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2010-10516 GLine: �- I ae aq 74� 6 i T :-: ZIA L /oni4' -Et5; FINAL REPORT OF TESTING AND OBSERVATION SERVICES PERFORMED DURING REMEDIAL GRADING 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA L OCT 2 0 2010 E;cl ",EE.HiG SERVICES Ii -" (l, EI;' ":IIAS PREPARED FOR LA COSTA FLOWER GROWERS CARLSBAD, CALIFORNIA OCTOBER 19, 2011 PROJECT NO. G1021- 32 -01A GEOCON INCORPORATED G E O T E C H N I C A L ■ E N V I R O N M E N T A L ■ M A T E R I A L S Project No. G 1021 -32 -01 A October 19, 2011 La Costa Flower Growers 3319 James Drive Carlsbad, California 92008 Attention: Mr. David Maldonado Subject: FINAL REPORT OF TESTING AND OBSERVATION SERVICES PERFORMED DURING REMEDIAL GRADING 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA Dear Mr. Maldonado: Q) In accordance with your request, we have provided observation and compaction testing services during remedial grading performed at Site I and Site 2 (see Location Map, Figure 1) at the subject project. The project plans prepared by Dudek & Associates, Inc., are titled Grading Plans for: La Costa Growers, 556 Union Street, Drawing No. 10516 -G, city signature dated October 26, 2010. The project geotechnical report is titled Limned Geotechnical Investigation, 556 Union .Street Property, Encinitas, California, prepared by Geocon Incorporated, dated December 5, 2008 (Project No. 61021- 32 -01). The scope of our services consisted of performing in -place density tests and observation services on a "part time" basis between August I 1 and 24, 2011. The base map used to present the as- graded geology and the approximate locations of in -place density tests performed during grading (Figure 2) was produced from an AutoCAD file of the grading plans provided by Dudek & Associates, Inc. The map also depicts existing improvements and, current and previous ground topography at the sites. For ease of mapping at Site 1, we did not delineate the horizontal limits of compacted fill, undocumented fill, and Terrace deposits. References to elevations, locations, and geologic contacts herein are based on surveyors' or grade checkers' stakes in the field and /or interpolation from the referenced grading plans. Geocon Incorporated does not provide surveying services and has no opinion regarding the accuracy of as- graded elevations or surface geometry with respect to the approved grading plans or proper surface drainage. 6960 Flanders Drive ■ San Diego, California 92121-2974 ■ Telephone 858.558.6900 ■ Fax 858.558.6159 Grading consisted of removing debris laden fill from Site I and Site 2 located along the southwest and northeast portions of the subject property, respectively. The fill was exported from the property. Excavations up to six feet below the existing ground surface were performed to achieve finish grades. The resulting ground surface was moisture conditioned as necessary and compacted. In some instances, removals extended deeper than the design grades resulting in a depression on the ground surface. Where this occurred, the bottom of the excavation was scarified, moisture conditioned as necessary, and compacted prior to placing fill to re- establish design grades. For the following references, we utilized the applicable ASTM version at time of testing. We performed in -place density tests using a nuclear gauge in conformance with ASTM D 6938. Results of the field tests are summarized in Table 1. In general, the in -place density test results indicate the soils placed during remedial earthwork possess a dry density of at least 90 percent of the laboratory maximum dry density near to slightly above optimum moisture content at the locations tested. We performed laboratory compaction tests on representative soil samples in accordance with ASTM D 1557 (maximum dry density and optimum moisture content). The results of laboratory tests are summarized in Table II. The grading performed at Site 1 and Site 2 resulted in less than approximately 18 inches of compacted fill and dense Terrace Deposits at ground surface. The compacted fill at the sites is underlain by undocumented fill. In this regard, settlement- sensitive improvements should not be constructed at Site I and Site 2 without a comprehensive geotechnical investigation to evaluate the site soil conditions. If there are questions regarding this report, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCONINCORPORATED Emilio ATI RCE 66915 C3 EA:DBE:dmc No. 66915 6tp.9MI2 (6 /del) Addressee (email) JR Bristol Contracting Attention: Mr. John C. Revell David B. Evans CEG 1860 'o\pNAL � O� DAVID a. O g EVANS G? CERTIFIED 1 ENGINEERING N,A GEOIDGISr Q Project No. G1021- 32-01A .2. October 19. 2011 THE GEOGRAPHIOK INFORMATION MADE AVAILABLE FOR DII WXS FIROVIDED BY GOGGLE EMTH SUBJECT TO A LICENSING AGREEMENT THE INFORMATION IS FOR ILLUS- RATIVE P RPOSES ONLY a IS NOT INTENDED FOR CLIENTS USE OR RELIANCE MO Sl U NOT BE REPRODUCED By CLIENT CLIENT SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS DEMON FROM ANY LIABLT INCURRED AS A III OF SUCH USE OR RELWM.E BY CLIENT 1�1 NO SCALE GEOCON LOCATION MAP INCORPORATED 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA GEOTECHNICAL ■ ENVIRONMENTAL ■ MATERIALS 6960 FLANDERS DRIVE- SAN DIEGO, CALIFORNIA 92121 -2974 PHONE 858 558 -6900 - FAX 858 558 -6159 EA I RA DSKIGTYPD DATE 10 - 19.2011 PROJECT NO. G1021 - 32 - 01A FIG. 1 Vv YNq Y IPROJECTS %G102132 -01A 556 UNION STREETIDETAILSI3102132 -01A VianiyMep Ewg iJ 04 -7 i k SEE SHT GP05 FOR IRRIGATION LEGEND, NOTES AND DETAILS 2 [1Rir[R5 Pm CpIIYNER w l (OR rFV w 1/2' nsnc (I ) Z� 817E 2 i wRRUne TO [xr[RO I \ scxU_ i -m, Pp ox 2'+sn urouno ra I `\ SEE SHT GPOS FOR IRRIGATION LEGEND, NOTES AND DETAILS 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA GEOCON LEGEND Q.C�/f ...... ..COMPACTED FILL QUdf.... .... UNDOCUMENTED FILL (Dotted Where Buried) Qt TERRACE DEPOSITS (Dotted Where Buried) ST -59 APPROX. LOCATION OF IN -PLACE DENSITY TEST ST .... Slope Test '0'�!✓ .......APPROX. LOCATION OF GEOLOGIC CONTACT (Queried Where Uncertain) GEOCON INCORPORATED GEOTECHNICAL ■ ENVIRONMENTAL ■ MATERIALS 6960 RANDERS DRIVE - SAN DIEGO, CAW)RNIA 92121 2974 PHONE 858 558. 6900 - FAX 858 558L1159 PROJECTNO. G1021.32.OIA FGURE AS - GRADED GEOLOGIC MAP DATE 10- 19 -2011 TABLE SUMMARY OF FIELD DENSITY TEST RESULTS Project No. G1021- 32 -OIA October 19, 2011 Elev. I'lus Field Field Field Req'd. or 3/4" Dry Moist. Rel. Rel. Depth Curve Rock Dens. Cont. Comp. Comp. Test No. Dale Location (fl) No ( %) (pcf) (%) (%) ( %) ST 1 08/19/11 Site 1 152 1 0 115.7 8.5 90 90 ST 2 08/19111 Site 1 151 1 0 116.2 9.2 90 90 3 08119/11 Site 1 148 1 0 118.7 10.7 92 90 ST 4 08129111 Site 2 175 1 0 117.6 9.0 91 90 ST 5 08129/11 Site 2 174 1 0 116.7 11.9 90 90 Project No. G1021- 32 -OIA October 19, 2011 TABLE EXPLANATION OF CODED TERMS - TEST SUFFIX A, B, C, . . . : Retest of previous density test failure, following moisture conditioning and/or recompaction. Fill in area of density test failure was removed and replaced with properly compacted fill soil. - PREFIX CODE DESIGNATION FOR TEST NUMBERS ST - SLOPE TEST - CURVE NO. Corresponds to curve numbers listed in the summary of laboratory maximum dry density and optimum moisture content test results table for selected fill soil samples encountered during testing and observation. - ROCK CORRECTION For density tests with rock percentage greater than zero, laboratory maximum dry density and optimum moisture content were adjusted for rock content. For tests with rock content equal to zero, laboratory maximum dry density and optimum moisture content values are unadjusted. - TYPE OF TEST SC: Sand Cone Test (ASTM D1556) NU: Nuclear Density Test (ASTM D2922) OT: Other - ELEVATION /DEPTH Test elevations/depths have been rounded to the nearest whole foot. Project No. G1021- 32-01A October 19, 2011 TABLE II SUMMARY OF LABORATORY MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT TEST RESULTS ASTM D 1557 Project No. G1021 -32 -0IA October 19, 2011 Maximum Optimum Sample No. Description Dry Density Moisture Content (pef) (% dry wt.) I Reddish brown to brown, Silty, fine to coarse SAND 129.0 8.7 with trace gravel and clay Project No. G1021 -32 -0IA October 19, 2011 APR 1 9 2010 � ENGINEERING SEFVICES CITY OF ENCINITAS LIMITED GEOTECHNICAL INVESTIGATION 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA PREPARED FOR LA COSTA FLOWER GROWERS CARLSBAD, CALIFORNIA