.r,;zi�•. '. t'9f J'L c �F�; �n -•• a„,'�'."„ Y �5..' . '0 � •' rr..t.?.- A.'�:3'RP'',aF�.t"',"�,,'�,T,=:'e:,r,au i t-,{ «""p-' in,' t )�:tij�'CY;a arv.7,, L.•�iv. P, .,t�l sL r'."v>' i?? � .t� - j°-a. t.r,Ty �yd.'.�'i.�;y, E't Jt.'h-.gip Y" !'�, ' K. ���_�. �,t.iii P?r�}r. .A i5i,'. •e�'a...�. t�` a,°�� c fiF`y+,:�'s�.j�' fl,+�` �f` y P:r,,� � '$F � r� '+e�C'�; .+ �,, ,y.� ,t°y't'✓ a''"#�'C' .. ,.`}. .,'L+.+� fit:. 7 � ;h.i�t'C 4,� '�?�;'w. +.�`° p,�_'ttt.',-r7#yX�'fM ':-n.c'"� ,v'.�}•`�'� ',-:t {�', �-z., -c����,}iSS�u+-�r:,�� a� ,ar�.,. �k:� a :}ry rAMM,U �� ,ar, a a r�':f !✓„i�,t ��� 'h1 ,.�,a .Lt ., � [ "� �§ k �9 $ ."�.:.r's s f,��, ;1• a•=}y :�f,}n.xz.„.; "^t��a`} •.:�f.,ar"` fi :24. ✓ 3x`"�• t' .c,:'.� �'{i.a �.i,�. reti'}•'N..:;i •L 4'"j-rF,•'C,,E7',k��'y°Vk�,:.,a.�4,7�8. �,�.4 ��-.tiar k'0a�' „�r�, `..<'fk;. whC�v�,y.,'�',,p rf;- !"a'�r -L.�,7"t,b?;'��+'3•f� fxa"-n:. t •I�,�'•. ?z:< Y:. i t ..?, ,Yt y.;;{'_ r., <Yf�ld•t, rE ,.ix .1n.;4 '�� a ..�,T F r. 3.S ''j; t t hi. t r"'' ,, e�'�i j;'R ar.. ,r ;. r •-� •�' a,� `�. 'V� }y_.. �? - Y "�;-`+{ai�i .rya;"Sai°^ ..i1�;^.u7 �r £.'•S ! �'P' r 1 5t��°+' f'.l�M t: �' � 3�'�'::"f�'��` �•�S g'tz�•s.t, :�,l�i"tk�'.'`"'��S+!`jF.:"r F��-'�� ,u 3 r ra.Y ...? `?,': r; "C.,a, � ,1 yL,K,. aa .r "517. +f:,t,,,+'�LFrapa,. s•., .., „!'.r,,. t.+:.R r.^t t nA rv!`z.�kg.,.. ,{,� •'r' ;: fl.,-�r"r,•yG x;,,:. w�•^ ..-lC ,r. �''� J` .N"h`d�,�.',Y7� �tf�f.r. nFi_,��•Scrra,^ .� ,t GeV',:.t� -f vt:l.�:�`.: r�;^e, ?h;,f'a ;Y-"`' L�"ar,.��'`'�x'�`�`?' )�,f t: ,N'�-,tt '. � ;i•t,ay. ?ij` >S _ 'A u� "? :!}�,'- r'r�`'a-y� dfr�fi�;: �`!' a.,"t-'F-•°n'.,cr .i1,, - r4lw�i Y{.7. .'S.t:�-'.a,.d+�r`2,..r4yA.JM.�. 5. -'S���!i a' o�.r:��� �t S;d� ;� �+.�'"-93s��,.',�,� ':�,._� �F'. . '�,Er ? `' ..ow.aK��.. ,�' ':Y�.�',.:��'�T•�..r,,, �,�,e!Y�'CY�r'a,n`r �i�`i!},�,SK,,y�vFC,aa3��!. yri'.'t'^`re �L S�l.}6�` ,#,.:�wf f�,ar'rr.� n+ �ya-;,°` 'Y.1. ;; s� t;.C. w,�j�+>- r '�, fiy �- y A 4�+v,�,4,}i?. ..ts, ,tf+Yt�;}r�'�'y�" s �� DES �4� ,;, .R a PJr ,y a.t�rvrt.,•,�� �,c'R,»'d,...`pia J.}�t.�'a'1�` ��.wv�y� 'h't' ��ar. aY4�?����"?,- ;+!. '�' ^g4°F' `q� �, _s � '�� �. tc=X <.� "•' '�ai'a�.. S.<`��y{ti�^.q-'�s,{a���avS�F �� �y�' +R! ya',s- 4,}. Y. r r,,a��4,w Mvl.. �� �✓s.,�pn..�,.�,".'«�•� t r v P,at ,tr,r k.�NtS•''-fir' "°fi b ri S'vah,r,,`+5��t'r'_ .r.ra,•�'''cj. fN � "kit IN's �*' ' ., '* l� j"? ."•'r dl.. -,'`."+,, r."3 �t'.,` wa�` n �� `{t..,..7' •2 i tfi� p�.y(p "a4 t�, a.0.,a ">S b"Y•�.,�v �.4� --J-`µ ' x u ,� ':o 'y_�t...�U ik d}y 'r s•}�° fk �yk"fi� "d ti°Ys �:5�'Yf> - ,�,"'r :r'T�.�L'pg�k 7,i7M1U NWn.' ,r,...i ?� :5;:a' 1 Wi,. .'„Y `r`�X a•!�,� ", M +- ^k a/Yy,.: i #.w'J7ar; 8 "x+'yW;l•IS•,to ,•,.k y�'q•"�'br� " ���t��� t'�J++'�.� r ..�•=y nt'+�k�,'"�'gx���a;`. ,R1, _'t��� "�„,•�', ss"�i�i` �: i :. ,�k f ''t ' a 'y 'F +5' �.�''`. f``? �' C Y-.� � "`'.� �>�3`: A'�i '�'$ u'f4 `.T,f•- + t���. «�' v2' �. 9 �. ,En, .:�. i ,Y K # ,,Y;, rr'us` �,t �,.<' F''� 1+, f•'t= 3b � ��>c° f;x, `+a �� >�W' '� y S '� . tom s,• r .a w try �o�S��� ,/ .�� bf'l- aP��r 1�F 3�� ''�h�£�• •" �.,� a���� x"`� � N tom, ,' �, ;�,a'S, <r "v.,s � �r � '� �:irs��.. 3 �,. st�Ni:.�z"yy� t' r �+�• ' •,� �.af� ttit ' ,fir, ,• s i; ..� r ,�,, : �, �;.�,}, r , , ��Z� '�¢'£ f arm F� tr i. at f i,. ..-. ., .., <.. - ...,_ e!�•-'. , ,.. ..,v. .,. 3, NAT''!..:"'..,-t'r ..., .. -. .1 .._ ..,5* L♦ nb�._ t .,rt•�•.. .... .,.fi..,- A Project No. 147A37 APPENDIX A REFERENCES 1 . California Division of Mines and Geology, 1994, Fault activity map of California and adjacent areas: CDMG Geologic Data Map No. 6. 2. Hart, E.W., 1997, Fault-rupture hazard zones in California: California Division of Mines and Geology, Special Publication 42, revised. 3. Tan, S.S., 1995, Landslide hazards in the northern part of the San Diego metropolitan area, San Diego County, California: California Division of Mines and Geology, Open-File Report 95-04. 4. Southland Geotechnical Consultants, in-house geologic/geotechnical information. PLANS Sowards and Brown Engineering, Inc., 2000, Tentative Parcel Map, dated November 14. SGC 91 V WE" Msl .? �Na"IfTMI"o WN, -pa'g AX N NN .4N P­U MII�-_k*!IIII,*.kII-i t"K 13 '13 N iv­,T� INA '104 Mr* IA Kf ZZ q i�Xngn-;N&-,%j j:� V� !"IMMV. NIP -NiiAt':ok t4 TIN".`sF l7 -n;Vex --r�,7,— #T IN 5 M i.-WA r 1i .air:. ........ Ai-5 Fq, p� A N 1.0 qr RAN- - 't ,?.s-' °f`P H �A, Iv v yg c i ,c.,,pr R j,!� g. Z, , " t *23 m "rip S-2 we Ak Wilt•v,iUvA P.E N X,, A _M _zF -A EV. N, i�F _1W Ur W�'i�. "j,0, Al Its wv, tp!�i�W,;�� 4ii fk W f L*f Y�?:V.N 1h,jc WM, Q 15 ­�N 2� 34 INMe 4 Nr� ,"4 1 iim 31, -7n, 0"Pl RQ,,'I- A 2i pg�k gpr W NN IF, 1 ,.. ��r, ~4a��}°•SyEdh���:,Y.��a�"1:F�•��i if�.+Syi.a s� �a��,i''�r.�t t: 3"w a a s E'�-a. �..5•�.y�,�5'��y x�--�§d r9 r,s`•�r.i.{'r•a��f< C:a �.3�a . P+�'' �t� ;y.A,�d v,rar�y T�;d�.>t x;r a.r •S{T�?.'��'!y�,5,,�'`,�k 1 t r-,�''t�'..f*,k>t'wr 3 f v�s( "�XTMM, 1.71.1 z4 MaN tgy Project No. 147A37 LOGS OF EXPLORATORY BORINGS BORING NO. DEPTH DESCRIPTION B-1 0-1.5' Topsoil - Dark brown, dry, loose, silty fine to medium sand (SM); with roots 1.5'-3' Topsoil - Dark brown, moist, medium dense, fine to medium sand (SP); gradational with: 3'-6.5' Terrace Deposits - Gray brown, moist, medium dense, slightly silty fine to medium sand (SM); groundwater encountered at 4 feet, walls of hole collapsing below 4 feet, becomes dense at 6 feet Total depth = 6.5 feet No refusal Groundwater encountered at 4 feet Bulk sample at 3 to 5 feet Excavated and backfilled 4-6-01 ------------------------------- B-2 0-1' Topsoil - Dark brown, dry, loose, silty fine to medium sand (SM); with gravel, abundant rootlets 1'-4' Terrace Deposits - Orange-brown, dry, medium dense, fine to medium sand (SP); becomes moist below 2 feet, gradational with: 4'-6' Terrace Deposits-Mottled orange,yellow-brown, moist,dense, fine to medium sand (SP) Total depth = 6 feet No refusal No groundwater encountered Bulk sample at 0 to 1 feet Bulk sample at 2 to 4 feet Bulk sample at 4 to 6 feet Excavated and backfilled 4-6-01 ------------------------------- SGC Project No. 147A37 LOGS OF EXPLORATORY BORINGS (continued) BORING NO. DEPTH DESCRIPTION B-3 0-3' Topsoil - Dark brown, dry, loose, silty fine to medium sand (SM); with abundant roots 3'-4' Terrace Deposits - Orange-brown, moist, medium dense, fine to medium sand (SP); gradational with: 4'-5.5' Terrace Deposits-Mottled orange, gray-brown, moist, medium dense, fine to medium sand (SP); becomes dense at 5 feet Total depth = 5.5 feet No refusal No groundwater encountered Excavated and backfilled 4-6-01 ------------------------------- SGC x,k'.-' r `rr x.,^yt � ,.i!^r R,,icr~j , yr x�Y•f•k�' Y°`4: '',lA vlw )tan.J r�?�r �s� .sy. q,r S.'+T rf,SY•r<\'l,z� „°"':ar !{Ca i. Z,.7;:j,; :tr .*.".4 •'�}.,t�i .°•'+ t•yam,' .R,-,��.,.#',�� � :. ,;$".'����-ica�.xt�J,.t,.��,� .JR��i,K�..(,,rR4-4�}�,�,w.. M' �.y�s,.,+i ��L.�.,.4e jJ .! 4�js�` •,a,�;�,t},�'�,,�.t .kr.:at�+ '. s�. r ,,�;tE� K. 'i�.yd, `:ra}e}.,}.;t��sa'�r' {, �'.-. ��t�if' ,'r�i�d`r7`y,° tF.f1r�`., �"'j7i�""'. ,t;;� t„r ly,•r, , t 1 ¢ Si4r�i. f,t ,� ° q F• wail�` i 1$' sr'� y ;It 3y+ - t�*� ypr' ;ty`'' S.'-�:{+ rt{:i,..;', a },��,��1„ary� ,,.,- �' a'Ltry °.. �`Y .- y • F. 4l „ p- �'_� ia� r �'t� ��:1;"y �x.?��';; •-�`+r`' �y_ �' `z•!�y�'-3�f;�.r �.,L,�:1�`7..ai,��r k' °•x �, y!<tt�'Q�;Y'",''�' i,� 'Y'4f� ;�',�,M�+,f�„�y i. •r;>,t. �. ,v ;rra y• f'• ;} , < a, r ±:?d' `; '.� £". _ •i.,�°�x'�'.' '- �S `?'• t:"A •a�' :^ ;j: �Y�:;, i"_ .yr, •v r; {J+?�I''.�',��� ,}'.,�k 'ygy� atrg x-"�v �:7;yr„, c r£.1�i7` .'f.�^r'�}.�' r ±l` yd f+,.F 's�i4-'' .�gg�1�.�":mow}+#:ao�s, ,,Sl�. .S ..};ti_�+ !}v,•�!'<�, �. ,:'b,''<a"+� �y�-�if„.i+yt t����., ,.r „�•,,r,;�: ;I: �'�, t )• �,r% ��ry '�--.iaf!�; ,�,• .}.�:Y.f'+.•,;r1j�,;'T„'1 /' is'.Y`"7 V.-•:t��.;,t'�? �,i�' ,.°si ,��ry i..�t '+1>��,p.,,�a �F.�.;:t'G,�{., ;�.i,�S wY,s �� _ , q: •F'tl '.�,,�a�,t,. ;sy{ ...,�,.: r_•' +)GSq `�Mf� :g(y�":,S'fir{�''�. +• "NA K.."'.j `:.Y rvj' .+..� . .3Y•1••ii �`i;)"> {'y'- r..: ;<<r:�„J`' :,.a Y,.y, "1 tf,Po.:-q; ' td... . ,(xy 49;,, P r h;�r`� ,r;, z,�.a'yy '•, .�?,',pnat.,R •, QdijacL t (,i •i", ..,'r-" / ..rrb kn`J{yij{`e.•. {�i��?�'ly5 °-j+� lv'x�, ,.t ?Q'+ vr`Y,qty. (;}'p'.F VMS -'' �'�-ti e r:. j' J.� k- � .a r g d• i J`1xr� I,p..Ss 'yr'.y�10 r' ^t* t'4, w'};� �,V^'SSI' ,+,'yi�.✓ s'�,{'4f..� �i ''i"•�. 7a'TY`..: `�•'+`,�fS ea` .��5+•','f `',�• �4'�;}y 'r-,� �dr�.e 6'^:trtC* xt•.p. 'A,�"'# Y ,^Nr,`�f1 ,+y ��t•. f� - 1+ +Tt!pe Y.�i�`a,w1S(�r?,..s?•�r.'Y t�'�tyws(� �V„.�',fn`'�y{"T.,',��{„�83': r°-b'°•a;_,,�t{' 3 't,�: •^c5` � ��YT��d � t, f.r{k . ,eft a •; r, 1 'l.. � as .�r� n\ •,1 Y. tYs• 7,t, v 1••�'. ! �., � 'Y. �$ a x•'`{ ! ''� �1 � v ? . 5 $ �ery_:i w �n' 1 e f�f i _TU �, �� •�,�;,� gF:'�•�i`i ,f• �?,�� :. , ,,, •! a�{r,�.,t.,. v r +3,<tP". .r.r v � '"�`,; 2�;r f +,v �� t:��r£.9<•-- .a? � tr eL�{ is a • r r� ,pr.y�y2:� ,••� ,; �f �;,. �;•., tr'.•ti`. .,�,r!< �,�y 3�Z4� :�.! y �A. t.yi�,M xf i.V;; r.r;; {t � 'qf�.a a -.�'t 1 ,51#� �a+' an:l"•F.'n ,rb J.. ai,Ny'+g'Y '2}' �..4}Y'.?fif.•�,�, ,',Y � / �✓t4•J'' :t �5�, �P �i �raR'r �• 'r'sv�Y3�. d sl �o++i z;.".: :. "•° ,�' ? •�. tt T:y"';�°'�i t v Lr4';,+' ,4�,r•t. ty'Y ., "-'tom -i .�.:=i tv 'i y„� ,Y •.,,-ti y ,Zf,,,..i�-.� ,<abl ,, :[,+a.� + 1 I.. t 4 =u S•�,.r�i � -a. �u .G +f�• v +'�-:r s.t, b v'{ xRi: f.^':".?y: a eSwp;sa bt•w'>'' t::ri-iJ" plc ,' '1r• ,. c`d 1�,• �1fi"} tp+.':-i'y(�`r�,4.x,•�,y.}t r ':'"'t�yr's t ' .+... "'Y!" �s'�.� d�'�ttE `1 i�e. .i e'a,.,a is b ;p;4 }. '-��`,- �.. �v�`�j�§ e.. ;i•�4 t. ..T;•'LK'. �'�t C.,'�7.'4"aaP yS7r t s :nJ• «, .e ,+."�` 7h':k + 'arrrt" �';�? 'r!n `' •• k •�,y,.. ' 't, `:.,r.r P �'�+ drrwr.•,.✓1, J t 7� .t�i�'-r`+r �.:: ..g��. =� '� e�kF.h.+ }p•y,.�.' /. N�Y' �'of M� P�tS-` rt..a"' W l.q1'� P�y X �tv �f rA�`�a." S tr� .. � +,t•- ,'f. ,-SF .J: n.a t 1�T w�� -_..... � `'Si' - �'r}.., S l .A } },r�,r'^• �. .�.�,},,✓r,:.['f',y7,?' a7r,'z,, .*t�T tirx{'7z�.-y.r.;�\,, >,..ryy:y Vic+ 'rq�.7ty,;,�., ,y ^c* -•:a R!'a-.�„�4 �r,.,n:�'rV::art: :,i'-r" r r�,p.' :•.h� Yom{. 'NV r..".:.r!" ,r ;,L R.v-r .K.t:;:X .5. ,s tPtr'"iF:., w"ia.M. N *CAA.�•,•d,; ..C. =L�L:. Y.m'.;U!r,Qra, , .'�- ; fnyj ,�',:(1''j; �f , N f�1a F F.,41 �4•i .iY1 Y _,� Ply.{ya..+ ,`( y,( 4,� �, 1..,-lI Lr l�. >�.`}` 1 �s /L )yy�l"'{�4>f� J'r��,r' Y�l i2 t"K,•�Y�l•�" is, .<•. � -� do �i�r'��X' I4';�4 iv, ^'��r:�r' "J -k: G@ .,�•. ft''Cf't{ r r_ �'a�,��'r; ^�j. `::,r?' }� t 7:•A F:t,; t r t1'l"• P r.;v3 ,l��y,+•i�r.1 in; "�:+v'fi.�y 9 4. e:•' I .'.',+€:{'C..?l.'y f.:,'?vts,i_-:,.ii v y 7-"'.H'`�'t TGr�.`.¢?,f,,e,4'.}Y,��..,y'2R�c.°'we4�r�y'gy�.:.,,S�il+MT pi, ±'.1 +w'f.1{"�r.•I'''�.�y�Y}'ar�„.M`�.i-;"�'t"z1+i,M ti.fpi,`Jt�'^t,�-f r F.i�+Y�:x:K:?t i.'° y-,5$'�.Y-,,fit l t,y�.x Cl��'Ak rt`},,1._j h.;am r.•-,.M t.^:F k f�-.t�'yY,f_��nh"r'N,a�`A...nYt.a f.-sk:�br;r1.,.i�..,'a�.•,<�::�i xyft nJ,�'{'.ft K R:�§r�.>r.�;.�,�A�pyfS".f` +^.,�:�..-Rr?'.r!sr"a."r;zvt,..`T Y r'yf't.�E.lsd,+n.4'+4!,T'.�.Vsz�,�'y,,.!�7}i. rx.�V'�`.,'r">.6.r._ y;�S i 11?',.��tij-�rr,`t�dJ..',�-...•,}`-.f J+�'::'.i..c:;l-/.£�.�5`�S'�v.l',.£�;z r[7�y 4 t-4, e OK'd �z ilF�fi'._.•^.M°taYtT,.t..i`�.+,k�Jh�.+.:f w y"y X`;�.5 3;';."`�ry�r'hr.�,<d t14l ?•atsY z.�,1"fi,z4o.U.�'"'.�.r_,i�t.)c a,+t++��3t,ti xAr.';''i Y r,,;;L.^t•`,ys•,.r. f." {:,r�-.,.�.•�rS.x-q y^r�,Jf.. , 1.�., � :. kN,zy'' wt'•. w'i..,""^tiZ, •,d' "`1'aEria' ,t,b ya'�, S,,S. ;aq a'p ky d�,[ h n .,+� l tip, - y 3; , ' z t,'fst?Y St�' z; �.. r.n f* .,: , SHrr,' '`t5k1' ? n'!x:. '{`r�. ..w,:-7`" {r... .,ta •,'"G ;"r,, `4 ,';.t7.,,n- la`£}�t:a Y�'"tg .'r �+ a ySF"''(�,.. r4§s., > a. c '^°`•,'f' y €, i 'y,•t`dL iq. .;'.g4Z• ,o F r t afy:;t•. + $�(���'Srr a frc 'x.. °�,^ rr, .`a "�, .1`�. s, .�d a "„,{c.(r 3A r4 Y'k-- Ti: ,F >. .L$, 3tt 'S• r x 't..: +«��3 y' k '«:#'r .�"�'!ti;,r- `�•r •'�"a,`�r 'Ny:'"h'a_''r• 2z;Lr r „h i'l ,o a''.3: .rz 3c ��•. $, '�+: ?r4�+v A t.. 'xr E r:,r."Vfi S''. lat�:'t".§t�`:t �.• ^`t .r,7?,;;t,w,G {, £:f <L .e ;�'+ R'. ?}`ti,- ••G. J.s':37 n••.�+`tj 3.*.:-.'S: -'".,.�^' •3 , -t,r 3 e 4 yi Vin,. ' 4 �.:� aw.7. "#:,"�', ..„„,,� "7"I�,-. 5 u''�'L:inc^�..!�''17°•5y ''"�..},rte'rF.h`..+t.:i; ,a+s<Ja �,'YSi.,.T,=� i� t•�*��l";- "tdt•r:<t pt,._ ,},":. ". �e^N` {„ ryl;,Ert, '...•a,"tS ,.ry' y!..\�t 7.?rTa.:.MAr?I'-.} ':f.).-.4s<.- �!.r •7>' ]�t ?aT�y:t '4. a.- •; �qr -:: F yyr..?. !•�>' "as �*°`rFif.qtr o r *. . C;'•,,L ��L 4.: --�c$c , t�P, Y err, Y,r _ z � 1t $), ,r�,-: 5. w�� ��• �y"U �-. � i + "`.a ''..ire;r�� a.�2 •o:•es',. <tj,.�ra' ,y,•.�k� y, ,�.� + �` ..( i $ R.-w',k ,: r, a- mss% .,`.'T., ?''•� „ .t1'•. ��. .� der� fy., ;rrta•; o- y���� F�,�!` �, ,�'. 1 +� r � rf�k"�'ve:• :.3! r�•r'"! •,,,+' �.£:�z. �. �#:.. + ���, -Y Yl;��t tt+�o`�'k�,r;,^��' �tf`<?�' ,�r'=?w,rid, , �''r.�'ti � ;t#"�r r r tie:+, � � `��i i°:4fY''S�"v'_[ib' r, �` fir. Y x •r s •{�, ��r� s:: S� y� y. «< X �.,¢'.,Y^r.•av h4,`.rrz,., yy ;y *_ ) •y; as A*..tt ws` .r".FF.<I}=.yFW �} i:. ,' J.X.. Nn, a,v,^`'-,s�%.,,:n.w•5.<j•,2a:P..:4�.S,X��ry�•va.r:,1`,.nti',,..4.:•tA„y£,�.y`4�:+,A.'?��r..�:.''`+'k''£;.W s.^+`;u 1S;.,.�'+^"�j:'<.fi•>sta;'`3.�.>M,:F a"i y?i..y 7;L,,t..r r v'y,.^v)"v aw.,_I r,ys re,i rM:�G<6'�<r�>K,.„t';.:,".'r,i.i.',_..4.:�..:.t7:rxrr{r F a."``�'i.�':,:c!'t;.3t,,'r:.:.,y.,.tJ�.e'.�;ff,a.,.:;'}.".5¢.-^.•y�iyt v a v,.�,;,^.,vrt',�;•y;'H E.r!;`.`l.3�i.N 4 a-•#L.•1..}r•Y'q r 4}-;.r.?.i;':9u;`ti�'S:_'.t':':r,,:.4a.r.:Yi.�!r'r::•7 5•r+e•V.°y,fir r>Ctws r"'^"1"+J✓fk',7�...a i'°''ayyj1'�.-s,°!�„.4*•:?r�£a`R�y,'.S'3:�{s x'a•'rSt y't y<�+F1",Y r"S,r-r tr•a.#`>w<.:+'lr-�.:gA._.rti"A;5 F,:a,�_,f r�,p t"r t�t:{s.C(}a.,z^:f.i.r�k�„r'fi,.i.+r!-?y,ca:--.,r1',S,..;,f 1s'''F1.��,x?G.¢G:Y'3'7�'.n+"..t.•4>';�f•�.i;r'3...pp,.ty.":r-r p``1m-.�rA•y.�t v r�I a-!r,,4A'�/�.e,^�r,.9�•r2r q..,.,'�.j_.•'�f se'S y't{`'"-.r,s r ze:-^.„�.�>..k o r'li,.2�:s.',a,•,Cx.•,l!,:.tk^'�$t..S.;•.,P z>v v,',s-�.:�`a+g"wl*n r��...s�.:,:e•Y.i'r 3a a i''.':?-r;C,•.t y%,7c c k Yy.3'�,C�.'''"y.rfif:k,L�^,},..3,,ir,,.�.,.x.a-'.t,}..•T.)5,:::}...y=ay c.t�-4 ri FR."�`��'.r•s'•a'`w�:•rr.°..y,,W.i5`'a;H v.".Stf•r 1' S .fz'.�F L�,l:1•n e3"rav,.y'a e^,:i t�i.t;.:_1 l.:"F':I"r t.zd r',:,t Jo�^S'j.y''tl:�,9�,"� r 1,, kf 'r if�7.g'�jI:e;^dr:`m',?:{'-.-•£+�rrrS.:ad�:,`l,M>`: :. pr "q C.t,+,.tY. � -CR` iJ',v s t j.R` =raa a�. Y i >,'f a[,} it �t' .a4,; .Y i v Nx';..�..�. ,ra >.;;+s?} 5i,.i �""+�;`"';: .t-, �uGi� .-.r;•rt: f ,.�. e�^..-'1Q• �.q' H.'�r•"` V 1" .`.:�al .mot' ,,�}� ,•'?.C'ww y,�,:fr h,X,�y.,•C,e�'s �`_ ifa9 "�„'.i zt�., r'. 7:',? �-. ,':.",'�.�` s w.- , �y 2 -t}. ,-? ,'�"34 ,'�'�y, ;a Y. r•n, .R` k :4+; y✓r, � �s n tr ,h} 1 xr 3�fr �;t c. t ..r £".; r4. ak"z.i+r�ys���a^,a4•,1'�•;, m`F ..., �xy •,v �: rti r ,� .y,� } r •� a ��r w t�,:� at, �};� t , � .y Y,,a r, a--��.,„sy?.'Y 3 .'3>L:r. :;!s y:t:' ''F-71` ! f�}�'�"i: t"".r>♦ J. ,.4-: sS. •,, '2S,r.,�r.�„,Nr4� •lr- •'�y ���,z`,r'rcti C � u.7:. �I_ .,f,y..t �:�•., ,t ', .W:..."•,dc:Y dt wi rit, S.,r f. >'rf' �'3 ,,G^i.,r.:e d P4 4J 1: 1 '✓,. >•r r` (* y" -r..f b' - {},�. S.Fj�,. c4'� x'` 1� 3# -r' ).. Y` ', + i•tr r-r"-£.t x._;..:<�X�Y;,wY� y. .:t~Y.i,.. f :;3n 4':. ..s '�,34<Y+•':a?w i�,�:r'� �?.:��::r",�, •,jk„`^ .c � 1 .^3',:. ,y;,".?r,�,,y�'4 :4-' ¢ .k, it ft,.:,?' �#;f rid.% rsa.,•t�_ A? ,!��3,;*':1 w.;t r+ ..v ..u. r 7-'�3r.':' ro ?'P��;�}r (t'CS.r ,rt 2 .S •t, •. ., .'teY_.Pi.12''a,..,r a x,y-:,. ',+- t e .1J:b�.x>,tF :R r � .V•.",: X';' Sky, - x i,-•:Lf '� :.'t �. yr. ^t d`'��� �. a +.:}. 'c ,7 t �• r.,x. 1 r vi < rr.•:. z �:a 3.N r ,7.�.` t .S'Fk.: r �k� �,i6.,+� a^,'�?dX"y �r r.F.: t intis< H _t `@' �• ak 4-�,,, � G,�,,: .}rah. £, t' ; _ • •t?�, �r C'• i„ ,'.t�' t > t � .k t.r.a � ,�f dr:>,•��.'eqt. ?� s- � ;::�S7,i<� 1'tc...�-:l',� ,�}•i���'- t'r ..'a fit. •"xrr'? 2•" '+h b,,(f��';n, t ,at<'4S•-s '�T �; *tttA;' ?C',YS:f:.,�'{ ; '.�. i`�Cf - !}t.•v '•''Os.yt ril. a i'<.v?r't.',", '}try°tit '+•I' 1 .,„a xxE �,sy „iu fr'k 7? ,,, r• +� �i t..t , n� r'"' K'�,,� ^^•°-j''a�nr' ::y ,. _. '4.y c,1 �{t`"1a{,{C� �, � -b, r nY FS.x!�T5 ! ', �• ;,3 ";. q s. ..z. Y •, 'a (•P}'�+ ,.: t¢. .�:..�'r. y. �• p r , ,x�°yt�• 4 �si Rz{ y ➢ v ae C tis+ '»�;..''{,•,:'+ d�' '^if ilrlS. "'. JJf+a�:A�4, !1� '"+tt' r u-0,,, +l ./MC•.r- �1.A. ., S'�!�'�','Lv't,�a• ,'.F�, •4 _ �..�'`' �'s`�ti., 1�.. .` 1 7,t!M .i^.d�..+44./A•� "j kf.'.. w t94., r ,ac+' a +1.:;� -i:�'r *?, 1 , °. f1' r�';•�':.k• ,h k•a•�v". .4-3-i +' 4!''r 3n, :`� s f, .fZ rhSY"•h. t :2 x" .+- �), .. t. >:-,° "r .y p ;e •�r - `+, :. ..;'i. +, 4 t1 xr .,•y,, p'N'y ..t c{t w fi• -5'. 3.4'M;�}'a ,.-.f'�,..y •i'''"., +s £.ai},1 G, ,y+t"k:.. t -d dS,'•,1-ts(' 5 t,u,,a,; •r ;�tt* r„"k`i,` .{{9 xa ,',, ACM fi'#1a r'ct•,sCay,. { , x d - s`,.. r,.... ,,•i,"F,. f. f,` Ri .r.;sr •f e. 4v:; * .` •::k'xr 1n�..gia"f�7• r'•Gr..J,j�.'.Mll fir'. A .ri "-�£;y� 4s �v a,.! r}y e } ,?y. S{ v, yq ,r ,:,:G"Pi -. , .,•1 .,r.S•. ,; -. . , ; n r ? l a ;. astr y1 t;: Laaf�x ':• <. 5"e' ad! Sa�f •-t Y zzY4 '4 yyy^ 4M r..,. '•t yr,r x'1�i s �. �T ^tr< i }!;� t.:.:} n.A f�terT�LKrr t.r < a'R f. +" +' -fr..,,.�. r}' }4"Fr " K>~ , }'.; �. t+"� x'a ..!rt.":" 'F N`•�«.:t,.,rt,, ..+�' +•.'�7. ,� + '�?m4+F�?.il.1t`��>•` e. �': k:` x`.: :�� 'L• t. 4.,y� a},K ••f+ Nt•+:rf:F•:tiy"t` :.t. rk s..t "{`w�, R tlk ., AYp' kµ.,�tfi+._ K. _ i'iw3.vt ;N _s.r. r .:'r�s nyJ f ,•+.����� ..,>+�,yfe.,�,w4:. o, 4t,.. �/•l '- �C 1�....,' 4r. .,Y..'.a-t,'y, l�t4'.y.. Yv-t:.5-:+*',-x: "}l x ^h'•,,Y., y,?£t•. .. ,Hl1..,.p }. Wit;n " >. r;r j, 4CC,f4.K`r;`ptr;y�,,, �, t i+a figtta M $3'�,aj f•, �' •3 i. ,.# i-+�•- '�'y'y .�/4.a�'> �,: ;c+'{' 1!."`dj.�-t A�„ ;S,:t•,'e�u e� ^:,$:rd J�;:a. * ;u:'�;'"+S: 'i'r :,.+t.'+•zw rey �'':r � :¢• `a<�:'k,::a'r #. ".`•. c�M:#;'� , ,-'. �.�rY, `#.r 'e9'`N. �^ �. rk t!.• 4 's:32 v-.n:,S "Y 1 >-r, f.}� �,� •;rKa a¢ '4�' `*:."-, �: W�( , x ".;: 7�Yr!• �' S S t r:�f`-7.tR,'r'j`>�;":z< n t-,�-, .`�, ;mot i ,�i,.t 4W'a�ra�r "xx� 11,�^� vr.�`,:��4cK ,,A. :};�'�� j!' . :±.t^:•{,t2!`:�`'GZ'-;C-�, t„l.+l,��;. .r,�ye,,,v b,.,.�. "�" � -:k Jr>�•ry�•C,� j 2' -.5, �q. Jry' t�1.iN.i.. 3:.t ./'.•�4�, t..� � ?�T.'rr r ir�'P*. T.a.;+ r a:'St fir,-'"1;v ,�J Y,d•,- h'.,�: ��,.�,g1,6e�.1 �y?•:9t'}!.Q:�y.�t, .�.i 4M�.a"(i p t, L.M E S• ' v�.'•k'�A`,p-lk '�` 3",9,� r- .,a1..:.,, �'^ti:'}.✓n t,s- .9 izrye. R ) ,r�, 'tom �t.i;�:".•. yP ..t ;+:> :y '4 iA ,��r k, d'a,r ",,..r7" ,..a x.•.. r y,t .yrJ-v M r + >°� t r. . r X44 : i 't?� if Q t3` sf.,. t,�^%:r i�4.i£�^.a,ixP,`'.,W itr'Y'r•�•�fr''':�-.$;"•C.kr*y'c t?t"M+:..�'�F .i".C:'XI-'iY$?rE:''v'a r�^,1`�r;a�i v P„t y r i�''"sz,.,•��"r�'�}}ftAj��,.�,iyw'-`�n,'S4�...:a;_..».-'•;'l;r.4.3,,.."_`t +,,a n.f'"he,.?.;,iry�a:'fo:„Jy.4-t"•b',;ztq:j!rk.!;'4':4_"�}t!!�,•'+r<-.."1 t,J,,.:,r.�r q r.F`.,s sr�?r P�r<a..,.,:x"+ri^,ra''}!f A yi..,��.,x 1 .axb9..,�N.,.f<_� i n1,,•.'i�. 'i,��,...Y�.�r,4.:���f?>�tt}}�•:�-r*`��f:�J',5 ti',i.{+.i�q'tt 1").?<.a5a*+�tr,°:,r.�l t;'!!�t,c(C'�"t `�:3 Y',�s•t tN,g-',ir;i...,w�ar�?-a�r,�a`�P'c..:,4',>f 3.-,�i w<fr l;u'£�->.a t r,•r?`•t'{!':4(r�'a Y 403 ND \r v� i'sAPPL .:f;''.;5f,n�""i f°.•�i'tx{}..s::ti• :-, .idxr'�;,x ;r?'°R"°t, +. '�P7 :j,. !.'f'-''.,e s��' A'+13-S j!^t d5' .,w t` ¢tq •`.ysy,.. :-�":'r"r -}.+1,�,,;;r,v, n i�d: y:r„i -k:,,>�-,'u. ,� ,.?.<v��` "�\jz:M1. i ..:.p.,,� vf,. -�'r,�,,.�r iY-, .::' ,r�.a 6G` ,pi `,�-4..�"'•c'[ - r z?• ..'t -k�p ., ,,�{.�i;%. ,1'' 'r• "ra:iF:^B z -.! Y t rf }_ar+.yr,.�]r'rvZ �.. , - rt't- ol,!8f , .,a.".y .,.,,'d H'tS :kl,., {. .)i', V-2,.f�• .: ,f�Er• �+!v.;: sb.pS.'�,t{+ .rl..r,t. +,5*9 «.,� 'rN'1� e•- r JS,dra'``:, ..3.R. ;1 'rl U '�; a^,••. '� ✓ r .r #t : .t it# „ :atr7,r• faCi A,, 9. ,,/{ ,r „t tr d{ ' r ?r> c�r r St14„-v,., a�, Zyt "y f. ry E. .�• 'r, ur'Ya' {,.c 'c,, .. .." <;W1'.' f .. 'e,szt;',7�34`,^s'it.,•r•;�1�• J .',1*rr r}R ks ,ny.. 1�:, t5.t^':p,.�'. C"-w. st'�:S.S r,,.tx ri rS c�^S��*v.y..,.. c ?5a5 Fryer, 57rX F •'*'•""i ?':Q2 NV,�t1 a3. ,r 1,•4 *r , }st. rr,.h'�- f` r ,,}, .IiF i ,. , i.. '�,'ta'�'ds t,',s;;S„r"tK ,t C4,�i .c l t'.. r:rr:..a r,."; ..,€'n-.?:' iy i t :.',,�C''rtJY} �.tf.•.".l..`Y�,.b.(C --:.5�� S:Ln ai .', ty:1 1tV , �.b S�i�, !:#' .:�,r:a4 ,s f.•.I,R ..f•a:,� v`,,,i� F.,Sre.�.:.}t3.: '7- '�' w),`�t:•1 -,.r 1i,.».+ -a�.`9'•;+',f" ,'i'' 1-R=:."'��yyet,";s. ,Y:irF.9a .'r�,i:E.Zi,°.3 ,.' aS 4 :.r..1 '1Sr .r't3 .<'&• '.,•:o-'.:,t. •d'•'at '•1'h r; J, -r t .L.� Y'rwt4r'. t X :�tk-Aka 'xn�t:_dfi, :.# ?,I^ .> `"` ,1,^.2 t.., r a S+:r•< ..'�'"t .Tr ,a, ,.�;•� ); , 3'? a �� c t...�� � k„* ,�_ � 1�•,"�7,i }.'.•r.�.�v!' `:h'�d '.rqi-.•}- ,[:. .:sri. i'.�,.:.,ra4 ,:t•. cdN'r :�?J'.+ 3+. k: �,R�,�xy':r ,:C't,, �`, � .r, xr 9 .- .�•r.r'.r-rt.,, �.., i'j'.,,f.'S, r4'...s` '^e-ti: ,r .m ;�t' ': '' a'^t'ta'vr:y F,,'�. ,4t"`;R• ;rsa.,�33Fr -1ti**- r.t i. ,',.mi•;x '..t,`.�'' ,,.+•c. ',. i "ydf^{tiY �•.�j • a u. �4t-;'1T' ,<i,.•+, >,,, " ,S'. "R, •> .j 3` -`-4-S`r drr'f.°;`'e,{:',,'t`'' t'' ,w ^' T .... .,,1y'ja-,8;.,a- r '?�y:?tCd ".l•, f<•:N}a.'1 t4+, _, adY-.. •tl+' +#`r:"t<'C" !•J.k�;:({ .i ! .+ y SF. M1 n.'� ,{�:...1�r r?,Y,a .'11`jS:,�,.t.,�..;c -�.iry.#r,.ti"'Yk. +e. GK3,,,:5{'s� x>7 J;'v:7 e,h r�..,,�:J'°'k"r y,�. ;.«� w., u�,e, y,> .ev yr�.-Ar'�. "S-.se�-�;t.}, '"y'"�:.a:� -.V'e: ,y�.y;"'} •ta' 'r'' +!,�,:$z:{'W"`fa 1�v�,.•:: .s-,"z"*:±p.F',y:*"•a sv3. .AA.:;4e't � rw,r, e!�'n,.; r+' ':.J+'+a ,!Y i'is P,?'}*A-:.yM y 7 �,+ ..•.,r !';>tr.. . p. �?'• l i'4.. ;°,:Y -ter; yk r r :a• , '•• x•.i`).}. ,,,r--,f..?1yrT, .,,,.tr.1- r: Al ,X+,.4p..h`a. '•- , }'p"tS'[�+ rtr' .cC, t1. .. ' ;�',+` -'"',;,•. t't �,:�,:.. .,a>.t 'r'�, . ;{ .•<S;t,'F' �r:r.'{,,^^�-!' «s R p,s�Y d t`i�.�y,,;d d" • }`.t�.t'i.=£'+'- ��ia"y5 ,. k tb fi.,t<,,. }9`"ti!f,'.r' ''r:";F. •kp .w,.l, ^e ..en�. "faRj'd" ,•ef'f:' �?_,YT 7.;47f,12„Ty p'S,;T,!,t '{"aY ay,}s.�',vg .. ♦„,7' ,.�.,;,}'t'It .[� .. vi ,,6u Sy.t."•1": s '1;,!. I:.;r"Tt',.i,,�t , R'�t,r"4... ': r..,..;u". •h;'t''''±• .3Yw:., ,t, R..<•._^i.. tF,',".°,t c ....',{ �,.L':' :•.r'��a y rr'...,;.•c y`zn + ,�t1''S - '�C„4;k-,2P' �� ° 1;#i 1 .:Mfrue�t" y l ,k ��.!-'`";5.;ar Y�. 5)':r'a'!` S� ji r�.?,�" 4} Fj a: ,1•rw.2�t�fa c*v� .ty> '<" r> '�e�s t,"�2L ,.,fir'•„ ''t 1 ,rr :�r�.�.:3.::u"1�.,,r x,;; 9-t d"� w ti ,t r o.>t> r�. ??��.. 'n ' r'x f„ �� ,. M',tinq.� •�SP`,i'tA•��y'{-�Ya-t, r� �.:f+,�l`:a, �. - .yq ':tt".x.+v ,'<',�. 1:*.:✓ ..,r. *,7r rt. Fs rt a g Y„ , ,�'ra F"T::-. Y'., ✓"-`-'�, fa ;x ,.v,'�... �:1, < ,,.f '',f-. r; .�Z'A'�aY,7 L �.:7it, -T r �.a ,,,�'.,+ � ' :'lx N':-'tip �' I+�j� t y;{''t. �r;R,«��:-• � �.., S, ,•vr.;>&.ii=± ,,,:.a'..rz..,S.�. f3}•k! - .t t ,.� �A s r�j 4•. !,1�.'a+;'"'e `:�. r 3-r�., fd,..l+w_i-Y1r,.,r."k:i 1K, `l'xwT Y wai �"''�,.'»y ,y:#.. ,,'d f'r-:<.J:to h -�� x R ,rr.wt:-. ",5�'�4"'•tJ'�vx dL�. �. 'a:�.: rr�,;-�r`YS y2.4r3,.�'r.',lx Y',y.�:-F"§•.�ia�i'-���.F,,..cty�, �.u. C` .�4r.�.„,{•y�:�#' is.3 a.:�'.Yt,; :� - s�,;� w". r ',;,iSy'','� tr.'tr`;'�j}. ,� '�. ,.z, p"^�^ �:Y,b'.�,g �3t•1., s5�. Y .rx t.'`'��.� .3,.,..•f' ,Rt ;J. tls�:!� ; .��!"jt.S,T �„�da r ,;- � c.,4 .F ,..•�. .�.•�°� .'}k.i ��,.�.'; �,+��tis..'::"a"5l=+J«(n':'' S��. }4':� ""� t1r+{'4 {T�:�'{{�rar+-+�'a'. ,'� •"•'�}.{>R",„'.+rte x�t� lfakaS,r. ti'��.}"yT��:�` .tiar rt.;k l�••, 7ir,�• .Y£+7 fr•-.y-t,+- ti.t•YZ's:,�-_ r. {.,."'}'tt;r. yiJ. i`? "t. ,�f'a<"...{.::fry t �k•r,;;,.�, ! d.}(:Yt.a£3 C'. .i•. •�` '� ,'�{`{ nl,( '�k ..,y},i55`S,"r��rjti/ 1G1Yy a. •9 +' -C}:i't f. :y�(./�i�j+yt•�� wr sr:�"•�( p•"�r SIS:`!t�`7�:aZ�.?�,.5 '2 S'•:`.�x:t:-r..�y;'ytQ't5�y,`. PRIMy. +ja}..rq,�.•�ff y,;yd ,Kk"(r '�^a 1„�:yy:. �£ :4.1:t�Y .'•11' At�1�,aySr}11}},,2 jr��r d'T m..Y k V �> 4�C,,AyCR `,.t�'i]<. � tiFt�=,�4'�a+,�,j..TN_ tr �'-C'w: lAPL'�`!'.'T„' +r^xy��.j�•t;,,�+F}�rG[S•q,'}'•�t'. P,+..'r:Si ,'xs :1r:°t`:ti` - "`f rliy+';t':..v,., s�.:'x �•y"r.f{'',i' - -"�,:T x: �': ,.,'i f"r:: :t 5: F;`J \.z .>t:¢g d�`, s,,.�. .,.. ":S'+, : > > t."` .":ry,;.c�..,,z�.n., •;.::.. h �;.s �..,•y r "-.�k'•r' '�.,.,`{,< [.�",a i,,.. �F;y,�,�� t ,x„ c {s.. .y, K.. r, rr,.,.. E ,: er= a �;$,y �::;,.r����,.r:'r"',.`7' t+t:�,v" �,J,.a/,+•r 5�j 3�if•j3�•�#.!"j kuZ ��..;�, t r tf4u k�' ,`;4� ?y{�}, s ;?�f 4,:,e � .t !� r t.r<:k+•^ r. ', s + j v M�, t ,tra A .- ,.:;r k s, .'rr ;•. :; .'� r 1_ y# �Y Zn f y r_ M 4 d ,1 € Tti. fa�4t, 'v �' '::. '} e�,, .;-:'•t• r�•n �,y,,�.�vzrr,,+.. :''t`,`�qr 7;t�4�'. .T�s' a 'a ' e > 't",v':',�R :� �`Z'+ _rZ4TiX;a;AJ � :t„�' c`9 ,:{ZC ,. ;.�,�rk •.,�';. �. �5y-.�? ya „ �z+�a ,�r �•,�,a:, ;n :e ,i�:�" �sf. ,;�''�4 cr��I:.c�.rx;;� �c�,- .:.vr��� i� E r;.�,�� w��s >��';<ct" �'`r. .;w ,�.�:. '�',�r. �a.z,,�.`j• ,�. .a<�.5,:'�!?-Y9s:�* Y y ;ti��j .'�,�, �a.= r ` � v: ^�, � „t�tvz .+a $� r '�,< }r y w'' '.}r, .., !1- .z „r,,1✓R •1:An. w. .+ 4v:1N' I !. �-',•..,+, lS.v,:. y zS`C�`�.�'�h "�:,rx. :>l':£.+�i>. �'S.p}�y.,>.�;�t4•t��',%'�:R••.k ,:.f:.?.,�- .,,y..i"�Y' "� :,Cf A ;,.r:J'V'C! t c.;F,. {,��2'..Y _:r a,�i•.<.'�i?.'-.:. S�`-S',c^k y{{.„:�••����A' t-. <?:�'�"ra�s f �y}"r YYS�:��^_. "�a•„n:•.. 