DECEMBER 5, 2008 PROJECT NO. G1021 -32 -01 GEOCON I N C O H P O N A T F D Project No. G1021 -32 -01 December 5, 2008 La Costa Flower Growers 3319 James Drive Carlsbad, California 92008 Attention: Mr. Sergio Maldonado Subject: 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA LIMITED GEOTECHNICAL INVESTIGATION Dear Mr. Maldonado: GEOTECHNICAL CONSULTANTS 40 In accordance with your request, we have performed a limited geotechnical investigation on the subject property. The scope of our services consisted of a field investigation to evaluate the existing soil conditions along two embankment zones located in the southwest and northeast portions of the site. The intent of the study was to identify the extent of fill in these areas since the soils have apparently been placed without a grading permit. Figure 1 shows the approximate location of the two study areas. The base map used to depict the site conditions (Figures 2 and 3) is an AutoCAD copy of topographic information provided by Dudek & Associates Incorporated. The map depicts recently acquired surface topography in the study areas and the approximate locations of the exploratory trenches. Figure 4 presents a cross section interpretation of the subsurface conditions along Area No. 1. Area No. I is located along the western property margin adjacent to an easement for Interstate 5 and west of existing greenhouse structures (see Figure 2). It appears that an embankment was constructed in this area with a west facing slope ranging in inclination from approximately 2:1 (horizontal:vertical) to 0.5:1. The toe of the embankment appears to originate at the fence line marking the Caltrans Right - of -Way and extends eastward to the level pad that supports greenhouses. An active municipal sewer line underlies this area. A sewer manhole is also present in Area No. 1. We understand that the sewer is relatively old. Area No. 2 is located in the northeast comer of the property (see Figure 3). This area is at the top of a slope that descends southward and westward from a level pad used for storage, to a relatively level site that supports green house structures. The slope is approximately 12 -feet high and varies in inclination. 6960 Flonderl Drive ■ Son Diego, Colifornia 92121.2974 N Telephone 18581 558-6900 ■ Fox 18581 SS86159 Observations of the ground surface indicate that the slope is generally comprised of dense natural terrace deposits. We performed the field investigation on October 16, 2008. Nine exploratory backhoe trenches were advanced to a maximum depth of 11 feet below the ground surface using a John Deere rubber -tire backhoe equipped with a 24- inch -wide bucket. The depth of excavation in Area No. 1 was limited due to the existing sewer line. We visually examined, classified, and logged the soils encountered in general accordance with ASTM D 2488, Standard Practice for Description and Identification of Soils (Visual- Manual Procedure). It should be noted that an abandoned 10 -inch transite concrete pipe was encountered along the southwest property margin (Area No. 1). Where observed, the pipe is located approximately 5 to 6 feet below ground surface and is approximately 6 to 9 feet away from the existing chain -link fence (see T6 and T8). Logs of the nine trenches are presented in Appendix A. The field investigation revealed that the soils in the two study areas consist of undocumented debris fill overlying Terrace Deposits (Trench T5, T7 in Area No. 1, Trench T9 in Area No. 2), or older trench backfill presumed to be associated with construction of the original sewer and water line (TI through T4, T6, T8, Area No. 1). The undocumented debris fill consists of a mixture of loose to medium dense sandy soil, organic debris and trash including plastic, concrete, wood, brick, and other deleterious materials. The thickness of this deposit ranged from one foot (Trench T5 and T7) to seven feet (Trench T4). The embankment beneath the debris fill in Area No. 1 appears to have been placed during the construction of the original sewer /water improvements within the easement. Although we do not have direct evidence, we believe this to be a likely explanation because of the existence of this material directly above the sewer line and the unlikelihood that trench spoils would have been removed from the site subsequent to the initial construction. The fill consists of medium dense, brown, silty sand with a marked difference in moisture and density from the overlying debris laden materials. In both areas, the undocumented fills are underlain by Terrace Deposits consisting of medium dense to dense brown silty sand (T3, T5, T7, and T9). In summary, it appears that an undocumented debris fill was placed over a pre-existing embankment in Area No. 1, and minor debris fill is present in Area No. 2. We recommend that remedial grading measures be performed in these two areas to remove the debris laden fill and improve the ground surface geometry with respect to drainage and stability. It is understood that Dudek & Associates will be preparing a grading plan for submittal to the City of Encinitas implementing our geotechnical recommendations for these areas. Project No. G1021 -32 -01 - 2 - December 5, 2008 REMEDIAL RECOMMENDATIONS Based on the discussion above, the following remedial measures are recommended to remove the unsuitable soils (undocumented debris fills) and improve the drainage and stability of the two study areas. 1. Prior to commencing site work, a preconstruction conference should be held with the owner, grading contractor, civil engineer, and geotechnical engineer in attendance. Special soil handling can be discussed at that time. The work area should be evaluated by the contractor to check that there are no existing underground improvements that may be damaged during the remedial grading (e.g. irrigation lines, sewer). 2. It is imperative that the contractor /owner obtain permission to grade within the sewer easement in Area No. I by the appropriate governing agency prior to commencing any work. Coordination with the agency to accurately identify the line and grade of the existing pipe(s) shall be performed. Thorough markout and pot- holing, if necessary, shall be performed by the contractor to assure that the existing sewer line or any other improvements are not damaged in any way during the grading. 3. The debris laden fills (Undocumented Debris Fill) located in Area Nos. I and 2 are unsuitable and should be removed and exported from the site. The estimated limits of these areas are shown on Figures 2 and 3. The depth of removal should be such that fill left in -place is relatively free of debris and in a relatively dense condition. Based on our field observations, the depth of remedial grading will vary between 2 feet and 7 feet below the existing ground surface. The actual extent of remedial grading should be evaluated in the field by the geotechnical engineer or engineering geologist. Some compaction effort along the resulting slope face in Area No. I may be necessary upon completion of the excavation. 4. It is anticipated that an excavation initiating at the chain -link fence along the property boundary of Area No. 1, and extending eastward at a ratio of 4:1 will remove the majority of the Undocumented Debris Fill within the main body of the embankment (see Figure 4). Some areas may require a flatter excavation to remove the debris fill, particularly on the north and south sides of Area No. 1. Other areas may encounter Terrace Deposits at a shallower depth that would enable a steeper slope ratio. Subsequent to the grading, the resulting slope should be contoured to provide proper uniform surface drainage. Civil improvements such as a brow ditch, and/or other drainage devices should be considered for this area by the project civil engineer. 5. Remedial grading in Area No. 2 should consist of removing and exporting the Undocumented Debris Fill debris along the top of the slope. The estimated area of removal is shown on Project No. G1021 -32 -01 - 3 - December 5, 2008 Figure 3. The resulting surface should be contoured to provide proper uniform surface drainage in a similar manner as Area No. 1. 