4..f. .ri:1 ,�! �('�..rr�, ,., ..'•\�lajria� .i,f.p,A cK'a,+y,�.1 d xr�. F,� :.`-1i Y -:,XSS`dr ti:� t; �,�.:�•. Ml..<�..1"" ,:.�'. Ti'r'•..•t �7' l,y,-,r'!t9;"2-S�i: `?w°%'.!:°.a? ,, arar a?nr?�� ,.�.r's:: -'-, ^>h, .Ora ..4 wi....t`. tt'.f{,:+�"�R. i•'.: ° {". 1R',rSe ke.. `,xv F'- 1 ,k' *•i,g"y Y`,t .'.. �y.l, i -.f:.k'4 t�) t ,,,.li- .'S t'� -Y:., s',!,t„yr �2 J,.)t,?�:. ,�•>Q :ak 4 1.��''.. � f .{•7. '�`�' ..tj f k A l'•`z�yr -`+•�4 rY 4a '.:r't r�r V. a ", ;g.,a t r �y,,-. 'A,.: ':r"''�'�! zSa,�ti .t;,a`'. ��'trt �r ^•.,r..F',�,t$'4�, h, 'r. _.y. ""v.F}`r9r� .a, t>} x�f, !✓yn�.a+t "'r { 3�.,`'R F',�':5'tS - �#�"+• Ay_h ,a '„ 'S�,.t PiiR'a�a i,'S+�,`e'!i��.s �°rn.'�C i { , 'r�,;,a i!.:rf t'' •1•.i>=z• �n,�,;(r r;a 4-`+.i 'ti r•s l.'ryi,• ��':;:£jzr� .;� <:•�„-a'• E. t t�d,a t T7 ��,,, cl:'i fit,',z�„y°�,i'x ..+��; -r�v: t�, '!'�1+'t'i•`��,�}.'v`�'t.r �r- <!:s ? Y' .,,; �r�.-?.r�� . ;:#y;`1' i-.a<.'?, ,t}f ,re �rj•� .:°f�'. +•ff f"lY�. •,�j�"$!�`Srr:'r'•,stf.,��'�{�£?.'.�"rr yd �,y:�!i�e,f:,.+''_t R' :��::. ';•e L, z.~'r+:?.. �! +}�' ,R_ :r'.:}�,��';s �a't�' �,�.'i�" -s,; �r� -a1,r �. t w.4.#�'.yt .,�,5,.-?' d�44�� �:.. '+1'•C,' •E,}�.Y-` S.t•'.� .• , q ..,.,y t;a3a t,. p`F,,.x S. ; ,}cj`L't„ ,r:'•`d L mot" F vV:,. 'f F{ 5 G?•"•- ,ry '.t`t `�'i`.t r'+,f•. f 4 '"�� df".�� .;�r r�iN ;V,�,'.ky� «.h„"a'ar`¢4YZ.t ti34'•l' Y v sf„S71. D d"_ ° 1k;a�.G^'1'r';.-.;4'.,�._ >,. '7 t,..;.b'.'S. ,-r^ 'Y y2 �..�.. :4,,:.•.� srFr" P`,s...;. o-•�' ?•',t,< „ ..�° d'..? s��.,. r '1*1"�'':. �, £a'£±' •F f5 ^{ .� t, .� 3..xa - �:•:k'...�•,�,�'a. ,;yr':'�' �•.•:.,�'�:t,�E. ,r:,-". °tro .7�,..-it „��'3,�is� Z r!L,+�:t.. 7,r�,•tt- .r,�L.��•+ -s'1�'t.' `�',�.t'�s.;%� a4ty�r�{a::K:r.•r., jai a rat 'riY �'.�'r3 �•F+,.�.?�3,". ,, �t-y+;�kt. .vFr,<n.'�,t:1y �+�f. °i�. �4"Yh• a' v ..fx�+rT• C+,'Kr+"'?� �i+F .f.14•,���?�'�r, S'? '�`!1„<.f:t�.a,:`"'k rr,*,J.'y�•"f a:;�i��'��,r v,r'r�"f 1`�,r"'t,S�a...t>._:SQ r.�}N v>;rrt;x.'x'7 j'"f�t^r£Re rY�`-xk-,'H�R 4 ti„t.)�+<?-;,+'.�.?f#�F rrr�F,.�Ec�„.`!s�..&S*R-t.,•A-.t.^r-t ..•" i-t�t Pr'a�},"�..'!1r k-i..c,? tts s,a-�....�4?,�{{,r l^.:,,._4".�.iyfµ.?,rX`p ZR�`v'<9 n r 4�+'�'s.'`�y q?'q1it?a s r~;f i?:i,y�r v'e`�x.��"x i}.s',^+,•�y.}'.Q�1 a,�<i:"'�',x��•�,'y 3�''y li.,'r'�<;-a�fifr.p:V'•�✓"t1 "�i,r•ti t ee;T,aat-,`'�'.r:+-a.;'<.,:Fc,."`z,.'tv r'�'q Y4',.1)��`IP:.+';rt�-;'a.4,.:p.::•b`;try�s}4y`{�J�f f y�•..'``,.3l}''}�+�t�y�"`'�•n,s,:�:^,�''rz z�..7��„,��r�'Z,`�a��.f6,:.y>A aa.,'::i t�..:i�'Kl Wk'',;+.�x.'n.�k},a r t;omei n{°�.,64`;l,r,[5.fi:`xt"E}�.,�-5(+k l�'jz f-Le�,�t y i,�h.ik"q'y^.4�L.�£c i•�r.ks-rt'•`",IY�w•.G-°�','t�'9fyfi,v''..t�x',r?iT q S y'"at'f;i',�1.,t._.V i�•rda-»�?l.f'4Et`;`•sr;;,{�s�"�t,.t^t'" " �i,"}'*.if 4!a'S3 y,*",�.�u),,t.,t.�:'�i"�}.t*4y"H'sjw.s..'tF i".�4•7.."Y"�.x^�,t�'Cy���.''4-A'+r st�'ps h+AT;F r•ca•.Lc vf�+aeby'-,:f Y-c},�<j{,..1 v<t•' ti},'r a4§!1 Nk r M,`R :(s r+�� y, K�t +w {°;F f;��`'`zSr,•.,i!�ft b.�•tar f!.�t s a<°yx'n.{�;'�4ha a.'-'��[;;,-��r�1.;�,.;f't L ra�tr,G ta; ',. ;.- : i ,,' •:. ` ,Yr ,t IM2r�w�'k' + ^, :13dd�`.Jy Y P,., 1t#'F' ''_.rye'S Y y�S K- ]'di f 'Q•r"?'. yL?,y_dt` sriF, �¢-�'fip &. {,*:: �'»:; �F° 1 !.A*•'',� v`7, �3^"S �+ $�-����C � rtt ^,l�t,:' +�)k ,+".e�, �•���.f't��` �l*� �� gi. � � �� � t < � •� ">�' " ������ .zt + � �i'�� -A<y�r+�+'- ? a Y Y' ""', $; }�•. �t^ �. «`¢p-'F� ��. e# w.. xx ;'. �' k rt a�: r 'ty�4� !, •���'�s .?- i' ,: : '�`,�,�t �• ���i ��.aFr. +SZ, �, :.:� �� { +r'•c >ft'� ��r"'•x��� `�'�.t�'� �>;'+1�a tr� •.a'sera� a ��t�, lf:,+f� �- ��� s,'}''�S ��' ,�!`i *!. r b"`�' ..�'� �a }',t{"d �1+�' :K�� ' ,rn .,9'1'':y° r'$, r.Y, ly:a:�•'���.. '�.. ipar :y^>.. "y, `Yt�'r;?,{s±�4='_ � £ ,ks• "�� �'' 'd,'f� t) ,. `� Efts'��� ;�'. Y p: '+• , �•"'.�*t'sx34'.k' y}� �d�!;� .�` s 'L '.t i � : r 3 °4` •yi r '4rr 'ar v � �,r' J y �? yjst�`` .a"v'�,'�`f. r ae ,. , r :° 1" "r, zj ' r '� �„r� �x�+rr�''7� <"A � bS•��„���s 'i><.� "�� :.'��...,yyyyy�, aid"r''1�;"L�t�' '1 �•" 4a �,s�, r � e *yr��'� �. x.. 4 �. � - 14y rY. RYT' � R � Et• ,4 t sr:';,.._ '.�f',.y�`�r++ �t,.�.. e>..,Y':�., �'.3`<d.:t:s tx::7'"..Nn .za.?�:r._ ,.,.5�4.,.,•„P'�,v�:�'7cra ..:a?.. _ 4*sw_+n�.,:i•"G4. � . 'iLv:_a# f�� � rt.,.�"! ` .. '`r: '' �_. s. . Nr��"r,-;aa APPENDIX C RECOMMENDED EARTHWORK SPECIFICATIONS 1 .0 General Intent These specifications are presented as general procedures and recommendations for grading and earthwork to be used in conjunction with the approved grading plans. These general earthwork specifications are considered a part of the recommendations contained in the geotechnical report and are superseded by recommendations in the geotechnical report in the case of conflict. Evaluations performed by the consultant during the course of grading may result in new recommendations which could supersede these specifications or the recommendations of the geotechnical report. It shall be the responsibility of the contractor to read and understand these specifications, as well as the geotechnical report and approved grading plans. 2.0 Earthwork Observation and Testing Prior to grading, a qualified geotechnical consultant should be employed for the purpose of observing earthwork procedures and testing fill placement for conformance with the recommendations of the geotechnical report and these specifications. It shall be the responsibility of the contractor to keep the geotechnical consultant apprised of work schedules and changes, at least 24 hours in advance, so that he may schedule his personnel accordingly. No grading operations shall be performed without the knowledge of the geotechnical consultant. The contractor shall not assume that the geotechnical consultant is aware of all site grading operations. It shall be the sole responsibility of the contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes and agency ordinances, recommendations of the geotechnical- report, and the approved grading plans. If, in the opinion of the geotechnical consultant, unsatisfactory conditions, such as unsuitable soil, poor moisture condition, inadequate compaction, adverse weather, etc., are resulting in a quality of work less than recommended in the geotechnical 'report and the specifications, the consultant will be empowered to reject the work and recommend that construction be stopped until the conditions are rectified. 3.0 Preparation of Areas to be Filled 3.1 Clearing and Grubbing: Sufficient brush, vegetation, roots, and all other deleterious material should be removed or properly disposed of in a method acceptable to the owner, design engineer, governing agencies and the geotechnical consultant. sac The geotechnical consultant should evaluate the extent of these removals depending on specific site conditions. In general, no more than one percent (by volume) of the fill material should consist of these materials. In addition, nesting of these materials should not be allowed. 3.2 Processing: The existing ground which has been evaluated by. the geotechnical consultant to be satisfactory for support of fill, should be scarified to a minimum depth of 6 inches. Existing ground which is not satisfactory should be overexcavated as specified in the following section. Scarification should continue until the soils are broken down and free of large clay lumps or clods and until the working surface is reasonably uniform, flat, and free of features which would inhibit uniform compaction. 3.3 Overexcavation: Soft, dry, organic-rich, spongy, highly fractured, or otherwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, should be overexcavated down to competent ground, as evaluated by the geotechnical consultant. For purposes of determining pay quantities of materials overexcavated, the services of a licensed land surveyor or civil engineer should be used. 3.4 Moisture Conditioning: Overexcavated and processed soils should be watered,. dried, or blended as necessary to attain a uniform near- optimum moisture content as determined by test method ASTM D1557. 3.5 Recomr)action: Overexcavated and processed soils which have been properly mixed, screened of deleterious material, and moisture- conditioned should be recompacted to a minimum relative compaction of 90 percent as determined by test method ASTM D1557. 3.6 Benching: Where fills are placed on ground sloping steeper than 5:1 (horizontal to vertical), the ground should be stepped or benched. The lowest bench should be a minimum of 15 feet wide, excavated at least 2 feet into competent material as evaluated by the geotechnical consultant. Ground sloping flatter than 5:1 should be benched or otherwise overexcavated when recommended by the geotechnical consultant. 3.7 Evaluation of Fill Areas: All areas to receive fill, including processed areas, areas of removal, and fill benches should be evaluated by the geotechnical consultant prior to fill placement. SGC 4.0 Fill Material 4.1 General: Material to be placed as fill should be sufficiently free of organic matter and other deleterious substances, and should be evaluated by the geotechnical consultant prior to placement. Soils of poor gradation, expansion, or strength characteristics should be placed as recommended by the geotechnical consultant. 4.2 Oversize Material: Oversize fill material, defined as material with a maximum dimension greater than 6 inches should not be buried or placed in fills unless the location, materials, and methods are specifically recommended by the geotechnical consultant. 4.3 Import: If grading operations include importing of fill material, the import material should meet the requirements of Section 4.1 . Sufficient time should be given to allow the geotechnical consultant to test and evaluate proposed import as necessary, prior to importing to the site. 5.0 Fill Placement and Compaction 5.1 Fill Lifts: Fill material should be placed in areas properly prepared and evaluated as acceptable to receive fill. Fill should be placed in near- horizontal layers approximately 6 inches in compacted thickness. Each layer should be spread evenly and thoroughly mixed to attain uniformity of material and moisture content throughout. 5.2 Moisture Conditioning: Fill soils should be watered, dried or blended as necessary to attain a uniform near-optimum moisture content as determined by test method ASTM D1557. 5.3 Compaction of Fill: After each layer has been evenly spread, moisture conditioned, and mixed, it should be uniformly compacted to not less than 90 percent of maximum dry density as determined by test method ASTM D 1557. Compaction equipment should be adequately sized and be either specifically designed for soil compaction or of proven reliability to efficiently achieve the specified degree and uniformity of compaction. 5.4 Fill Slopes: Compaction of slopes should be accomplished, in addition to normal compaction procedures, by backrolling slopes with sheepsfoot rollers at increments of 3 to 4 feet in fill elevation gain, or by other methods producing satisfactory results. At the completion of grading, the relative compaction of the fill, including the embankment face should be at least 90 percent as determined by test method ASTM D1557. SGC 5.5 Compaction Testing: Field tests of the moisture content and degree of compaction of the fill soils should be performed by the geotechnical consultant. The location and frequency of tests should be at the consultant's discretion based on observations of the field conditions. In general, the tests should be taken at approximate intervals of 2 feet in elevation gain and/or each 1,000 cubic yards of fill placed. In addition, on slope faces, as a guideline, one test should be taken for each 5,000 square feet of slope face and/or each 10-foot interval of vertical slope height. 6.0 Subdrain Construction Subdrain systems, if recommended, should be constructed in areas evaluated for suitability by the geotechnical consultant. The subdrain system should be constructed to the approximate alignment in accordance with the details shown on the approved plans or provided herein. The subdrain location or materials should not be modified unless recommended by the geotechnical consultant. The consultant may recommend modifications to the subdrain system depending on conditions encountered. Completed subdrains should be surveyed for line and grade by a licensed land surveyor or civil engineer. 7.0 Excavations Excavations and cut slopes should be evaluated by the geotechnical consultant during grading. If directed by the geotechnical consultant, further excavation, overexcavation, and/or remedial grading of cut slopes (i.e., stability fills or slope buttresses) may be recommended. 8.0 Quantity Determination The services of a licensed land surveyor or civil engineer should be retained to determine quantities of materials excavated during grading and/or the limits of overexcavation. SGC TRANSITION LOT DETAILS CUT-FILL LOT . EXISTING GROUND SURFACE MIN. -------- -- -------- --- ----------- 36- MIN.* (OVEREXCAVATE 0 x---- AND RECOMPACT COMPETENT BEDROCK OR MATERIAL EVALUATED BY THE GEOTECHNICAL CONSULTANT CUT LOT EXISTING GROUND SURFACE �R REMOVE 0 V E REMOVE UNSUITABLE MIN. MATERIAL ------------ ------------- KEY AND BENCHING DETAILS FILL SLOPE PROJECT 1 TO 1 LINE FROM TOE OF SLOPE To COMPETENT MATERIAL =_ _=_ DRAINAGE STUDY FOR ANTT PARCEL MAP PROPOSED DEVELOPMENT 248 Hillcrest Drive Encinitas, California .;a QOFESSj0�9 APN: 254-061-09-00 yc� a 98 2 en m -6! O4 OF PREPARED BY: CA` SOWARDS AND BROWN ENGINEERING, INC. CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE, STE 103, CARDIFF, CA 92007 (760)463-8500 ID) G/hro3 00-097 2003 GC GhUi' ,, Ill rf ICIM JOB SOWARDS AND BROWN ENGINEERING SHEET NO. OF 2187 Newcastle Ave., Suite 103 CALCULATED BY ��G DATE ' s G CARDIFF BY THE SEA, CALIFORNIA 92007 CHECKED BY DATE SCALE �.� T...i......_. ._............. T�'r f3 1 eG' D .............. . .'.. .... . .. ..!; ... .............. .. .. ..... .... ... ..... JOB oo — 09-7 SOWARDS AND BROWN ENGINEERING SHEET NO. ' OF 2187 Newcastle Ave., Suite 103 CALCULATED BY L• - DATE G 5 I D 3 CARDIFF BY THE SEA, CALIFORNIA 92007 CHECKED BY DATE SCALE AtiI .L�� ✓lfQ.�C7C._h. 5 (a ITT ... ... _ 1-+4G M r✓..v�Y L _, ',R A TS.Ott 1l�'rtf 017.__ 2.l..... .<bE �t fr.N_ r.p2 l.k 0.__ ..tL i�?C Q N C.l .... S1�dYLvVt.__...v 54. l 'N. ENst " 1�.,�n c�T� p►,}i. �i. �k (qty �f� 7ET�:CL'M�i`1 E_....._ t1 � TLN `� �Y1L 5 1 C,IC' ).T5. °Ct)C_Q ow SL?.1 Inns C1�,-uTr-A=F(aI-) Wk5 D lz-0 r�>Z�ftS Dv.E2L-, !\ L), Tr_h{C Dr- �:�oW .CJ2VE.5 rp 7 v 'AIA, 1--T _ OT . ..... ...... ....... POST - DEY ! PrZG- 17E�- ... Pa-2-c.c L �ruc r_ I . ... . ... .. .. . ._ ... ... ........ .. . C _ i JOB SOWARDS AND BROWN ENGINEERING SHEET NO. Z OF 2187 Newcastle Ave., Suite 103 CALCULATED BY L DATE CARDIFF BY THE SEA, CALIFORNIA 92007 CHECKED BY DATE SCALE 0 .+_ ( :zzS�� 55 = o. bs . ! _ ..... C " 3 0 l09 � �5 !... L�Sc so, L C.t o p ? pp ti U1_r, ► sp �o Nz-y_ . Ity2�o�Q..c, vT.. ., � S..0 � r'TE r�.`�, `'r �� 7u lL;.c+-'T�Qt.� GIt-i}-22� r��'��r-���.t71 : 1�{T �� Cv�. .�.. �"4.}�-�.•.._�.. Nk Y ' o vcn-t-- _ r7._.._. , Tl = 8? GFs G-fz-7 y _....... . r4lty C-7 4- ....__. ... a JOB SOWARDS AND BROWN ENGINEERING SHEET NO. OF 4r 2187 Newcastle Ave., Suite 103 CALCULATED BY DATE CARDIFF BY THE SEA, CALIFORNIA 92007 CHECKED BY DATE SCALE .............. l Gwfi, = 95 0• df�37 ), 0 . 7 1 Q 2 p 55 _. P �PE� aim LK S _© . Cp�N; iy�•�vioct�� ru�rN �` . 1�oQ ':. V S �. . . ( N.-r0'•`5:!�, Iry/�r�irr;N �'H"�/�1. ���r� .�,D« � 5 � �-?l/ti�; "�-F�.., v E �t '✓ 4 2[ ✓E/, c .r.•— Ft--- L✓,2-✓may 6 y-5 . �} l0, ? �LDp Y 4 3g� -..� Pb LT (.p)T O Lod GTE r:..--. E" LP�J„�G—/uT I np +fS J�tf E �C0P,� _OLEO N.�OST ........... ... Flo.v- e JOB A-NTT o o - 0g7 SOWARDS AND BROWN ENGINEERING SHEET NO. OF A 2187 Newcastle Ave., Suite 103 CALCULATED BY �fG DATE 03 CARDIFF BY THE SEA, CALIFORNIA 92007 CHECKED BY DATE SCALE 7. 5d2i✓l W r TG._2 .... Pg-�- .. !1--1 v F vb ToTe 69 L 77F e YEN Z_3_.to !Z;, ....�j. GrT UX r.'N T LU',111'yy T TIJ �-q I-- Recording Requested By: DIE511J, CUAIJIIIIFI' City Planner I X,t-: 4 PIX, When Recorded Mail To: City Clerk City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 SPACE ABOVE FOR RECORDER'S USE COVENANT REGARDING REAL PROPERTY FUTURE PARK,TRAFFIC,AND FLOOD CONTROL FEES Assessor's Parcel Number: 254-061-09 Project No. TPM 00-272 A. ROBERT E. ANTT ("OWNER" hereinafter) is the owner of real property which is commonly known as 248 Hillcrest Drive ("PROPERTY" hereinafter) and which is legally described as follows: See Attachment "A" which is attached hereto and made a part hereof. B. In consideration of Final Map approval for the above referenced project by the City of Encinitas ("CITY" hereinafter), OWNER hereby covenants and agrees for the benefit of CITY, to do the following: See Attachment "B" which is attached hereto and made a part hereof. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrancers, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. OWNER agrees that OWNER!s duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant. E. If either party is required to incur costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorney's fees, from the other party. COVOO-272 F. Failure of the OWNER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant. G. Upon OWNER's satisfaction of OWNER's duties and obligations contained herein, OWNER may request and CITY shall execute a "Satisfaction of Covenant". H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant,the right to enforce this Covenant against OWNER. ACCEPTED AND AGREED: OWNER Dated t?�Xv 1/0 Dated (Notarization of OWNERS signatures is attached) ATTACH NOTARY HERE CITY OF ENCINITAS Dated by � w (Notarization not(requi ed) Bill Weedman, City Planner COV99-313 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of t pih' i- I 0 even_l*i -Aral' i f, before me, J6( I r Date Name and Title of Officer e. I' ( g.,"Jane Doe,Notary Public") personally appeared �Ler + F � 14 Name(s)of Signer(s) personally known to me proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and WALTER BEERLEJR. acknowledged to me that he/she/they executed Commission#1185038 Z the same in his/her/their authorized Z -s Notary Publlc-Califomla capacity(ies), and that by his/her/their San Diego County signature(s) on the instrument the person(s), or MyComm.Expae Jun 23,2002 the entity upon behalf of which the person(s) acted, executed the instrument. ,l WITNESS my hand and official seal. Place Notary Seal Above W signature of N ry Public ,I OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: 'I Signer(s) Other Than Named Above: I; I Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual •Top of thumb here El Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: [ Signer Is Representing: is 0 1999 National Notary Association-9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.nationalnotary.org Prod.No,5907 Reorder:Call Toll-Free 1-800-876-6827 ATTACHMENT "A" TO COVENANT REGARDING REAL PROPERTY PROJECT NO. TPM 00-272 All those portions of Lots 5 and 6 in Block 11 of North Leucadia, in the City of Encinitas, County of San Diego, State of California, according to Map thereof No. 524 (also known as Map No. 763) , filed in the Office of the County Recorder of San Diego County, April 6, 1888, together with portions of Hygeia Avenue and Monterey Street, as said portions of said Avenue and Street were vacated and closed to public use by an order of the Board of supervisors of said San Diego County, a copy of which said closing having been recorded November 19, 1915, in Book 37, Page 56 of Supervisors Records, described as a whole as follows: Beginning at the intersection of the Easterly li:_e of the Westerly 20.00 feet of said Hygeia Avenue with the Southerly line of the Northerly 20.00 feet of Monterey Street; thence Westerly along said Southerly line of said Northerly 20.00 feet of Monterey Street, a distance of 220.00 feet; thence Northerly parallel with the Westerly line of said Hygeia Avenue, a distance of 226.87 feet to the Southerly line of land conveyed to Dick Jacobus Dolman by Deed recorded August 29, 1924 as Document No. 36572, in Book 1029, Page 159 of Deeds; thence Easterly along the Southerly line of said land so conveyed to Dolman, a distance of 220.00 feet to the Easterly line of the Westerly 20.00 feet of said Hygeia Avenue; thence Southerly along said Easterly line, a distance of 226 .87 feet to the point of beginning. Except that portion of said land included within the land described in Deed to Bernard J. Smith and wife recorded December 24, 1968 as File/Page No. 225100 of Official Records of said County. PROPERTY DESCRIPTION ATTACHMENT "B" TO COVENANT REGARDING REAL PROPERTY PROJECT NO.TPM 00-272 OWNER'S DUTIES AND OBLIGATIONS A. In accordance with Municipal Code Chapter 23.98 in effect at time of fees being paid,park fees for the development shall be paid prior to Final Occupancy approval. B. In accordance with the Municipal Code Chapter 23.94 in effect at time of fees being paid,traffic fees for the development shall be paid prior to Final Occupancy approval. C. In accordance with the Municipal Code Chapter 23.96 in effect at time of fees being paid, flood control fees shall be assessed and collected during the building permit processing prior to the construction of any impervious surfaces. COV99-313 THE Okivatlk Of TH. DOCUMD11 WAGI RECORDED ON JnN E°', Recording Requested By: ) DOCUMENT NUMBER 190092-0076497 City of Encinitas ) GREGORY J. GMITH, COUNT''. RECORDER 1RN DIEGO COUNT'S RECORDER''31 Of"IFICE When Recorded Mail To: ) TIME: 4:40 PM City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) SPACE ABOVE FOR RECORDER' S USE COVENANT REGARDING REAL PROPERTY: HOLD CITY HARMLESS FOR GRADING/DRAINAGE Assessor's Parcel No. 254-061-09 Project No.:TPM 00-272 A. ROBERT E. ANTT ("OWNER" hereinafter) is the owner of real property which is commonly known as 248 Hillcrest Drive ("PROPERTY" hereinafter) and which is described as follows: See Attachment A which is attached hereto and made a part hereof. B. In consideration of TPM 00-272 by the City of Encinitas ("CITY" hereinafter), OWNER hereby covenants and agrees for the benefit of CITY, to do the following: See Attachment B which is attached hereto and made a part hereof. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrancers, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. OWNER agrees that OWNER's duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant. E. If either party is required to incur costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorneys' fees, from the other party. F. Failure of OWNER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant. ACCEPTED AND AGREE OW Dated (Notarization of OWNER signature is attached.) CITY OF ENCINITAS Dated /17 Qz by (Notarization not required) Leroy Bodas Director of Engineering Services CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California I County of P ss. i, i Oil before me, "�e e* Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") I' personally appeared �I (' Name(s)of Signer(s) I ❑ personally known to me proved to me on the basis of satisfactory vidence i I to be the person(s) whose name(s) is/are subscribed to the within instrument and WALTER BEERLEJR. acknowledged to me that he/she/they executed d Commission# 1185038 z the same z " Notary Public-Collfomta e m his/her/their authorized Son Dieq o County capacity(ies), and that by his/her/their ><yComrn.� :i;r:�kin 23,2002 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) I acted, executed the instrument. I WITNESS my hand and official seal. I I� i Place Notary Seal Above Signatu of Notary Pu I i I OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. I Description of Attached Document Title or Type of Document: I� ;I Document Date: Number of Pages: I Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual 1-1 Corporate Officer—Title(s): Top of thumb here ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: I Signer Is Representing: r I ©1999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313.2402•www.nationainotary.org Prod.No.5907 Reorder:Call Toll-Free 1-800-876-6827 ATTACHMENT A TO COVENANT REGARDING REAL PROPERTY: HOLD CITY HARMLESS FOR GRADING/DRAINAGE PROJECT NO. TPM 00-272 PROPERTY DESCRIPTION All those portions of Lots 5 and 6 in Block 11 of North Leucadia, in the City of Encinitas, County of San Diego, State of California, according to Map thereof No. 524 (also known as Map No. 763) , filed in the Office of the County Recorder of San Diego County, April 6, 1888, together with portions of Hygeia Avenue and Monterey Street, as said portions of said Avenue and Street were vacated and closed to public use by an order of the Board of supervisors of said San Diego County, a copy of which said closing having been recorded November 19, 1915, in Book 37, Page 56 of Supervisors Records, described as a whole as follows: Beginning at the intersection of the Easterly li:.e of the Westerly 20.00 feet of said Hygeia Avenue with the Southerly line of the Northerly 20 .00 feet of Monterey Street; thence Westerly along said Southerly line of said Northerly 20 . 