6. In the event that minor amounts of fill are needed to establish surface grades, the base of excavations should contain a keyway, be scarified to a depth of 12 inches, moisture conditioned as necessary and compacted to at least 90 percent of the maximum dry density as determined by ASTM D 1557 prior to placing fill. In addition, the slope along the southwest property margin (Area No. 1) should be compacted such that the surficial soils are uniformly compacted to at least 90 percent relative compaction along the face of the finished slope. This may require track walking with a bull dozer upon completion. 7. Where applicable, graded slopes should be landscaped with drought- tolerant vegetation having variable root depths and requiring minimal landscape irrigation. In addition, all slopes should be drained and properly maintained to reduce erosion. 8. Adequate drainage provisions are imperative. Under no circumstances should water be allowed to pond near top of slopes or existing surface improvements. The graded areas should be sloped such that drainage water is directed away from slope tops to controlled drainage devices 9. We recommend that all excavations be observed during grading by a representative of Geocon Incorporated to check that soil and geologic conditions do not differ significantly from those expected. Should you have any questions regarding this correspondence, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCONINCORPORATED Emi two Alvarado [I /W No. 66915 RCE 66915 0 F-1 EA:DBE:dmc (6) Addressee (email) Dudek & Associates Incorporated Attention: Mr. Steve ]epsen David B. Evans CEG 1860 �yy�ONnL GAO O� DAVID e. 6 47 EVANS No. 1880 to * CERTIFIED "1 ENGINEERING GEOLOGIST 'T \OF CAIlF% Project No. G1021 -32 -01 - 4 - Ueeemoer 31 swo 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA NO W&E GEOCON ItOOtPOPwTtO olorowrumaarum aeo norm mre. vHOt;o, caaw ami. m. noeuessuao 1021 32 0 Y0.01ER NO. G1011 31 01 STUDY AREA LOCATION MAP o�12.05 zoos 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA INTERS TA TE - 5 GEOCON LEGEND T-8 may..._.. APPROX. LOCATION OF TRENCH EXCAVATION al..... APPROX. THICKNESS GF DEBRIS LADEN FILL REWIRING REMOVAL A *......,APPROX. LOCATION OF CROSS SECTION I I I_ (........ESTIMATED CLINKS OF DEBRIS LADEN FILL AREA NO.1 sULE: I• -av GEOCON INCORPORATRD tmrK»cu oaaArA+rs Mm Hares Mn[ - sw oao, rAUOSw nm >n. N F NO. GIDZI -72 01 NOW NOv G 021 32 0 FIGURE SITE PLAN 12 -o5 2Dos 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA GEOCON LEGEND T -9 imm . .......APPROX. LOCATION OF TRENCH EXCAVATION (2)... ..... APPROX. THICKNESS OF DEBRIS LADEN FILL REQUIRING REMOVAL I `I I_ (........ESTIMATED LIMITS OF DEBRIS LADEN FILL REA NO.2 SCALE: 1"= 30' GEOCON INCORPORATED GEOTEONCAI CCNJSULTANTS 6960FLANMSDRIVE SAN DECO, CALWORNA 92121 2971 PHONE B58 558 -6900 FAX 858558 -6159 PROJECT NO. G1021 -32 -01 FIGURE 3 SITE PLAN DATE 12-05-2008 556 UNION STREET PROPERTY ENCINITAS, CAUFORNIA A AREA NO.I no __ At 105 GREENHOUSE STRUCTURE EXISTING t05 GRADE 5 M4�^^1 TA laq�l 0. IN- 1Y 1 SEWER t00 ICHAIN LNK FE Undocumeted I RIGW OF WAY 90UNDARY � Debris Fill I � j 95 Natural Terrace DB/wslGS \ � _4 r_PgaE_ry \ 9 Sewer Trench \\ BacMNI T ss / Deposits � coNJECn(RED sEwEl+ LOCAITON AND rRENOt DEONEERY � J1 0 5 10 15 a1 A Y1 8 0 tl 50 55 &) N TD DISTANCE (Fee" CROSS - SECTION A -A' SCALE P v S (IIMx. v VM � GEOCON INCORPORATED CmIFpYµ¢Sq {t.WIS 11LUIIM!!L fIM.SINCIfG. WKMVngI.AS� PAOIECT NO. GI011 -7t0t A DAZE 12 .05. tODB DAM u APPENDIX A LOGS OF TRENCHES FOR 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA PROJECT NO. G1021 -32 -01 PRMFCT NO (;1021 -17-01 Figure A -1, 1130214Vd GPa Log of Trench T 1, Page 1 of 1 SAMPLE SYMBOLS ❑.. SAMPLING UNSUCCESSFUL MP ❑ STANDARD PENETRATION TEST �.. DRIVE SALE (UNDISTURBED) ® DISTURBED OR BAG SAMPLE kj CHUNK SAMPLE S WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION MOAT THE DATE INDICATED. a IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TWES GEOCON TRENCH T 1 ZZOC w o DEPTH iAMPI.F < SOIL Q'Td M�My NLL �~ IN NO C z CLASS ELEV. (MSL.) 100' DATE COMPLETED 10-1 &2008 w O Z I I-FT (USCS) Z" m T 2 O EQUIPMENT JD 410 WITH 7 WADE BUCKET BY: E ALVARADO a " MATERIAL DESCRIPTION 0 TI -I SM UNDOCUMENTED DEBRIS FILL Medium dense, dry to very damp, reddish brow, Silty, fine to coarse SAND with some to abundant rootlets, trace to some pinhole size voids, trace 3/4 inch gravel and trace trash (i.e., rebar, Plastic, Blass); encountered abandoned 2- inch - diameter steel pipe located approximately 2 feet below ground surface -Upper 12 foot Consists of grass and fallen tree leaves 2 i #� SM __ ________ _______________________ SEWER TRENCH BACKFRL' ___ ___ ___ . L.DOSe to medium dense, damp, brown, Silty SAND }- - Becomes medimn dare at 3'h fed 4 i. h refeletloed Fran east side of trench TRENCH TERMMATED AT S'f, FEET Trench backfilled 1046.2008 Figure A -1, 1130214Vd GPa Log of Trench T 1, Page 1 of 1 SAMPLE SYMBOLS ❑.. SAMPLING UNSUCCESSFUL MP ❑ STANDARD PENETRATION TEST �.. DRIVE SALE (UNDISTURBED) ® DISTURBED OR BAG SAMPLE kj CHUNK SAMPLE S WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION MOAT THE DATE INDICATED. a IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TWES GEOCON PROJECT NO. G1021 -32 -01 Figure A -2, (3107132-01 GPJ Log of Trench T 2, Page 1 of 1 SAMPLE SYMBOLS �_J SN LING UNSUCCESSFUL STANDARD PENETRATION TEST DRIVESA LE(UNOISTURBED) DISTURBEDORSAGSANIPLE Q .CHUNK SAMPLE 1 .. WATER TABLE OR SEEPAGE NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION MOAT THE DATE INDICATED IS NOT WARRANTED TO BE REPRESENTATNE CE SUBSURFACE CONOITIONS AT OTHER LOCATIONS AND TWIES. GEOCON TRENCH T 2 �uZ� x DEPTH O 3 SOIL G Q Z Lu FEET LE SAMPLE ND Jo a CLASS (USCS) ELEV. (MSL.) W DATE COMPLETED 10.16 -2008 ~ YS! Z W y N _ J Wm K w EQUIPMENT JD 410 MOTH 7 WIDE BUCKET BY: E ALVARADO are " MATERIAL DESCRIPTION SM UNDOCUMENTED DEBRIS FILL Loose to ncdiwn dense, dry to damp, reddish brown, Silty, fine to Coarse { I SAND with trace 3/4 inch gravel and some trash and debris (i.e., asphalt, "I. concrete and brick chunks, wood, plastic, rope) 2 - Becorces moist at 2 feet I ..I� -I. SM SEWER TRENCH BACKFILL ?____ ________ ___ ___ ___ I. { Medium dense, moist, broom, Silty SAND; trace trash and debris at 3 feet 4 If, { {I I- I {� a Itl III t o -Depth referenced from east side of trench 'FRENCH TERMINATED AT 10 FEET Trench backfilled 1416 -2008 Figure A -2, (3107132-01 GPJ Log of Trench T 2, Page 1 of 1 SAMPLE SYMBOLS �_J SN LING UNSUCCESSFUL STANDARD PENETRATION TEST DRIVESA LE(UNOISTURBED) DISTURBEDORSAGSANIPLE Q .CHUNK SAMPLE 1 .. WATER TABLE OR SEEPAGE NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION MOAT THE DATE INDICATED IS NOT WARRANTED TO BE REPRESENTATNE CE SUBSURFACE CONOITIONS AT OTHER LOCATIONS AND TWIES. GEOCON PROJECT NO. G1021 -32 -01 Figure A-3, G1021 -n -01 `P' Log of Trench T 3, Page 1 of 7 SAMPLE SYMBOLS SNAPUNGUNSUCCESSFUI STANDNmPENETRATIONTEST - DRIVEaAMPLEIUNDISTURBEDI ® Ns- rusaSDORBAGSAMPLE - CHUNKSAMPLE Z WATERTABLEORSEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOVNM HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. 11 6 NOT WARRANTED TD BE REPRESENTAT AE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON a TRENCH T 3 zw- Z DEPTH s O )U 3 SOIL OuZi- QF _ 21i wX p- Z IN SAMPLE NO O z CI-ASS ELEV. (MSL.) 100' DATE COMPLETED 10 -16 -2008 FEET Z Q IGaO$1 W W iJ g ¢ " J EQUIPMENT JD 410 MTH 7 WADE BUCKET BY: E ALVARADO n O MATERIAL DESCRIPTION 0 SM IINDOCtWIENTED DEBRIS FILL Medium dense, dry to very damp, reddish brown, Silty, lime to coarse SAND III with trace 3/4 inch gravel said trace trash (i.e., Plastic, wood) 2 I ,1 I -------------------------------------- SM SEWER TRENCH BACKFILLY - -- - -- - -- Medium dense, moist, Mown, Silty SAND; trenched advanced N the AD* III excavation Tone 4 I� III ICI III 8 l'I III I - BxDR1E5 dark grayish brown with trace wood and roots with strong organic III I I ode at 6 feet 8 lII III ICI - Becomes moist to very moist at 8 fed T3 -1 I SM TERRACE DEPOSITS - Medium dense, mist, reddish browri, Silty, fuse to coarse SAND 10 III TRENCHED TERMINATED AT I I FEET Trench backfilled 1616 -2008 Figure A-3, G1021 -n -01 `P' Log of Trench T 3, Page 1 of 7 SAMPLE SYMBOLS SNAPUNGUNSUCCESSFUI STANDNmPENETRATIONTEST - DRIVEaAMPLEIUNDISTURBEDI ® Ns- rusaSDORBAGSAMPLE - CHUNKSAMPLE Z WATERTABLEORSEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOVNM HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. 11 6 NOT WARRANTED TD BE REPRESENTAT AE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO G1021 -32 -01 Figure All, G1G21 32-01 GPJ Log of Trench T 4, Page 1 of 1 SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL U PENETRATION TEST ORNE SAMPLE (UNDISTURBED) ®... DISTURBEDORBAGSAMPIE io. CEUNKSAAPLE s... WATER TABLE OR SEEPAGE NOTE. THE LOG OF SUBSURFACE CONDn1ONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICAIE II IS NOT WARRANTED TO BE REPRESENTATNE OF SUBSURFACE CONDmONS AT OTHER LOCATIONS AND TILES. GEOCON TRENCH T 4 oWZ Z x DEPTH 3 BOIL Q R z I" SAMPLE H0. O CLASS ELEV. (MSL.) 99' DATE COMPLETED 10.162008 F w 5 W LLL', a a z FEET € 7 (USCS) W m m :3 0 EQUIPMENT JD 410 WITH 7 WDE BUCKET BY: E ALVARADO W n " U MATERIAL DESCRIPTION SM UNDOCUMENTED DEBRIS FH.L I Loose, dry, reddish brown to yellowish brown, Silty, fate to medium SAND; I. _ I abundant trash (i.e., chicken wire, plastic, approximately 2 foot diameter co c to chunks; fence posts, PVC pipe, approximately 2 foot diameter by I foot thick sawed pieces of trees, asphalt concrete chunks) 2 I }I I I�I 4 It� I�f f #I s I.fl I {I. II '�- SM --------------------------- - - - - -- SEWER TRENCH BACKFK LT - -- — — — - -- Medium dense, very damp, reddish to orwW brown, Silty SAND with trace concrete chunks I 10 #I I(� -Depth referenced from east side of trench TRENCH TERMINATED AT 10 FEET Trend[ backfilled 14162008 Figure All, G1G21 32-01 GPJ Log of Trench T 4, Page 1 of 1 SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL U PENETRATION TEST ORNE SAMPLE (UNDISTURBED) ®... DISTURBEDORBAGSAMPIE io. CEUNKSAAPLE s... WATER TABLE OR SEEPAGE NOTE. THE LOG OF SUBSURFACE CONDn1ONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICAIE II IS NOT WARRANTED TO BE REPRESENTATNE OF SUBSURFACE CONDmONS AT OTHER LOCATIONS AND TILES. GEOCON PRELPCIT NO [;1091 -39 -01 Figure A-5, 310213 -01 GPJ Log of Trench T 5, Page 1 of 1 SAMPLING UNSUCCESSFUL STANDARDPENETRATION TEST DRNE SAMPLE (UNDISTURBED) SAMPLE SYMBOLS TRENCH 5 �Z0 we DEPTH 1 Q a SOIL Q Q N^ zLL o 2 IN SAMPLE o z cross ELEV. (MSL.) 100' DATE COMPLETED 10.1 &200! SS 9O o i Mn FEET , (USCS) In V W m le v `2 O EQUIPMENT JD 410 VNTH 7 WIDE BUCKET BY: E ALVARADO c. o cD MATERIAL DESCRIPTION G SM UNDOCUMENTED DEBRIS FILL Medium dense, dry to very dump, reddish brown to brown, Silty, fine to f coarse SAND with some 3/4 inch gavel and trace trash (i.e., Plastic, concrete chunks) �. .I SM TERRACE DEPOSITS 2 { _I Medium dense, moist, reddish to orange brown mottled, Silty, fine to coarse I. SAND 4 6 TRENCH TERMINATED AT 6 FEET Trench backfilled 10- 16-2008 Figure A-5, 310213 -01 GPJ Log of Trench T 5, Page 1 of 1 SAMPLING UNSUCCESSFUL STANDARDPENETRATION TEST DRNE SAMPLE (UNDISTURBED) SAMPLE SYMBOLS JK . DISTURBED OR BAG SAMPLE ❑ CHUNK SAMPLE 1 . WATER TABLE OR SEEPAGE NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES OKY AT THE SPECIFIC BORINGOR TRENCH LOCATION AND AT THE DATE INDICATEU. II IS NOT WARRANTED TO BE REPRESENTATPnE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON Don IrPT Mn I"1MI 49111 Figure A-6, 3I021d2U1 GPJ Log of Trench T 6, Page 1 of 7 SAMPLE SYMBOLS p�W 'SAHAPLINGUHISUCCESSFUL U STANDARD PENETRATION TEST DRIVE SAMPLEUNDISTURBED) EN DISTURBED OR BAG SAMPLE ❑ CHUN" SAMPLE = WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT ME DATE INDICATED IS NOT WARRANTED TO BE REPRESENTATIVE DE SUBSURFACE C ,NDmONS AT OTHER LOCATIONS AND TIMES GEOCON � TRENCH T 6 0�Z �_ wvt DEPTH p 3 SOa QQ� 2 u Z Z I" SPLE MI NO o i Gulss ELEV. (MSL.) 68' DATE COMPLETED 10-16 -2008 F w 05 p W a to z FEET O IUSCS7 W W m w V 20 J EQUIPMENT JD 410 WRH 7 WIDE BUCKET BY E. ALVARADO MATERIAL DESCRIPTION 0 SM UNDOCUMENTED DEBRIS FILL { Loose, dry, yellowish brown to brown, Silty, fine to coarse SAND; abundant trash (i.e., Plastic, PVC pipe, concrete chunks, rebar, roots, wood) 2 _ 4.I {.I. +I SM __ _____ _______ ____ _______________ SEVVFJMATER TRENCH BACIffILLt ___ ___ ___ Medium dense, very damp, brown, Silty SAND with trace trash at S fat 6 - Encountered abandoned 10 inch diameter tmnsite concrete pipe in slope ma. {- Pipe is located approximately 6 fat from chain link fence (property line) and .I 6 fat below ground surface. Pipe broken during trenching 6 ICI ai 10 referenced from east side of trench TRENCH TERMINATED AT 10 FEET Majority of trench beckfilled 10.16-2008 Trench at pipe location k:R open Figure A-6, 3I021d2U1 GPJ Log of Trench T 6, Page 1 of 7 SAMPLE SYMBOLS p�W 'SAHAPLINGUHISUCCESSFUL U STANDARD PENETRATION TEST DRIVE SAMPLEUNDISTURBED) EN DISTURBED OR BAG SAMPLE ❑ CHUN" SAMPLE = WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT ME DATE INDICATED IS NOT WARRANTED TO BE REPRESENTATIVE DE SUBSURFACE C ,NDmONS AT OTHER LOCATIONS AND TIMES GEOCON oonlC TUn r_RMI -' .fN Figure A -7, GIWI -Vz l GP, Log of Trench T 7, Page 1 of 1 SAMPLE SYMBOLS D SAMPLINGUNSUCCESSFUL _STANDARD PENETRATION TEST DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE D CHUNIL SAMPLE 1 WATER TABLE OR SEEPAGE NOTE. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES GEOCON TRENCH T 7 DEPTH 3 SOIL Q 2 li Z IN 811NNE N0, o = uASS ELEV. (MSL.) 100' DATE COMPLETED 10- 16-2008 t�� y `� o a N FEET j-K IUSCSI = W O m w V z M 0 J of EQUIPMENT JO 410 MTH Y VADE BUCKET BY: E. ALVARADO a o MATERIAL DESCRIPTION 0 SM UNDOCUMENTED DEBRIS FILL .I { Loose, dry, dark Mown, Silty, fire to radium SAND with abundant wood Cl* J. I. SM TERRACE DEPOSITS { Medium dense to dense, very damp, reddish to mange brown, mottled, Silty, fine to coarse SAND with iTBre rootlets in upper I foot 2 a - Becornes moist at 2 feet 4 #i -I , {.I TRENCH TERMINATED AT S FEET Trench bltckfilled 10. 16.2008 Figure A -7, GIWI -Vz l GP, Log of Trench T 7, Page 1 of 1 SAMPLE SYMBOLS D SAMPLINGUNSUCCESSFUL _STANDARD PENETRATION TEST DRIVE SAMPLE (UNDISTURBED) DISTURBED OR BAG SAMPLE D CHUNIL SAMPLE 1 WATER TABLE OR SEEPAGE NOTE. THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES GEOCON , • PRr1IFCTN0 f;1n91_g9_M Figure A -8, GlwiB _On GPJ Log of Trench T 8, Page 1 of 1 n SAMPLING UNSUCCESSFUL L STANDARD PENETRATION TEST - DRIVE SAMPLE (UNDISTURBED) SAMPLE SYMBOLS r� ® DISTURBED OR BAG SAMPLE G CHUNK SAMPLE WATER TABLE OR SEEPAGE NOTE THE LUG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION MOAT THE DATE INDICATED. IT SNOT WARRANTED TO BE PE PRESENTATNE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES [OM A � a TRENCH T 8 w DEPTH SAMPLE _I Q 3 SOIL Q� WU 0 IN No O i cuss ELEV. (MSL.) 89' DATE COMPLETED 10- 162008 �m a Tn FEET (USCS) Z W J C V 6 O J EQUIPMENT JO 410 WITH 7 VIDE BUCKET BY' E ALVARADO 'we MATERIAL DESCRIPTION 0 .II SM UNDOCUMENTED DEBRIS FILL Loose to medium dense, dry, orange brown to brown, Silty, fine to medium { SAND; abundant trash, (i.e., plastic, rope net, concrete Charles- plastic crates, I l�I wood) 2 I #I IL { �i —� - -- SM ---------- - - - - -- ---- - - - - -- SlM E ATER TRENCH BA611CRU 7 - -- — — — - -- Medium dense, moist brown, Silty SAND with trace trash at 3 feet 4 I - Encountered abandoned 10 inch diameter ITaTaile Concrete pipe in slope zone. Pipe is located approximately 9 feet from chain link fence and 5 feet below . { grand surface — — TRENCH TERMINATED AT 3 FEET Trench backfilled 10. 162008 Figure A -8, GlwiB _On GPJ Log of Trench T 8, Page 1 of 1 n SAMPLING UNSUCCESSFUL L STANDARD PENETRATION TEST - DRIVE SAMPLE (UNDISTURBED) SAMPLE SYMBOLS r� ® DISTURBED OR BAG SAMPLE G CHUNK SAMPLE WATER TABLE OR SEEPAGE NOTE THE LUG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION MOAT THE DATE INDICATED. IT SNOT WARRANTED TO BE PE PRESENTATNE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES [OM A � J L • PR(),IFCT NO r1021_32 -01 Figure A -9, GIMI42 -0t GPJ Log of Trench T 9, Page 1 of 1 LJ SAMPLING UNSUCCESSFUL Y X TRENCH T 9 SAMPLE SYMBOLS �_ WK DEPTH O ®. SOIL Q Z <� 2 � Z IN SAMPLE NO _ CLASS ELEV. (MSL.) 107 DATE COMPLETED 10.16.2008 (5�[ W m L) a a 6 FEET m wscS) U z w m o 2 X EQUIPMENT JD 410 WITH T WIDE BUCKET BY: E ALVARADO a u (7 MATERIAL DESCRIPTION 0 I SM IND(XIIMENTED DEBRIS FILM. { .I Loose. dry, yellowish brown to brown. Silty, fire to coarse SAND with 1 { aburKiant trash (i.e., plastic, wood, concrete chunks, mbar) - -- 2 T9-1 SM TERRACE DEPOSITS {I Medium[ dense, dry, yellowish brown to orange brown, monkA Silty, fire to medium SAND with sane rootlets and pinhole size voids in upper 1 foot { refrcnoed from east side of trench - — - TRENCH TERMINATED AT 3 %r FEET Trench backlilled 10.162008 Figure A -9, GIMI42 -0t GPJ Log of Trench T 9, Page 1 of 1 LJ SAMPLING UNSUCCESSFUL lJ- STANDARD PENETRATION TEST DRIVE SAMPLE (UNDISTURBED) SAMPLE SYMBOLS ®. DISTURBED OR BAG SAMPLE Q CHUNKSAMPLE I WATER TABLE OR SEEPAGE NOTE THELOGOFSUBSURFACECMMTIONSSHO4 FEREONAPPLIESON&YATTHESPECIFIC8 INGORTRENCHLOCATI0N ATTHE MINDICATED IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDnIONS AT OTHER LOCATIONS AND TIMES GEOCON GEOCON INCORPORATED G E O T E C H N I C A L ■ E N V I R O N M E N T A L ■ M A T E R I A L S Project No. G1021 -32 -01 March 10, 2010 La Costa Growers 3319 James Drive Carlsbad, California 2008 Attention: Mr. Sergio Maldonado Subject: 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA GRADING PLAN REVIEW Q) L=D_ APR 1 9 2010 INGl UtRING SERVICES CITY OF ENCINITAS References: 1. Grading Plans for., La Costa Growers, Job No. 6209, Sheets G -01, G -02, and GPOI, prepared by Dudek & Associates, Inc., undated. 