00 feet of Monterey Street, a distance of 220.00 feet; thence Northerly parallel with the Westerly line of said Hygeia Avenue, a distance of 226. 87 feet to the Southerly line of land conveyed to Dick Jacobus Dolman by Deed recorded August 29, 1924 as Document No. 36572, in Book 1029, Page 159 of Deeds; thence Easterly along the Southerly line of said land so conveyed to Dolman, a distance of 220.00 feet to the Easterly line of the Westerly 20 .00 feet of said Hygeia Avenue; thence Southerly along said Easterly line, a distance of 226 .87 feet to the point of beginning. Except that portion of said land included within the land described in Deed to Bernard J. Smith and wife recorded December 24, 1968 as File/Page No. 225100 of Official Records of said County. ATTACHMENT B TO COVENANT REGARDING REAL PROPERTY: HOLD CITY HARMLESS FOR GRADING/DRAINAGE PROJECT NO. TPM 00-272 OWNER'S DUTIES AND OBLIGATIONS 1. For claims that are alleged to have arisen, directly or indirectly, from any grading or drainage runoff associated with the PROPERTY or the plans, design, construction or maintenance of OWNER' s improvements, OWNER unconditionally waives all present and future claims against CITY and CITY's officers, officials, employees, and agents. This waiver does not apply to claims that are alleged to have arisen out of the sole, active negligence or deliberate, wrongful act of CITY. 2. It is further understood and agreed that all of OWNER'S rights under 41542 of the Civil Code of, the State of California and any similar law of any state or territory of the United States are hereby expressly waived. 9 1542 reads as follows: 1542. Certain claims not affected by general release. A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known by him must have materially affected his settlement with the debtor. 3. OWNER agrees to indemnify and hold CITY and CITY's officers, officials, employees and agents harmless from, and against any and all liabilities, claims, demands, causes of action, losses, damages and costs, including all costs of defense thereof, arising out of, or in any manner connected directly or indirectly with, any acts or omissions of OWNER or OWNER's agents, employees, subcontractors, officials, officers or representatives. Upon demand, OWNER shall, at its own expense, defend CITY and CITY's officers, officials, employees and agents, from and against any and all such liabilities, claims, demands, causes of action, losses, damages and costs. OWNER' s obligation herein includes, but is not limited to, alleged defects in the plans, specifications and design of the improvements; but does not extend to liabilities, claims, demands, causes of action, losses, damages or costs that arise out of a defect in the plans, specifications or design that is a result of a change required by CITY to the OWNER's proposed plans, specifications or design so long as such change is objected to, in writing, by OWNER, and the writing is filed with the City Engineer more than ten days prior to the commencement of work. OWNER's obligation herein includes, but is not limited to, alleged defects in the construction of the improvements; alleged defects in the materials furnished in the construction of the improvements; alleged injury to persons or property; and any alleged inverse condemnation of property as a consequence of the design, construction, or maintenance of the improvements. By approving the improvement plans, specifications and design or by inspecting or approving the improvements, CITY shall not have waived the protections afforded herein to CITY and CITY's officers, officials, employees and agents or diminished the obligation of OWNER who shall remain obligated in the same degree to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless as provided above. OWNER's obligation herein does not extend to liabilities, claims, demands causes of action, losses, damages or costs that arise out of the CITY's intentional wrongful acts, CITY's violations of law, or CITY's sole active negligence. 4. OWNER hereby agrees not to develop in any manner the PROPERTY except as authorized by CITY's ordinances and then only in accordance with issued permits. Among other things, but without limitation, this shall prohibit the alteration of land forms, removal of vegetation and the erection of structures of any type, except as permitted or authorization by CITY. 5. This Covenant does not Preclude OWNER taking emergency, protective measures as approved by CITY. TQT(' A REC 9 02 S i' -ORDE ON �U- DOCUMENT NUMBER 20C, )'MITI— '"OUNTY "E" 00" Recording Requested by: 151REGORY I 1 1, L 1 I\LL101 , F; T City Engineer SAN DIEGO COUNTY RF'4'ORDER I ME: a40 F* When Recorded Mail To: City Clerk City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 SPACE ABOVE FOR RECORDER' S USE COVENANT REGARDING REAL PROPERTY WAIVER OF PROTEST TO ASSESSMENTS Assessor' s Parcel Number: 254-061-09 Project No. TPM 00-272 A. Robert E . Antt ( "OWNER" hereinafter) is the owner of real property which is commonly known as TPM 00-272, ( "PROPERTY" hereinafter) and which is legally described as follows : See Attachment "All which is attached hereto and made a part hereof . B. In consideration of TPM 00-272 OWNER hereby covenants and agrees for the benefit of CITY, to do the following: No protest shall be made by the owners to any proceedings for the installation or acquisition of street improvements, including undergrounding of utility lines, under any special assessment 1911 or the Municipal Improvement Act of 1913 , or any other applicable state or local law, and whether processed by the City of Encinitas or any other governmental entity having jurisdiction in the matter and for the purposes of determining property owners support for same. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrancers, successors, heirs, personal representatives, transferees and assigns of the respective parties . D. OWNER agrees that OWNER' s duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant . Cov. 00-272antt . cov E. If either party is required to incurs costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorney' s fees, from the other party. F. Failure of the OWNER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant . G. Upon OWNER' s satisfaction of OWNER' s duties and obligations contained herein, OWNER may request and CITY shall execute a "Satisfaction of Covenant" . H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant, the right to enforce this Covenant against OWNER. ACCEPTED AND AGREED: OWN R Dated /c-l4V 40/ dT Tr (Print name:) Dated (Print name:) (Notarization of OWNER signature is attached) CITY TAN TAS Dated f �7 �� by / (Notarization not required) LEROY C. BODAS, Director of Engineering Services Cov. 00-272antt .cov CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT /} State of California ss. County of I ��P� �n On��Pl�rG�,G�Jlil before me, Date j Name and Titlof Officer(e.g.,'Jane Doe,Notary Public") personally appeared 1r 47yl Name(s)of Signer(s) �Ilpersonally known to me proved to me on the basis of satisfactory evidence I to be the person(s) whose name(s) is/are W�ILTFRBEERLEJR. subscribed to the within instrument and acknowledged to me that he/she/they executed Z -� Commission- 1185038 the same in his/her/their authorized Notary Public-California Z San Diego County capacity(ies), and that by his/her/their My Comm.tyPVMJun23,2002 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above Sig Lure of NotarorPublic ' OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document i Title or Type of Document: I� �I Document Date: Number of Pages: I , Signer(s) Other Than Named Above: I I Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General - l �I ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ©1999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402-www.nationalnotary.org Prod.No.5907 Reorder:Call Toll-Free 1-800-876.6827 ATTACHMENT "A" TO COVENANT REGARDING REAL PROPERTY PROJECT NO. TPM 00-272 PROPERTY DESCRIPTION All those portions of Lots 5 and 6 in Block 11 of North Leucadia, in the City of Encinitas, County of San Diego, State of California, according to Map thereof No. 524 (also known as Map No. 763) , filed in the Office of the County Recorder of San Diego County, April 6, 1888, together with portions of Hygeia Avenue and Monterey Street, as said portions of said Avenue and Street were vacated and closed to public use by an order of the Board of supervisors of said San Diego County, a copy of which said closing having been recorded November 19, 1915, in Book 37, Page 56 of Supervisors Records, described as a whole as follows: Beginning at the intersection of the Easterly li:.e of the Westerly 20.00 feet of said Hygeia Avenue with the Southerly line of the Northerly 20.00 feet of Monterey Street; t hence Westerly along said Southerly line of said Northerly 20 .00 feet of Monterey Street, a distance of 220.00 feet; thence Northerly parallel with the Westerly line of said Hygeia Avenue, a distance of 226.87 feet to the Southerly line of land conveyed to Dick Jacobus Dolman by Deed recorded August 29, 1924 as Document No. 36572, in Book 1029, Page 159 of Deeds; thence Easterly along the Southerly line of said land so conveyed to Dolman, a distance of 220.00 feet to the Easterly line of the Westerly 20 .00 feet of said Hygeia Avenue; thence Southerly along said Easterly line, a distance of 226.87 feet to the point of beginning. Except that portion of said land included within the land described in Deed to Bernard J. Smith and wife recorded December 24, 1968 as File/Page No. 225100 of Official Records of S aid County. THE ORIGINAL OF THIS DOCUMENT Recording Requested by: WAS RECORDED ON SEF' 02, 9003 City Engineer DOCUMENT NUMBER 9003-108811 CKGORY J. SMITH, COUNTY RECORDER When Recorded Mail To: SAN DIEGO COUNTY RECORDER'S OFFICE. TIME: 3:58 PM City Clerk City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 SPACE ABOVE FOR RECORDER'S USE COVENANT REGARDING REAL PROPERTY: PUBLIC IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. Assessor's Parcel No. 254-061-09 Project No.: TPM 00-272 W.O. No.: 7084-1 A. ROBERT E. ANTT (SUBDIVIDER" hereinafter) is the owner of real property which is commonly known as TPM 00-272 ("PROPERTY" hereinafter) and which is described as follows: See Exhibit A which is attached hereto and made a part hereof. B. The tentative subdivision of the PROPERTY was approved with the final approval subject to certain conditions requiring the construction of public improvements by SUBDIVIDER. SUBDIVIDER has applied for final approval of the subdivision but has not constructed the required public improvements. In consideration of the final approval of the subdivision of the PROPERTY by the City of Encinitas ("CITY" hereinafter) , SUBDIVIDER hereby covenants and agrees for the benefit of CITY, to do the following: See Exhibit B which is attached hereto and made a part hereof. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrances, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. SUBDIVIDER agrees that SUBDIVIDER's duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due f financial obligation owing to CITY by way of this Covenant. E. If either party is required to incur costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorneys fees, from the other party. F. Failure of SUBDIVIDER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant. G. Upon SUBDIVIDER's satisfactory completion of SUBDIVIDER's duties and obligations contained herein, SUBDIVIDER may request and CITY shall execute a Satisfaction of Covenant. H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant, the right to enforce this Covenant against SUBDIVIDER. ACCEPTED AND AGREED: DEVELOPER . Dated Dated (Notarization of OWNER signature is attached.) CITY Z B ! ll-p,- y: Leroy Bodas Director of ngineering Services Dated 1,111710 Z (Notarization not required) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT i State of California ss. County of On �L j before me, ate Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared '4T Names)of Signer(s) , ❑ personally known to me proved to me on the basis of satisfactory evidence _ to be the person(s) whose name(s) is/are subscribed to the within instrument and I OMY WALTER n#11 5 acknowledged to me that he/she/they executed s Commission#]]85038 Notary Public-California the same in his/her/their authorized San Diego County capacity(ies), and that by his/her/their Comm.Eilp]resJun23,2002 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) ; i acted, executed the instrument. WITNESS my hand and official seal. r Place Notary Seal Above Signature of N0;11111u blic I OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: I i Signer(s) Other Than Named Above: I Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): 11 Partner—L Limited F1 General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: l Signer Is Representing: 0 1999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.nationalnotary.org Prod.No.5907 Reorder.Call Toll-Free 1-800-876-6827 ATTACHMENT A TO COVENANT REGARDING REAL PROPERTY: PUBLIC IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. PROJECT NO. TPM 00-272 PROPERTY DESCRIPTION All those portions of Lots 5 and 6 in Block 11 of North Leucadia, in the City of Encinitas, County of San Diego, State of California, according to Map thereof No. 524 (also known as Map No. 763) , filed in the Office of the County Recorder of San Diego County, April 6, 1888, together with portions of Hygeia Avenue and Monterey Street, as said portions of said Avenue and Street were vacated and closed to public use by an order of the Board of supervisors of said San Diego County, a copy of which said closing having been recorded November 19, 1915, in Book 37, Page 56 of Supervisors Records, described as a whole as follows : Beginning at the intersection of the Easterly li:.e of the Westerly 20.00 feet of said Hygeia Avenue with the Southerly line of the Northerly 20.00 feet of Monterey Street; thence Westerly along said Southerly line of said Northerly 20 .00 feet of Monterey Street, a distance of 220.00 feet; thence Northerly parallel with the Westerly line of said Hygeia Avenue, a distance of 226.87 feet to the Southerly line of land conveyed to Dick Jacobus Dolman by Deed recorded August 29, 1924 as Document No. 36572, in Book 1029, Page 159 of Deeds; thence Easterly along the Southerly line of said land so conveyed to Dolman, a distance of 220.00 feet to the Easterly line of the Westerly 20.00 feet of said Hygeia Avenue; thence Southerly along said Easterly line, a distance of 226.87 feet to the point of beginning. Except that portion of said land included within the land described in Deed to Bernard J. Smith and wife recorded December 24, 1968 as File/Page No. 225100 of Official Records of said County. ATTACHMENT B TO COVENANT REGARDING REAL PROPERTY: PUBLIC IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. PROJECT NO. TPM 00-272 SUBDIVIDER's DUTIES AND OBLIGATIONS Name of SUBDIVIDER: ROBERT E. ANTT Tract or Parcel Map Number TPM 00-272 Name of subdivision: 248 HILLCREST DRIVE Resolution of Approval Number: DCD 2001-15 Adopted: MARCH 5, 2001 Estimated total cost of improvements: A-. 0 548.On 1.0 IMPROVEMENTS REQUIRED 1.1 SUBDIVIDER agrees at SUBDIVIDER's own cost and expense to furnish all the labor, equipment and materials to perform and complete, in accordance with the plans and specifications and to the satisfaction and approval of the City Engineer, all of the public improvements referred to below: Improvement plan drawing no. 7084-1 sheets 1 through 2 dated Zz 03 and prepared by SOWARD AND BROWN ENGINEERING as approved on T10 3 by the City Engineer together with any subsequent amendments approved in writing by the City Engineer on file with CITY in City Engineer's office and incorporated herein as though fully set forth at length. 1.2 Further, SUBDIVIDER agrees to perform the following Conditions: Public Improvements pursuant to TPM 00-272 AND 7084-1 2.0 PROGRESS OF WORK 2.1 Time is of the essence with this Covenant. SUBDIVIDER shall commence substantial construction of the public improvements required by this Covenant no later than f3f?Z�o� and shall complete the public improvements no later than (t tZ o In the event good cause exists, as determined by the City Engineer, the time for commencement of construction or completion of the public improvements hereunder may be extended. Any such extension may be granted without notice to SUBDIVIDER's Surety or Sureties, if any, and shall in no way affect the validity of this Covenant or release the Surety or Sureties on any security given f or the faithful performance of this Covenant. The City Engineer shall be the sole and final judge as to whether or not good cause has been shown to entitle SUBDIVIDER to an extension. As a condition of such extensions, the City Engineer may require SUBDIVIDER to furnish new security guaranteeing performance of this Covenant, as extended, in an increased amount as necessary to compensate for any increase in construction costs as determined by the City Engineer. 2.2 If any of the public improvements are to be constructed or installed on land not owned by SUBDIVIDER, no construction or installation shall be commenced prior to SUBDIVIDER demonstrating to CITY that SUBDIVIDER has acquired the appropriate property interests. 2.3 SUBDIVIDER shall, at SUBDIVIDER's expense, obtain all necessary permits and licenses for the construction of the public improvements and give all necessary notices and pay all fees and taxes required by law. 2.4 SUBDIVIDER shall notify the City Engineer in writing at least 15 days prior to the commencement of work hereunder. No construction work shall begin until authorized by CITY. 2.5 SUBDIVIDER shall not be entitled to obtain occupancy permits for the buildings constructed on any lot created by the subdivision until all required improvements have been provided to the satisfaction of the City Engineer. 2.6 SUBDIVIDER shall at all times maintain safe construction facilities, and provide safe access, for inspection CITY, to all parts of the work and to the shops wherein the work is in preparation. 2.7 SUBDIVIDER shall give good and adequate warning to the public to each and every existing danger relating to the construction of the public improvements, and shall protect the public from such dangers. 3.0 INSPECTION/APPROVAL OF IMPROVEMENTS 3.1 The City Engineer or his duly authorized representative, upon request of SUBDIVIDER, shall inspect, at SUBDIVIDER's expense the public improvements herein agreed to be constructed and installed by SUBDIVIDER. If determined to be in accordance with applicable CITY standards and the other terms of this Covenant, the City Engineer shall approve the improvements. 3.2 SUBDIVIDER agrees to pay for each inspection of the improvements required by the City Engineer. 3.3 Approval of the public improvements by CITY, shall not constitute a waiver by CITY of any defects in the improvements. 3.4 Until such time as the public improvements required by this Covenant are fully completed by SUBDIVIDER and approved by the City Engineer, SUBDIVIDER will be responsible for the care, maintenance, repair and replacement of such public improvements. 4.0 HOLD HARMLESS 4.1 SUBDIVIDER agrees to indemnify and hold CITY and CITY's officers, officials, employees, and agents harmless from, and against any and all liabilities. claims, demands. causes of action, losses, damages and costs, including all costs of defense thereof, arising out of, or in any manner connected directly or indirectly with, any acts or omissions of SUBDIVIDER or SUBDIVIDER's agents, employees, subcontractors, officials, officers or representatives. Upon demand, SUBDIVIDER shall, at its own expense, defend CITY and CITY's officers, officials, employees and agents, from and against any and all such liabilities, claims, demands, causes of action, losses, damages and costs. 4.2 SUBDIVIDER's obligation herein includes, but is not limited to, alleged defects in the plans, specifications and design of the public improvements; but does not extend to liabilities, claims, demands, causes of action, losses, damages or costs that arise out of a defect in the plans, specifications or design that is a result of a change required by CITY to SUBDIVIDER's proposed plans, specifications or design so long as such change is objected to, in writing, by SUBDIVIDER, and the writing is filed with the City Engineer more than ten days prior to the commencement of work. 4.3 SUBDIVIDER's obligation herein includes, but is not limited to, alleged defects in the construction of the public improvements; alleged defects in the materials furnished in the construction of the public improvements; alleged injury to persons or property; alleged inverse condemnation of property or a consequence of the design, construction, or maintenance of the work or the public improvements; and any accident, loss or damage to the work or the public improvements prior to the approval of the construction of the public improvements by CITY. 4.4 By approving the improvement plans, specifications and design or by inspecting or approving the public improvements, CITY shall not have waived the protections afforded herein to CITY and CITY's officers, officials, employees and agents or diminished the obligation of SUBDIVIDER who shall remain obligated in the same degree to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless as provided above. 4.5 SUBDIVIDER's obligation herein does not extend to liabilities, claims, demands, causes of action. losses, damages or costs that arise out of CITY's intentional wrongful acts, CITY's violations of law. or CITY's sole active negligence. 5.0 INSURANCE 5.1 SUBDIVIDER shall obtain and maintain a policy of motor vehicle liability, public liability, general liability and property damage insurance from an insurance company approved by CITY and authorized to do business in the State of California, in an insurable amount of not less than one million dollars ($1,000,000.00) for each occurrence. The insurance policy shall provide that the policy shall remain in force during the life of this COVENANT and shall not be cancelled, terminated, or allowed to expire without thirty (30) days prior written notice to CITY from the insurance company. 5.2 CITY shall be named as an additional insured on SUBDIVIDER's policies. 5.3 SUBDIVIDER shall furnish certificates of said insurance to CITY prior to commencement of work under this AGREEMENT. 6.0 REPAIR, MAINTENANCE AND REPLACEMENT As a condition on the approval by CITY of the satisfactory construction of the public improvements, SUBDIVIDER shall prepare, have executed. and record a covenant, in a form satisfactory to CITY, whereby property owners who will be served by the public improvements will be obligated to provide for the repair, maintenance and replacement of the public improvements and to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless. It is the intention of the City of Encinitas, Engineering services, that Repair, Maintenance and Replacement as specified in the covenant regarding Real Property, Public Improvements as required as a condition of the Final Approval of subdivision of Real Property shall mean that the subdivider shall be responsible for the Public Improvements for one (1) year after acceptance be the City of Encinitas. Thereafter, repair, maintenance and replacement of the Public Improvements shall be the responsibility of the City of Encinitas 7.0 NOTICES 7.1 Any notices to be given under this COVENANT, or otherwise, shall be served by certified mail. 7.2 For the purposes hereof, unless otherwise provided in writing by the parties hereto, the address of CITY and the proper person to receive any such notice on its behalf is: City Engineer City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 And the address of SUBDIVIDER and the proper person to receive any such notice on its behalf is: ROBERT E. ANTT 829 SECOND STREET SUITE A ENCINITTAS CA. 92024 8.0 SUBDIVIDER's CERTIFICATION OF AWARENESS OF IMMIGRATION REFORM AND CONTROL ACT OF 1986 SUBDIVIDER certifies that SUBDIVIDER is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC SS 1101-1525) and will comply with these requirements, including but not limited to verifying the eligibility for employment of all agents, employees, subcontractors and consultants that are included in, satisfy the duties and obligations contained herein. 