2. Limited Geotechnical Investigation, 556 Union Street Property, Encinitas, California, prepared by Geocon Incorporated, dated December 5, 2008 (Project No. G1021- 32 -01). Dear Mr. Maldonado: In accordance with your request, we have reviewed the referenced grading plans prepared for the subject property. The purpose of our review was to check that the plans have been prepared in substantial conformance with the recommendations presented in Reference No. 2. Based on our review, it is our opinion that the referenced grading plans have been prepared in general conformance with the recommendations of the referenced project geotechnical report. Our plan review was limited to geotechnical aspects of project development and did not include the review of other details on the referenced plans. Geocon Incorporated has no opinion regarding other details found on the referenced plans, structural, civil, or otherwise, that do not directly pertain to geotechnical aspects of site development. Should you have questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCONINCORPORATED QQO4ESS10 Em1 to varado �9 JO uvq� RCE 66915 � w H6.88i15 EA:dmc Wy Ev.%W10 (2 /del) Addressee CtVrt (e -mail) Dudek & Associates, In . OF Attention: Mr. Jerod Colem 6940111oxi t Dri" ■ Son Digo, Co if xnia 92121.2974 ■ Telephone 858.558.6900 ■ Fax 858 558.6159 �� FINAL REPORT OF TESTING AND OBSERVATION SERVICES PERFORMED DURING REMEDIAL GRADING 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA L OCT 2 0 2010 E�ti: .'iEE2;NG S ' I'Y OF Ergc. ,irhj PREPARED FOR LA COSTA FLOWER GROWERS CARLSBAD, CALIFORNIA OCTOBER 19, 2011 PROJECT NO. G1021- 32 -01A SON I N IECOTE ORATE D HNICAL ENVIRO MENTAL MAT RIALS �� FINAL REPORT OF TESTING AND OBSERVATION SERVICES PERFORMED DURING REMEDIAL GRADING 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA L OCT 2 0 2010 E�ti: .'iEE2;NG S ' I'Y OF Ergc. ,irhj PREPARED FOR LA COSTA FLOWER GROWERS CARLSBAD, CALIFORNIA OCTOBER 19, 2011 PROJECT NO. G1021- 32 -01A GEOCON INCORPORATED G E O T E C H N I C A L ■ E N V I R O N M E N T A L ■ M A T E R I A L S Project No. G1021- 32 -01A October 19, 2011 La Costa Flower Growers 3319 James Drive Carlsbad, California 92008 Attention: Mr. David Maldonado Subject: FINAL REPORT OF TESTING AND OBSERVATION SERVICES PERFORMED DURING REMEDIAL GRADING 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA Dear Mr. Maldonado: WzJ In accordance with your request, we have provided observation and compaction testing services during remedial grading performed at Site I and Site 2 (see Location Map, Figure 1) at the subject project. The project plans prepared by Dudek & Associates, Inc., are titled Grading Plans for: La Costa Growers. 556 Union Street, Drawing No. 10516 -G, city signature dated October 26, 2010. The project geotechnical report is titled Limited Geotechnical Investigation, 556 Union .Street Property, Encinitas, California, prepared by Geocon Incorporated, dated December 5, 2008 (Project No. G 1021-32-01 ). The scope of our services consisted of performing in -place density tests and observation services on a "part time" basis between August I I and 24, 2011. The base map used to present the as- graded geology and the approximate locations of in -place density tests performed during grading (Figure 2) was produced from an AutoCAD file of the grading plans provided by Dudek & Associates, Inc. The map also depicts existing improvements and, current and previous ground topography at the sites. For ease of mapping at Site 1, we did not delineate the horizontal limits of compacted fill, undocumented fill, and Terrace deposits. References to elevations, locations, and geologic contacts herein are based on surveyors' or grade checkers' stakes in the field and/or interpolation from the referenced grading plans. Geocon Incorporated does not provide surveying services and has no opinion regarding the accuracy of as- graded elevations or surface geometry with respect to the approved grading plans or proper surface drainage. 6960 Flanders Drive ■ Son Diego, Colifornio 92121 -2974 ■ Telephone 858.558.6900 ■ Fax 858.558.6159 Grading consisted of removing debris laden fill from Site I and Site 2 located along the southwest and northeast portions of the subject property, respectively. The fill was exported from the property. Excavations up to six feet below the existing ground surface were performed to achieve finish grades. The resulting ground surface was moisture conditioned as necessary and compacted. In some instances, removals extended deeper than the design grades resulting in a depression on the ground surface. Where this occurred, the bottom of the excavation was scarified, moisture conditioned as necessary, and compacted prior to placing fill to re- establish design grades. For the following references, we utilized the applicable ASTM version at time of testing. We performed in -place density tests using a nuclear gauge in conformance with ASTM D 6938. Results of the field tests are summarized in Table 1. In general, the in -place density test results indicate the soils placed during remedial earthwork possess a dry density of at least 90 percent of the laboratory maximum dry density near to slightly above optimum moisture content at the locations tested. We performed laboratory compaction tests on representative soil samples in accordance with ASTM D 1557 (maximum dry density and optimum moisture content). The results of laboratory tests are summarized in Table 11. The grading performed at Site I and Site 2 resulted in less than approximately 18 inches of compacted fill and dense Terrace Deposits at ground surface. The compacted fill at the sites is underlain by undocumented fill. In this regard, settlement- sensitive improvements should not be constructed at Site I and Site 2 without a comprehensive geotechnical investigation to evaluate the site soil conditions. If there are questions regarding this report, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCONINCORPORATED Eml1 arado No.605 RC E 66915 w r7 Exp. 9130/12 EA:DBE:dmc (6 /del) Addressee (email) JR Bristol Contracting Attention: Mr. John C. Revell David B. Evans CEG 1860 kX' O O DAVID B. �O � EVMS 0 * CERTIFIED _q ENGINEERING N>. GEOLOGIST Q OF CAUFO� \ Project No. G1021.32 -0 IA - 2 - October 19. 2011 THE GEOGRAPHICAL INFORFMTION NAOE AVAILABLE FOR DISMAY WAS PROVIDED BY GOGGLE EARTH, SUBJECT TO A LICENSING AGREEMENT THE INFOFIAUTION IS FOR ILLUSTWIVE PUFIFOSES ONLY, IT IS NOT INTENDED FOR CLIENTS USE OR RELIANCE AND SI NOT BE REPRODUCED BY CLIENT WENT SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS DEMON FROM ANY LVSILRY INCURRED AS A RESULT OF SUCH USE OR RELIANCE BY CLIENT NO SCALE GEOCON �� LOCATION MAP INCORPORATED 556 UNION STREET PROPERTY E NCINITAS, CALIFORNIA GEOTECHNICAL ■ ENVIRONMENTAL ■ MATERIALS 6960 FLANDERS DRIVE - SAN DIEGO, CALIFORNIA 92121- 2974 PHONE 858 558 -6900 - FAX 858 558 -6159 EA I RA DSK/GTYPD DATE 10 - 19 - 2011 PROJECT NO. G1021 • 32 •01A FIG. 1 vmA. Nw Y: IPROJECTSZ102132 -01A 556 UNION STREETIDETNLSIG102132 -01A VII]IIiIYMBp.QIB �J X f Fir t1 i SEE SHT GPO5 FOR IRRIGATION LEGEND, NOTES AND DETAILS ! LWl"EM PER [ NNER wow (") 556 UNION STREET PROPERTY ENCINITAS, CALIFORNIA GEOCON LEGEND QCf ...... -COMPACTED FILL Qudf ........ UNDOCUMENTED FILL (Doped Where Buned) Qt ........TERRACE DEPOSITS (Dosed Where Buned) ST -59 APPROX. LOCATION OF IN -PLACE DENSITY TEST ST .... Slope Test ��!