9.0 GENERAL PROVISIONS 9.1 Neither SUBDIVIDER nor any of SUBDIVIDER's agents or contractors are or shall be considered to be agents of CITY in connection with the performance of SUBDIVIDER's duties and obligations under this Covenant. 9.2 Sale or other disposition of the PROPERTY will not relieve SUBDIVIDER from the duties and obligations set forth herein. 9.3 SUBDIVIDER shall provide the improvements as an independent contractor and in pursuit of SUBDIVIDER's independent calling, and not as an employee of CITY. SUBDIVIDER shall not be under control of CITY except as to the result to be accomplished. SUBDIVIDER may confer with CITY as required to perform this Covenant. 9.4 No verbal agreement or conversation with any officer, official, agent or employee of CITY, either before, during or after the execution of this Covenant, shall effect or modify any of the terms or obligations herein contained. THE ORiurNAL OF THIS DOCUMENT Recording Requested by: WAS RECORDED ON OJEF' 0 1 X0011 City Engineer DOCUMENT NUMBER 19003-1068812) FiREGORY J. SMITH COUNTY RECORDER When Recorded Mail To: SAN DIEGO COUNTY RECORDER'S OFFICE TIME: 3:58 F,M City Clerk City of Encinitas 505 S. Vulcan Avenue F:ncin*tas, CA 99()94 SPACE ABOVE FOR RECORDER' S USE COVENANT REGARDING REAL PROPERTY: PRIVATE IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. Assessor's Parcel No.254-061-09 Project No.: TPM 00-272 W.O.No.: 7084-G A. ROBERT E. ANTT (SUBDIVIDER" hereinafter) is the owner of real property which is commonly known as 248 Hillcrest Drive Avenue ("PROPERTY" hereinafter) and which is described as follows: See Exhibit A attached hereto and made a part hereof. B. The tentative subdivision of the PROPERTY was approved with the final approval subject to certain conditions requiring the construction of private improvements by SUBDIVIDER. SUBDIVIDER has applied for final approval of the subdivision but has not constructed the required private improvements. In consideration of the final approval of the subdivision of the PROPERTY by the City of Encinitas ("CITY" hereinafter), SUBDIVIDER hereby covenants and agrees for the benefit of CITY, to do the following: See Exhibit B which is attached hereto and made a part hereof. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrances, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. SUBDIVIDER agrees that SUBDIVIDER's duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant. E. If either party is required to incur costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorneys fees, from the other party. CALIrORI.IA ALL-PUF'u-7SE ACKNOI':LEDGILEKT State of County of On 2 before me, `, o+w •�o t a Odstr M�..• Ow.WW'VV pwe) , personally appeared O personally known to fne–OR– roved to me on the basis of satisfactory evidence to be the person(s) whose name( re subscribed to the within instrument and acknowle d to me he/they executed the Frth'e v(fi mer Aheir authorize capacity(ies),and that by r eir signature(s)on the instrument the person(s), OFFICIAL SEAL entity upon behalf of which the person(sj acted, ARTHUR P ARQUILLA executed the instrument. '? NOTARY PUBLIC.CALIFORNIA, 11 COMM.NO.1334102 SAN DIEGO COUNTY WITNE m hand and official seal. MY COMM.EXP.JAN•7,2006 Y OAS6l R , f OPTIONAL j Though the information below is not required by k",h may prove valuable to persons relying baudu/ent removal end reanachment o/rhis form to another umenl document and could prevent Description of Attached Document Tltle or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Ca aci - � • P ty(tes) Claimed by Signer(s) '\ Signer's Name: Signer's Name: f O Individual 0 Individual O Corporate Officer O Corporate Officer Title(s): Title(s): D Partner —U Limited 0 General ,D Partner—p Limited O General O Attorney-in-Fact O Attorney-in-Fact D Trustee D Trustee O Guardian or Conservator O Guardian or Conservator D Other: lop of We 0 Other: lop of rn,ime he:c f Signer Is Representing. Signer Is Representing: t • i 1.1%.I A, ,, �-tom.-:r,,,,rw.'y_�..... ]-�'•..-�.�.. r�-� +.;..'�....-�....v�1�.0-- - - -�.,.-.....�-��.... 6.`�i Rl'��M:AA .M(',1•..:If:•C 1.', r•fll:.:11� ~ .-•:w�+•+-..:u+ 1'.07�:• !c•: �. .. Cl 1N rq-. 14-XI Vu.( .i - F. Failure of SUBDIVIDER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant. G. Upon SUBDIVIDER's satisfactory completion of SUBDIVIDER's duties and obligations contained herein, SUBDIVIDER may request and CITY shall execute a Satisfaction of Covenant. H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant, the right to enforce this Covenant against SUBDIVIDER. ACCEPTED AND AGREED: DEVELOPER Dated Dated (Notarization of OWNER signature is attached.) CI OF ENCI ITAS By a. 0- t, Dated & PETER COTA-ROBLES Director of Engineering Services (Notarization not required) ATTACHMENT A TO COVENANT REGARDING REAL PROPERTY: PRIVATE IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. PROJECT NO. TPM 00-272 PROPERTY DESCRIPTION All those portions of Lots 5 and 6 in Block 11 of North Leucadia, in the City of Encinitas, County of' San Diego, State of California, according to Map thereof No. 524 (also known as Map No. 763) , filed in the Office of the County Recorder of San Diego County, April 6, 1888, together with portions of Hygeia Avenue and Monterey Street, as said portions of said Avenue and Street were vacated and closed to public use by an order of the Board of supervisors of said San Diego County, a copy of which said closing having been recorded November 19, 1915, in Book 37, Page 56 of Supervisors Records, described as a whole as follows: Beginning at the intersection of the Easterly li:.e of the Westerly 20.00 feet of said Hygeia Avenue with the Southerly line of the Northerly 20.00 feet of Monterey Street; thence Westerly along said Southerly line of said Northerly 20.00 feet of Monterey Street, a distance of 220.00 feet; thence Northerly parallel with the Westerly line of said Hygeia Avenue, a distance of 226.87 feet to the Southerly line of land conveyed to Dick Jacobus Dolman by Deed recorded August 29, 1924 as Document No. 36572, in Book 1029, Page 159 of Deeds; thence Easterly along the Southerly line of said land so conveyed to Dolman, a distance of 220.00 feet to the Easterly line of the Westerly 20 .00 feet of said Hygeia Avenue; thence Southerly along said Easterly line, a distance of 226.87 feet to the point of beginning. Except that portion of said land included within the land described in Deed to Bernard J. Smith and wife recorded December 24, 1968 as File/Page No. 225100 of Official Records of said County. ATTACHMENT B TO COVENANT REGARDING REAL PROPERTY: PRIVATE IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. PROJECT NO. TPM 00-272 SUBDIVIDER's DUTIES AND OBLIGATIONS Name of SUBDIVIDER: ROBERT E. ANTT Tract or Parcel Map Number TPM 00-272 Name of subdivision: TPM 00-272 Resolution of Approval Number: 2001-15 Adopted: _ March 5, 2001 Estimated total cost of improvements: $ 58.700.00 1.0 IMPROVEMENTS REQUIRED 1.1 SUBDIVIDER agrees at SUBDIVIDER's own cost and expense to furnish all the labor, equipment and materials to perform and complete, in accordance with the plans and specifications and to the satisfaction and approval of the City Engineer, all of the private improvements referred to below: Grading plan drawing no. 7084-G sheets 1 through 2 dated B,/ZZ ,2003 and prepared by Sowards and Brown ENGINEERING INC. as approved on (1&16r ZZ ,2003. by the City Engineer together with any subsequent amendments approved in writing by the City Engineer; on file with CITY in City Engineer's office and incorporated herein as though fully set forth at length. 1.2 Further, SUBDIVIDER agrees to perform the following conditions: All improvements, conditions and work pursuant to Conditions of Approval for TPM 00-272 2.0 PROGRESS OF WORK 2.1 Time is of the essence with this Covenant. SUBDIVIDER shall commence substantial construction of the private improvements required by this Covenant no later than 1JJWbt ZZ ,2005 and shall complete the private improvements no later than Q�2.LZ� 2005. In the event good ; cause exists, as determined by the City Engineer, the time for commencement of construction or completion of the private improvements hereunder may be extended. Any such extension may be granted without notice to SUBDIVIDER's Surety or Sureties, if any, and shall in no way affect the validity of this Covenant or release the Surety or Sureties on any security given f or the faithful performance of this Covenant. The City Engineer shall be the sole and final judge as to whether or not good cause has been shown to entitle SUBDIVIDER to an extension. As a condition of such extensions, the City Engineer may require SUBDIVIDER to furnish new security guaranteeing performance of this Covenant, as extended, in an increased amount as necessary to compensate for any increase in construction costs as determined by the City Engineer. 2.2 If any of the private improvements are to be constructed or installed on land not owned by SUBDIVIDER, no construction or installation shall be commenced prior to SUBDIVIDER demonstrating to CITY that SUBDIVIDER has acquired the appropriate property interests. 2.3 SUBDIVIDER shall, at SUBDIVIDER's expense, obtain all necessary permits and licenses for the construction of the private improvements and give all necessary notices and pay all fees and taxes required by law. 2.4 SUBDIVIDER shall notify the City Engineer in writing at least 15 days prior to the commencement of work hereunder. No construction work shall begin until authorized by CITY. 2.5 SUBDIVIDER shall not be entitled to obtain occupancy permits for the buildings constructed on any lot created by the subdivision until all required improvements have been provided to the satisfaction of the City Engineer. 2.6 SUBDIVIDER shall at all times maintain safe construction facilities, and provide safe access, for inspection CITY, to all parts of the work and to the shops wherein the work is in preparation. 2.7 SUBDIVIDER shall give good and adequate warning to the public to each and every existing danger relating to the construction of the private improvements, and shall protect the public from such dangers. 3.0 INSPECTION/APPROVAL OF IMPROVEMENTS 3.1 The City Engineer or his duly authorized representative, upon request of SUBDIVIDER, shall inspect, at SUBDIVIDER's expense the private improvements herein agreed to be constructed and installed by SUBDIVIDER. If determined to be in accordance with applicable CITY standards and the other terms of this Covenant, the City Engineer shall approve the improvements. 3.2 SUBDIVIDER agrees to pay for each inspection of the improvements required by the City Engineer. 3.3 Approval of the private improvements by CITY, shall not constitute a waiver by CITY of any defects in the improvements. 3.4 Until such time as the private improvements required by this Covenant are fully completed by SUBDIVIDER and approved by the City Engineer. SUBDIVIDER will be responsible for the care, maintenance, repair and replacement of such private improvements. 4.0 HOLD HARMLESS 4.1 SUBDIVIDER agrees to indemnify and hold CITY and CITY's officers, officials, employees, and agents harmless from, and against any and all liabilities. claims, demands. causes of action, losses, damages and costs, including all costs of defense thereof, arising out of, or in any manner connected directly or indirectly with, any acts or omissions of SUBDIVIDER or SUBDIVIDER's agents, employees, subcontractors, officials, officers or representatives. Upon demand. SUBDIVIDER shall, at its own expense, defend CITY and CITY's officers, officials, employees and agents, from and against any and all such liabilities, claims, demands, causes of action, losses, damages and costs. 