✓ ........APPROX. LOCATION OF GEOLOGIC CONTACT (Owned Where Uncertain) SITE 2 4 YYMUNE'9 LnLw 0c 7,S R°w TO �I GEOCON )/ uc SEE SHT GP05 FOR IRRIGATION LEGEND, NOTES AND DETAILS INCORPORATED GEOTECHNICAL • ENVIRONMENTAL • MATERIALS 6960RANDEtSDRIVE SAN DECO,CAWORNA.920 -297A PHONE 1158 558 -6900 - FAX 858556-6159 PROJECTNO. G1021- 32.01A FIGURE AS — GRADED GEOLOGIC MAP DATE 10-19-2011 � 1�NWCl I J1y1 V[l -.1<V 11� iA VIYMY J, ncc �,Jncc i a,u,ue i�acv in vcv�,n�.u�y TABLE SUMMARY OF FIELD DENSITY TEST RESULTS Project No. G1021- 32.01A October 19, 2011 Elev. Plus Field Field Field Req'd. or 3/4" Dry Moist. Rel. Rel. Depth Curve Rock Dens. Cont. Comp. Comp. Test No. Date Location (ft) No ( %) (pcf) ( %) ( %) ( %) ST I 08/19/11 Site 1 152 1 0 115.7 8.5 90 90 ST 2 08/19/11 Site 1 151 1 0 116.2 9.2 90 90 3 08/19/11 Site 1 148 1 0 118.7 10.7 92 90 ST 4 08/29/11 Site2 175 1 0 117.6 9.0 91 90 ST 5 08/29/11 Sitc2 174 1 0 116.7 11.9 90 90 Project No. G1021- 32.01A October 19, 2011 TABLE EXPLANATION OF CODED TERMS TEST SUFFIX A, B, C, . . . : Retest of previous density test failure, following moisture conditioning and/or recompaction. Fill in area of density test failure was removed and replaced with properly compacted fill soil. PREFIX CODE DESIGNATION FOR TEST NUMBERS ST - SLOPE TEST CURVE NO. Corresponds to curve numbers listed in the summary of laboratory maximum dry density and optimum moisture content test results table for selected fill soil samples encountered during testing and observation. - ROCK CORRECTION For density tests with rock percentage greater than zero, laboratory maximum dry density and optimum moisture content were adjusted for rock content. For tests with rock content equal to zero, laboratory maximum dry density and optimum moisture content values are unadjusted. - TYPE OF TEST SC: Sand Cone Test (ASTM D1556) NU: Nuclear Density Test (ASTM D2922) OT: Other - ELEVATION/DEPTH Test elevations /depths have been rounded to the nearest whole foot. Project No. G1021 -32 -01A October 19, 2011 TABLE II SUMMARY OF LABORATORY MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT TEST RESULTS ASTM D 1557 Project No, G1021- 32 -OIA October 19, 2011 Maximum Optimum Sample No. Description Dry Density Moisture Content (pct) (% dry wt.) 1 Reddish brown to brown, Silty, fine to coarse SAND 129.0 8.7 with trace gravel and clay Project No, G1021- 32 -OIA October 19, 2011 DUDEK MAIN OFFICE 60S THIRD STREET ENCINITAS. CALIFORNIA 92024 T 760 942 5147 T 800.450.1818 F 760.632.0164 January 21, 2010 Mr. David Maldonado 3319 James Drive Carlsbad, CA 92008 ID APR 1 9 zolo Ehi]11AEE,11NG gYYICES F,:, 9E Ew;! :. 6209 -01 Subject: Site Suitability for Formal Hydrologic Study, La Costa Growers Project Site Dear Mr. Maldonado: As part of the site assessment and submittal package, the City of Encinitas (City) referenced conducting a formal hydrologic study of the 0.2 acre site, in addition to standard site assessment and plan designs. This letter details the findings of Dudek's site assessment for suitability of a formal hydrologic study. The site is located approximately 0.5 mile south of Leucadia Boulevard, and directly east and adjacent to the 1 -5 right -of -way. The site is gently undulating, with no slopes steeper than a 2:1 gradient, and is surrounded on all sides by residential development and roadways. The site is not located in, contain, or have adjacency to natural waterways or drainages, U.S. Army Corps of Engineers (ACOE) jurisdictional Traditionally Navigable Waters of the U.S. (WOUS) or ACOE jurisdictional wetlands. No California Department of Fish and Game (CDFG) jurisdictional wetlands or wetland vegetation communities are present on or adjacent to the site. Given the project site's 0.2 acre footprint, lack of significant slope gradients, and lack of adjacency to waterways or aquatic resources, it is determined that a formal hydrologic modeling study would not be suitable for this site. No project aspects would significantly alter the existing site topography and hydrology in a way that would adversely impact current run -off and drainage patterns. Please call me directly at 760.479.4268 if you have any questions regarding the findings of this assessment. Sincerely, Christopher Oesch Project Manager/ Habitat Restoration Biologist DUDEK JEROD COLEMAN PROJECT ENGINEER JCOLEMAN@DUDEK COM 750 SECOND STREET ENCINITAS. CALIFORNIA 92024 T 760 479 4148 F 760.94.4506 C 760.685 7803 W W W.DUDEK.COM DUDEK NATURAL RESOURCE MANAGEMENT INFRASTRUCTURE DEVELOPMENT REGULATORY COMPLIANCE QChicago Title Company Builders Services Division 2365 Northside Drive, Suite 500, San Diego, CA 92108 (619) 521 -3400 Title Department: Chicago Title Company Attn: Tom Votel/Ken Cyr Email: voteltnactt.com & ken.cyrActt.com Phone: (619) 521 -3553 & (619) 521 -3555 Fax: (619) 521 -3608 Order No.: 930016798 -U50 Property Address: 556 Union Street Encinitas, CA Dated as of March 15, 2010 at 7:30 am Customer: David Maldonado _Attn: David Maldonado Email: sereiorna 05W1mail. �APR 19 2010 L St. In response to the application for a policy of title insurance referenced herein, Chicago Title Company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a policy or policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception herein or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations or Conditions of said Policy forms. The printed Exceptions and Exclusion from the coverage and Limitations on Covered Risks of said Policy or Policies are set forth in Attachment One. The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than that se forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the CLTA and ALTA Homeowner's Policies of Title Insurance which establish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in Attachment One. Copies of the policy forms should be read. They are available from the office which issued this report. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. The policy(s) of title insurance to be issued hereunder will be policy(s) of Chicago Title Insurance Company Please read the exceptions shown or referred to herein and the exceptions and exclusions set forth in Attachment One of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY CLTA Preliminary Report Form- Modified (11- 17-06) Page I SCHEDULE A The estate or interest in the land hereinafter described or referred to covered by this report is: A Fee as to Parcel I -A, 2 -A and 3 -A; An Easement more fully described below as To Parcels 1 -B, 1 -C, 1 -D, 2 -B, 2 -C, 2 -D, 3 -13 and 3 -C 2. Title to said estate or interest at the date hereof is vested in: David Maldonado and Olivia Maldonado, Trustees of the David Maldonado, Trustees of the David and Olivia Maldonado Family Trust dated October 3, 2005 The land referred to in this report is situated in the State of California, County of San Diego and is described in the Legal Description, attached hereto: END OF SCHEDULE A CLTA Preliminary Report Form- Modified (11 -17-06) Page 2 Order No.: 930016798-U50 LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19. 1881 AND DESCRIBED AS FOLLOWS: PARCEL 1 -A: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH 88e 52' 57" EAST, 256.30 FEET (SOUTH 88e 52' 50" EAST PER DEED) TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE NORTH 20 35' 30" EAST, 233.02 FEET; THENCE NORTH 730 36' 04" EAST, 116.02 FEET; THENCE SOUTH 050 03'01" WEST, 268.49 FEET; THENCE NORTH 88e 52' 58" WEST, 98.22 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 1 -B: AN EASEMENT AND RIGHT OF WAY FOR ROAD AND INCIDENTAL PURPOSES BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, ALONG THE SOUTHERLY LINE THEREOF, SOUTH 880 52' 57" EAST, 228.30 FEET (SOUTH 880 52' 50" EAST, 228.30 FEET PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH Ole 07'03" EAST, 20.00 FEET (NORTH 10 07' 10" EAST PER DEED); THENCE SOUTH 880 52' 47" EAST, 6.51 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 280 51' 27" EAST 22.60 FEET; THENCE NORTH 2e 35' 30" EAST, 340.18 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY AND SOUTHERLY, HAVING A RADIUS OF 60.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 620 00' 20" A DISTANCE OF 64.93 TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY AND SOUTHERLY, HAVING A RADIUS OF 38.00 FEET; THENCE WESTERLY, NORTHERLY AND EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2420 00' 20" A DISTANCE OF 160.50 FEET; THENCE SOUTH 2e 35' 30" WEST, 426.09 FEET; THENCE SOUTH 23e 40' 30" EAST, 22.03 FEET; THENCE NORTH 880 52' 57" WEST 43.76 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -C: CLTA Preliminary Report Form- Modified (11 -17-06) Page 3 Order No.: 930016798-U50 LEGAL DESCRIPTION (continued) AN EASEMENT FOR GENERAL UTILITY, SEWER, ELECTRICAL, WATER, CABLE TELEVISION AND TELEPHONE PURPOSES BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH 88° 52'57" EAST, 228.30 FEET (SOUTH 88° 52'50" EAST, 228.30 FEET PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH 01' 07' 03" EAST, 20.00 FEET (NORTH V 70' 10" EAST PER DEED); THENCE SOUTH 88° 52'47" EAST, 6.51 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 28° 5P 27" EAST 22.60 FEET; THENCE NORTH 20 35'30" EAST, 340.18 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY AND SOUTHERLY, HAVING A RADIUS OF 60.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 620 00' 20" A DISTANCE OF 64.93 TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY AND SOUTHERLY, HAVING A RADIUS OF 38.00 FEET; THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1600 59' 17" A DISTANCE OF 106.77 FEET; THENCE RADIAL TO SAID CURVE, NORTH 11° 34' 27" EAST 5.00 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHERLY AND WESTERLY, HAVING A RADIUS OF 43.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH I1° 34' 27" WEST; THENCE EASTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 810 01'03" A DISTANCE OF 60.80 FEET; THENCE SOUTH 20 35'30" WEST, 424.92 FEET; THENCE SOUTH 23° 40' 30" EAST, 23.17 FEET; THENCE NORTH He 52' 57" WEST, 49.27 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 1 -D: AN EASEMENT FOR SEWER PURPOSES BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH 88° 52'57" EAST, 228.30 FEET (SOUTH 88° 52'50" EAST, 228.30 FEET PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH 01* 07' 30" EAST, 40.00 FEET (NORTH 01. 07' 10" EAST, 40.00 FEET PER DEED); THENCE NORTH He 52' 57" WEST, 112.90 FEET (NORTH 88° 52' 50" WEST, 113.04 FEET PER DEED); THENCE NORTH 120 57'27" WEST, 294.69 FEET (NORTH 120 57'20" WEST PER DEED) TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88° 04' 01" EAST, 208.89 FEET; THENCE NORTH 2° 35' 30" EAST, 20.00 FEET; THENCE NORTH 88° 04' 01" WEST, 214.44 FEET; THENCE SOUTH 12° 57' 27" EAST, 20.69 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 2 -A: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH He 52' 57" EAST, 354.51 FEET (SOUTH 88° 52' 50" EAST PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH 50 03' 01" EAST, 268.49 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 73° 36' 04" WEST, 116.02 FEET; THENCE NORTH 2e 35' 30" EAST, 166.24 FEET; THENCE SOUTH 87'24'30" EAST, 115.22 FEET; THENCE SOUTH 5° 03'01" WEST 128.61 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 2 -B: AN EASEMENT AND RIGHT OF WAY FOR ROAD AND INCIDENTAL PURPOSES BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH 88° 52' 57" EAST, CLTA Preliminary Report Form - Modified (11 -17-06) Page 4 Order No.: 930016798 -U50 LEGAL DESCRIPTION (continued) 228.30 FEET (SOUTH 88° 52' 50" EAST, 228.30 FEET PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH 01* 07'03" EAST, 20.00 FEET (NORTH 1- 07' 10" EAST PER DEED); THENCE SOUTH 880 52'47" EAST, 6.51 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 280 51' 27" EAST 22.60 FEET; THENCE NORTH 2° 35' 30" EAST, 340.18 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY AND SOUTHERLY, HAVING A RADIUS OF 60.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 620 00' 20" A DISTANCE OF 64.93 TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY AND SOUTHERLY, HAVING A RADIUS OF 38.00 FEET; THENCE WESTERLY, NORTHERLY AND EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2420 00'20" A DISTANCE OF 160.50 FEET; THENCE SOUTH 2° 35'30" WEST, 426.09 FEET; THENCE SOUTH 23° 40' 30" EAST, 22.03 FEET; THENCE NORTH 88e 52' 57" WEST 43.76 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 2 -C: AN EASEMENT FOR GENERAL UTILITY, SEWER, ELECTRICAL, WATER, CABLE TELEVISION AND TELEPHONE PURPOSES BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH 88° 52'57" EAST, 228.30 FEET (SOUTH 88° 52'50" EAST, 228.30 FEET PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH 01* 07' 03" EAST, 20.00 FEET (NORTH 1- 07' 10" EAST PER DEED); THENCE SOUTH 88° 52,47" EAST, 6.51 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 28° 51' 27" EAST 22.60 FEET; THENCE NORTH 2° 35' 30" EAST, 340.18 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY AND SOUTHERLY, HAVING A RADIUS OF 60.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 620 00' 20" A DISTANCE OF 64.93 TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY AND SOUTHERLY, HAVING A RADIUS OF 38.00 FEET; THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1600 59' 17" A DISTANCE OF 106.77 FEET; THENCE RADIAL TO SAID CURVE, NORTH 11° 34' 27" EAST 5.00 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHERLY AND WESTERLY HAVING A RADIUS OF 43.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 11° 34' 27" WEST; THENCE EASTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81° 01' 03" A DISTANCE OF 60.80 FEET; THENCE SOUTH 2° 35' 30" WEST, 424.92 FEET; THENCE SOUTH 230 40' 30" EAST, 23.17 FEET; THENCE NORTH 88° 52' 57" WEST, 49.27 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 2 -D: AN EASEMENT FOR SEWER PURPOSES BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH 88° 52'57" EAST, 228.30 FEET (SOUTH 88° 52'50" EAST, 228.30 FEET PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH 01' 07' 03" EAST, 40.00 FEET (NORTH 1° 07' 10" EAST, 40.00 FEET PER DEED); THENCE NORTH 88° 52' 57" WEST, 112.90 FEET (NORTH 88° 52'50" WEST, 1 13.04 PER DEED); THENCE NORTH 12° 57' 27" WEST, 294.69 FEET (NORTH 12° 57' 20" WEST PER DEED) TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88° 04' 01" EAST, 208.89 FEET; THENCE NORTH 2° 35' 30" EAST, 20.00 FEET; THENCE NORTH 88° 04'01" WEST, 214.44 FEET; THENCE SOUTH 12° 57' 27" EAST, 20.69 FEET TO THE TRUE POINT OF BEGINNING. CLTA Pmliminary Report Fo - Modified (11 -17-06) Page 5 LEGAL DESCRIPTION (continued) PARCEL 3 -A: Order No.: 930016798 -U50 BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH 88° 52' 57" EAST, 288.30 FEET (SOUTH 88° 52' 50" EAST, 288.30 FEET PER DEED) TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE, NORTH 1° 07'03" EAST, 40.00 FEET; THENCE NORTH 88 °52'57" WEST, 112.90 FEET; THENCE NORTH 12° 57'27" WEST 357.15 FEET; THENCE NORTH 5° 20' 30" EAST, 260.09 FEET; THENCE SOUTH 88° 56' 31" EAST, 227.67 FEET; THENCE SOUTH l l° 34' 27" WEST, 182.15 FEET; THENCE SOUTH 18° 34' 23" EAST, 72.01 FEET; THENCE SOUTH 2° 35'30" WEST, 399.26 FEET; THENCE NORTH 880 52' 55" WEST, 28.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 3 -B: AN EASEMENT AND RIGHT OF WAY FOR ROAD AND INCIDENTAL PURPOSES BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF SOUTH 88° 52' 57" EAST, 228.30 FEET (SOUTH 88° 52' 50" EAST 228.30 FEET PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH 010 07'03" EAST, 20.00 FEET (NORTH V 07' 10" EAST PER DEED); THENCE SOUTH 880 52'47" EAST, 6.51 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 280 51' 27" EAST 22.60 FEET; THENCE NORTH 2° 35' 30" EAST, 340.18 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY AND SOUTHERLY, HAVING A RADIUS OF 60.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 620 00' 20" A DISTANCE OF 64.93 TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY AND SOUTHERLY, HAVING A RADIUS OF 38.00 FEET; THENCE WESTERLY, NORTHERLY AND EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2420 00'20" A DISTANCE OF 160.50 FEET; THENCE SOUTH 2° 35'30" WEST, 426.09 FEET; THENCE SOUTH 23° 40' 30" EAST, 22.03 FEET; THENCE NORTH 880 52' 57" WEST 43.76 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 3 -C: AN EASEMENT FOR GENERAL UTILITY, SEWER, ELECTRICAL, WATER, CABLE TELEVISION AND TELEPHONE PURPOSES BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE SOUTHERLY LINE THEREOF, SOUTH 88° 52'57" EAST, 228.30 FEET (SOUTH 88° 52'50" EAST, 228.30 FEET PER DEED); THENCE LEAVING SAID SOUTHERLY LINE NORTH 01° 07' 03" EAST, 20.00 FEET (NORTH 1- 07' 10" EAST PER DEED); THENCE SOUTH 88° 52'47" EAST, 6.51 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 28° 51' 27" EAST 22.60 FEET; THENCE NORTH 20 35'50" EAST, 340.18 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY AND SOUTHERLY, HAVING A RADIUS OF 60.