4.2 SUBDIVIDER's obligation herein includes, but is not limited to, alleged defects in the plans, specifications and design of the private improvements; but does not extend to liabilities, claims, demands, causes of action, losses, damages or costs that arise out of a defect in the plans, specifications or design that is a result of a change required by CITY to SUBDIVIDER's proposed plans, specifications or design so long as such change is objected to, in writing, by SUBDIVIDER, and the writing is filed with the City Engineer more than ten days prior to the commencement of work. 4.3 SUBDIVIDER's obligation herein includes, but is not limited to, alleged defects in the construction of the private improvements; alleged defects in the materials furnished in the construction of the private improvements; alleged injury to persons or property; alleged inverse condemnation of property or a consequence of the design, construction, or maintenance of the work or the private improvements; and any accident, loss or damage to the work or the private improvements prior to the approval of the construction of the private improvements by CITY. 4.4 By approving the improvement plans, specifications and design or by inspecting or approving the private improvements, CITY shall not have waived the protections afforded herein to CITY and CITY's officers, officials, employees and agents or diminished the obligation of SUBDIVIDER who shall remain obligated in the same degree to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless as provided above. 4.5 SUBDIVIDER's obligation herein does not extend to liabilities, claims, demands, causes of action. losses, damages or costs that arise out of CITY's intentional wrongful acts, CITY's violations of law. or CITY's sole active negligence. 5.0 INSURANCE 5.1 SUBDIVIDER shall obtain and maintain a policy of motor vehicle liability, public liability, general liability and property damage insurance from an insurance company approved by CITY and authorized to do business in the State of California, in an insurable amount of not less than one million dollars ($1,000,000.00) for each occurrence. The insurance policy shall provide that the policy shall remain in force during the life of this COVENANT and shall not be cancelled, terminated, or allowed to expire without thirty (30) days prior written notice to CITY from the insurance company. 5.2 CITY shall be named as an additional insured on SUBDIVIDER's policies. 5.3 SUBDIVIDER shall furnish certificates of said insurance to CITY prior to commencement of work under this AGREEMENT. 6.0 REPAIR, MAINTENANCE AND REPLACEMENT As a condition on the approval by CITY of the satisfactory construction of the private improvements, SUBDIVIDER shall prepare, have executed. and record a covenant, in a form satisfactory to CITY, whereby property owners who will be served by the private improvements will be obligated to provide for the repair, maintenance and replacement of the private improvements and to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless. 7.0 NOTICES 7.1 Any notices to be given under this COVENANT, or otherwise, shall be served by certified mail. 7.2 For the purposes hereof, unless otherwise provided in writing by the parties hereto, the address of CITY and the proper person to receive any such notice on its behalf is: City Engineer City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 and the address of SUBDIVIDER and the proper person to receive any such notice on its behalf is: Robert E. Antt 218 Hillcrest Drive Leucadia, CA. 92024 8.0 SUBDIVIDER's CERTIFICATION OF AWARENESS OF IMMIGRATION REFORM AND CONTROL ACT OF 1986 SUBDIVIDER certifies that SUBDIVIDER is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC SS 1101-1525) and will comply with these requirements, including but not limited to verifying the eligibility for employment of all agents, employees, subcontractors and consultants that are included in, satisfy the duties and obligations contained herein. 9.0 GENERAL PROVISIONS 9.1 Neither SUBDIVIDER nor any of SUBDIVIDER's agents or contractors are or shall be considered to be agents of CITY in connection with the performance of SUBDIVIDER's duties and obligations under this Covenant. 9.2 Sale or other disposition of the PROPERTY will not relieve SUBDIVIDER from the duties and obligations set forth herein. 9.3 SUBDIVIDER shall provide the improvements as an independent contractor and in pursuit of SUBDIVIDER's independent calling, and not as an employee of CITY. SUBDIVIDER shall not be under control of CITY except as to the result to be accomplished. SUBDIVIDER may confer with CITY as required to perform this Covenant. 9.4 No verbal agreement or conversation with any officer, official, agent or employee of CITY, either before, during or after the execution of this Covenant, shall effect or modify any of the terms or obligations herein contained. 1 \ , _ _ _ _ _ _.-_ _- __.. _.. _ _ -__, -_. _ __ ._.__ ___ _- __ . _. . _. _.. -_- _ - - ., ` , , _> } v , , , r �'::, .. f C�;/f / �/ � Q-/ (: I 11 . , „ a 11 I� � 1 Q 1& ' w P L.C.W.D. SE17£R Rrp Bb. �_ - `% B Ca GERM PER h -- -- 1°3 � - I ,� ti 1E 77.82 p SDRSD G 5 TYPE A R a? 3, - o, < , „ . \ ` , , i ` V c�, -°z. , V ,,1-1 I , _,' °v ,. �-7 „ v, _..: w :_ <b -- ..,. ; /c NEYr' 'C P etT _ -,,. 9 cp 11 e� ,;; o ., .. ':. , G9 _. .,;: 1. N ,z CP -.11 b NEW I I I— , T , I � � I , _. �,.: , {J A.C. PAVEMENT , 11 ­E � _ :Jp vs�w°s.w _ :: , , ..,.r.. �/�,�{1/�{j��y� : ., 7 r t, r '11 11 11 I 1 ­11 r.b°6 '1. CROWN _ _ - ,_., , , - - - --- - - - - --- - �' __, - .- - - - -- 0 r r .�• . . . , ry , -, , .. .„ , PROPOSED 5 DEDICAnON 11- ,., z;,ar... PER � � � _.:EOR PUBLIC R HY A 8L _,.;:: , x SDRSD, _ _ PER P.Pf. o ASwol>E >r�; „,,, Il(}�''f! '1 j J 1p }tom ,5 t1iL:C. �S{"D}EV,T Pf}" .AVL, rex .. ,f . BEGIN b 4y �RECORDED ' f d,� EARTHEN BERM N: ,j` `��11 I 1,EXlSTtNG PP _ `�_ „- PftOTECF 1N PLA a, ,,. ,, d? Sp ; ;, _ 2D 4!C. ., °{ ( ; te r . .. EXISTING POWER POLE 1N1NG WALL PER ' C-4__._ p # _ RETA `\� u 1 \ -- TO BE REMO/LT} C".01NA7E TW'84.5 BW 81.0 >F c 0 11_ - _ _.. e R.MO cXiST FAN E F / Wj UPUTY CO. PRIOR TO -_ _ s ; - .: n;:-ww�. » -� .�. : - SiAR7}hG R WORK - _._ : - NT539 7W ExlsnGPOr. P MEN 3f$ ilE� u L BI _ y _ . _ . I, TO REMAIN PRO _ r ACE / 2 { Tt7 P !. 211, ' O I 11 cX1�nNG t7RE Nt?RA,h}! 8� fL x, r, c� , f r. ':' ,,;° ,J REM R TIN PLACE 2 r , PR 0 D .� OP Sc _. ,;: , _ _ R TFC E S . ,, .. -. F,;. � ' -,-. - �__ -- r_ � - , , . - TREE iN PLACE DRIVEWAY n . 1 . _ , ,,. , 2. 1 _ .� -- � I �� , .. A.C.I„ �_ .. , F - � _ PER SPEC` NOTE 8 , AL _ � . _ _. , _ ry A, �. : SHEET 2 : -�.... I . -, �, "'�'7. v h / E _ b F1Y8 L „ r A °• �/ b f/ BW ? ?tea r - r \ . R iEA1 A G , _ $ A� „ :...v „ . PE 70 'a ,. _. W 7 B h 11 1 u3 .. 9 €3 .Al , : i OAF_ RET � p�/� � ` V� T 91 7 41 r; l'? P - .,>,, S 1 ,T - Rt F?a z Y� �! REM0 _. `� _ n: T 5 75_. �` 4, }.5 G_Zb. !E c o JA n r + A FREE / r / ,. '6 :, � ,c � o o , � EXtS„N,� POWER , Gc�. W -- Q v �. END TA1 - 1. \ TO BE REMCbt.D JOORDIF A t R C 4 �} , :; , P R,SDRSf3 ti E PER ST7 Sl1 � A . DRA}td BY N RE7 .:i#ALL TY}' : r ,. . . / \ W J,al.Y C . PRIOR t \ I. , j o O 7J T OW 77.t} ' db FWsT7.25 B T5a \ C 7Y✓ .9 1G 79.031E 78.58 2 x_ " , T '1 I „,: --- .8D ' . =,. f S AR r, G WORK _.._ 1NLE� F ,.; \. J T ATAT ff I f 0,.,., _ 8 , > T 2.5 tE 75_ . ._ REMt3 X7 r , _ , dE E S . a. - - - \ -' , --- - P RLf¢ W4LL>AND S,.AIR� Ly, s c I - ,_2.., , . . - ,11 I o o s c�� h65 �, �,, css m ',P> bri tti 78.86 _f � �w, p >'7 r: ps t � �e Al„ ;r ., .: ; : ,_.-_�i 4 n. I V �J 'r. i+'A `.:' �' rw '��} .Sys. ` V 11_ Pal co , , 14 � i L ./ I I I n -cT y�,r^ _ 1 1 -; , (DEV00 EX17IN� GUEST OUSE) \ � I? 3 F 1 x + , { *' _ � * "?; - , $ \, 1 R DEFA11. D },, 9 y, ' WA I'PER SDRSfl ,' ,, -2 , , f -_ . , ` '°A P3. . .gypp.. . - p, �. :RET ._._ --,.-./ -ry`,_• _ r s l 'If>fp 01- . . U 0 _ .x # BW 75.9 / v 11_ TW 79.4 1 ::; . .,:, , ;, - , }� .c ,.F, . _ 7 75 1 G _., ' ., 1 TW 725 W 5 \ `,;, , 4 F, ?/ 11 . , , . : :, 1. i. ' z l 1 " 4' P+JC 't d ,,,w 4 - - - ..°' � i p 74�) 1 1 1 \REMOIrz sXTST I 3 f) t$a p TG TS80 b h - REMatE tX57 1 1 �/ 1. P12OPOEED X24 c,/ .C" I A:C Ct?tddA. FREES s+ r A. P 1 " _ I 11,. ARKI G f. ,: ; 4.b4. TG � 7 EVS17NG RES1pE1'U L ,� . tz ' _ - 11 y PAD 78.94 --T Afi gg ' >O _I , ri > I 11 ci �C4 \ : 8 TO REMAIN 4 I 1 I_. ¢ ,l o� 0 I.i N_r a s S , 1 _, ;. -k e9 ^-�- _R LIMITS OF RETa_/ V&\ _ o ; �'/ �1.11 I I 11 WALL fl7: iE 11A91V rt � _ � ___ � -_- -_ �.�--i __ ' �. d. 3 h �s 96-iti „_, .. '3.. ° WALL , i i r c $U -- ---- --- Cv 1� p -' 13 s a ^„ c am { # /� . - � �-°- - --- = - i 8 �L1 a p 'a �, + Lt . .. -. L 1P,...c.�, .,. �,iLC -,,;. r �� __ �h' REMOVE � { , ,, t; } ( , . gg 39 F Sh -\ _ ,V R o WALL B S. A (: : 6 K� /y) 1g-_-_-0?ASS LINE SWALE _ ii o - p� - ' 11 2. . 2;9 *Wv Y !r �: S \ I _ _. N C - R s / -i1 _ REMOTE STAIR I g_ - # f .;.; ... GT RAIL ,.._ ;^ LCC rEw s, ncsrc sT� H 4 o \ i , In _„� ,t.,..„ , `rte , y, , a _. ' PER ARCrt _CI ., W id. SEK+lk E rARCEl. r 11 �i F . EXl a3. PAtMS Tfl 1 n ; ENTRY' _ •.e > 1i �, _-, r / r a r REMAIN PRO I T C i t z,=� Z i /f2x1 BROOKS ,' I CA Q! = rr/ _ { 11, rN PIItGE - - { F REMO E EX',Sr, a \ \ - t OU}Z ET DISSIPATER E # / c y/ s I SEE Di AIL C-1 , _ a y ry���� f 11 v 31 . J� Aa BRtVE1VAY , c, ,.- �\ G 74.D rE 72.5 f, ,. � S,',, _ 4 �. -. . - - s _ _ . ., .,. . '' , . . �,t is U ��. % _. - l� �,.r t .,,,.... ,'..A ,-.-. s 14� . A[�dI 4 q -061-09 ': I -. n t3(":?Y, LS'P , _ , L==.% _ I _. ,�� 6 PUC ® 1l< 'REM .l - - . ;_>._ " 1t PROPOSED 5` Dc"DiCA?iOP! . , \\ } y , ' 11 P1 H c fR �1 . C ,a % b 2 /L C S c FOR PUBLIC RjW (I,t , >t.:°; -= EXIST. PALM , �. a '. s ,, t , » ' ' 3 3. \ PER s ARLLt MAP _...___._ F. . x.94 (FXr TlNq) 8"_. . t PROTECT IN PLACE A ' . P y w \ REC.- ----- { i EXfiSTIF G TREE f. T t, , U i_=_ _ ,� o - { . ___.,� i I � , Q L , I 'IN ,"Cq I . v I I c4i ' il® \E,. r• REtTOi EXIST -} I I TEMPORARY ERlI 1 CON \, � t i i - _ __. USE ONE ROW SANDBAGS O a_ V A.C. DRitrcWAY PALO X776 � \ ` t ,.,� TEMPORARY EROS70lt CONTROL. . J h �L . y ,l AP R, ,.. ! z, USE ONE ROW SANDBAGS,' TWO BAGS HIGH, STAGGERED AROUND ALL C A y a (. . ,UAL(, ;; , ; ; ' {I a , M / & 7 STAGGERED ALONG ENTIRE PROPERTY LINE. 4 S P T1FSD ; ° „ }r t ., OAT om. `' 1 _ � It, } I t, _._.- f , I e D X40 TYPF,2 USE NO. 2 BACKING � t V -��.. -_ .., >. ! � �r��d ,, � r I 12 THICK WR If THICK . . �j,,,a 1 a DEC O D GRANITE f1LTER \ ,..:�;.,._ _ _-____. ._.... ._ ..v _: ""!°°'w _._.- ! v a .. - d ,. v r_ - 1 � r I { �._. �._�. w + - s= - v y , -^`�/ i ___ � � 1 +94.CCU' It& __ - 1v +, 3 r „ f ". � _ _- _ v ,j..r .11 _.x-_ _..-•d,.- __ _ r v.L. '' .,,qa•1 9 :I cPl 'E 7 RE A+;`,f ,' i9iJ , ; L25. _ a rF t.- I { R ,, - , _. - - r _.. - I r f , a� 11 TEMPOR,4RY EROSION CW - Y" ' �1� _,_�. USE ONE ROW SANDBAGIC Th..' ��5 Ir�i __ t,4 ,, - _ t° ?� ' TACC£RED ALONG EN PRE PROP { iofs'E w a �� _I \„ - 9 (�gg]] p 1 R.;F14K , s ,+ _,- J _ , „.,, _11 - v SAN C?lEGUfT WAlRjSrn t:y - , Cfkl#}�t1NlY SRlS IJE ?474t�fT CARDIFF SAPr1�AHON L�IST??f T r e_..__ _,__ _ e z 1'` r d } REWEKED BX - Y REV4EVED BY. 13neh = gp bt. �J �rr ,eel, �`� DATE - i DATE DATE N 1 * Sll.h's{t' RF FXPIR6S,Z 'PARS i r'74 DA TL Sr'C.NE✓ _' .._.. _. __a .. _- _ ., - -v_��__ _ _ .. _ ..... ._,_ > _.. __ -�..._ .«®,mr,...._^t,--+,.._e.._ _,.•<--_.._-,- f !!,,j)-C:yy�� . 'u.. i "T.. ,t��y5/� ,. <<: .._ -. ...._.-..... _..-__..._._..._,._..__._...._.._ .. -..._._....._ ....... .. .. . ..... t F s go gyp•{,q�+p �g� R ! C.[}g'iY1l1:.aA IAA°57L :L3EIYSef7 /p( (� .Alst4L.,.. i �^t ,{,( - rq p� 5. ,.+py7'�,}y r.. , .. !__ _-5 p ?f ''_' I -y __ ; .._' I ._. 13 -"_ h r.-._... ,.,, t,'-' nt"l... i.Y. R_ tiL Y7J�VOYJ { w rSL MARK F i� 'Yfli4-<Y7£ L} �+Q,1«c.t1"tNtL-y$8 d ,,,4,,:: � n%t?":, .i �r'r'�F.. t i �( hr-- ''...( L + C_> `°_- �`` , y;i ., -t".jvY a,s --.-- _ �u....,...._.�,.._«v.m:.....__..._ .m...�..__ _ _ ._._.:,..: ,.,. -.."..:..,.._. ___ "" ...'.._..._...._ ,...._..:;n.._ ...r_».....,__°_..,-® .......a...:.. � _-..._-_-.__.. ,. � , a i,:.. ti .R t _ 1 CITY {3t ENCINIFAS -✓ERnCAL 6 7.0 ,4f,R:;: + 4,:, A. ; t{t _ . . . .- �_..._.._ _ _..,-._-..-..m,._.... � t�,n,tL[[fi�tt[[ x e.. .!i 1 i t 9" t ! ` '` q STAPOV HOIOI 954- D R;'W° N TZDNTAL ,' 9° : 1G` P , F R tiCMt$ ,'r, ," ,,r 1 :;, ,+ - ii;f, ,' ,