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 620 00' 20" A DISTANCE OF 64.93 TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY AND SOUTHERLY, HAVING A RADIUS OF 38.00 FEET; THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1600 59' 17" A DISTANCE OF 106.77 FEET; THENCE RADIAL TO SAID CURVE, NORTH 11° 34' 27" EAST 5.00 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHERLY AND WESTERLY HAVING A RADIUS OF CLTA Pmliminmy Report Fofm- Modified (11.11-06) Page 6 Order No.: 930016798 -U50 LEGAL DESCRIPTION (continued) 43.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 11° 34' 27" WEST; THENCE EASTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 81° 0V 03" A DISTANCE OF 60.80 FEET; THENCE SOUTH 2° 35' 30" WEST, 424.92 FEET; THENCE SOUTH 230 40' 30" EAST, 23.17 FEET: THENCE NORTH 88° 52' 57" WEST, 49.27 FEET TO THE TRUE POINT OF BEGINNING. APN: 256-171-20,21 & 24 END OF LEGAL DESCRIPTION CLTA Prcliminm y Report Forth- Modified (11 -17-06) Page 7 Order No.: 930016798 -U50 SCHEDULE B At the date hereof, items to be considered and exceptions to coverage in addition to the printed Exceptions and Exclusions in said policy form would be as follows: THE FOLLOWING MATTER AFFECTS PARCELS 1 -A THRU 1 -D Property taxes, including any assessments collected with taxes, for the fiscal year 2010 - 2011 that are a lien not yet due. 2. Property taxes, including any personal property taxes and any assessments collected with taxes, for the fiscal year 2009 - 2010 I" Installment: $2,108.10 (Paid) 2 "d Installment: $1,108.10 Penalty and Cost: $220.81 (Due after April 10) Homeowners Exemption: $None Code Area: 19079 Assessors Parcel Number: 256 - 171 -20 3. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (commencing with Section 75) of the revenue and taxation code of the State of California 4. Water rights, claims or title to water, whether or not shown by the public records. 5. Easements for ingress and egress, pipelines, drainage and /or public utilities and incidental purposes thereto over, under, along and across the easement parcel(s) herein described, as granted and/or reserved in various deeds of record Affects: Parcels I -B, 1 -C and l -D 6. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Security Trust & Savings Bank, a corporation Purpose: road Recorded: July 21. 1923 as Instrument No. 26996 in Book 937. o^pe 487 of Deeds Affects: Southerly 25' of Parcel IA 7. Covenants, conditions and restrictions ( "but omitting, except to the extent that said covenant or restriction is controlled or permitted by any applicable federal or state law, any covenants or restrictions, if any, based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, medical condition, national origin, source of income, or ancestry" as set forth in the document CLTA Preliminary Report Form- Modified (11 -17 -06) Page 8 Order No.: 930016798 -U50 SCHEDULE B (continued) Recorded: March 25. 1930 as Instrument No. 14601 in Book 1762- page 7 of Deeds Note: Section 12956.1 of the government code provides the following: "If this document contains any restriction based on race, color, religion, sex, sexual orientation, familial status, marital status, disability, national origin, source of income as defined in subdivision (p) of Section 12955, or ancestry, that restriction violates state and federal fair housing laws and is void, and may be removed pursuant to section 12956.2 of the Government Code. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status." Note: If you should request a copy of the document referred to above, California Law requires that a county recorder, title insurance company, escrow company, real Estate broker, real Estate agent, or association that provides a copy of a declaration, goveming document, or deed to any person shall place a cover Page over, or stamp on the first Page of the previously recorded document or documents a statement, in at least 14 -point boldface type, relating to unlawful restrictions. 8. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: County of San Diego Purpose: public road Recorded: in Book 546 - page 146 of Official Records Affects: Southerly 20' of Parcel A Said instrument additionally contains the privilege and right to extend drainage structures and excavation and embankment slopes beyond the limits where required for the construction and maintenance thereof 9. The fact that the ownership of said land does not include rights of access to or from the street, highway, or freeway abutting said land, such rights having been severed from said land by the document. Recorded: May 24, 1962 as Instrument No. 88749 of Official Records Affects: the Southwesterly line of Parcel 1 -A 10. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Encinitas Sanitary District Purpose: sanitary sewer purposes 12.0 feet in width Recorded: October 21, 1964 as Instrument No. 191935 Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 11. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Niedens Hillside Floral, Inc., a corporation Purpose: underground drainage pipe Recorded: November 24, 1969 as Instrument No. 215074 of Official Records CLTA Preliminary Report Fo m - Modified (11 -17-06) Page 9 Order No.: 930016798 -U50 SCHEDULE B (continued) Affects: The route thereof affects a portion of said land and is more fully described in said document. 12. Any boundary discrepancies, rights or claims which may exist or arise as disclosed by a record of survey Record of Survey No.: 15267 13. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: public sewer Recorded: November 26. 1996 as Instrument No. 1996- 0597442 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 14. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Purpose: road Recorded: November 26, 1996 as Instrument No. 1996- 0597442 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. Said easement has been conveyed and/or reserved in various other instruments of record 15. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Purpose: General utility, sewer, electrical, water, Cable Tv and Telephone Recorded: November 26, 1996 as Instrument No. 1996- 0597442 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. Said easement has been conveyed and/or reserved in various other instruments of record 16. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: public sewer Recorded: November 26. 1996 as Instrument No. 1996- 0597446 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document 17. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: The City of Encinitas CLTA Preliminary Report Form- Modified 01 -17-06) Page 10 Order No.: 930016798 -U50 SCHEDULE B (continued) Purpose: sewer pipelines and / or mains manholes, sewer lateral pipelines and all structures incidental thereto Recorded: November 26. 1996 as Instrument No. 1996- 0597449 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 18. A Conditional Certificate of Compliance Dated: October 25, 1996 Executed by: Bill Weedman, City Planner Compliance No.: 95 -280 BA/CC Recorded: November 26, 1996 as Instrument No. 1996- 0597451 of Official Records Conditions: Not approved for development 19. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: for ingress, egress, road and utility purposes Recorded: February 18, 2005 as Instrument No. 2005- 0141445 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 20. Any boundary discrepancies, rights or claims which may exist or arise as disclosed by a record of survey Record of Survey No.: 19165 21. Notice of Violation of Section 23.24.080 of the Encinitas Municipal Code has occurred and recorded December 22, 2006 as Instrument No. 2006 - 0908574 of Official Records. THE FOLLOWING MATTERS AFFECT PARCELS 2 -A THRU 2 -D 22. Property taxes, including any assessments collected with taxes, for the fiscal year 2010 - 2011 that are a lien not yet due. 23. Property tares, including any personal property taxes and any assessments collected with taxes, for the fiscal year 2009 - 2010 1" Installment: tad Installment: Penalty and Cost: Homeowners Exemption: Code Area: $1,374.71 (Paid) $1,374.71 $147.47 (Due after April 10) $None 19079 CLTA Preliminary Report Form- Modified (11 -17 -06) Page I I Order No.: 930016798 -U50 SCHEDULE B (continued) Assessors Parcel Number: 256 - 171 -21 24. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (commencing with Section 75) of the revenue and taxation code of the State of California 25. Water rights, claims or title to water, whether or not shown by the public records. 26. Easements for ingress and egress, pipelines, drainage and/or public utilities and incidental purposes thereto over, under, along and across the easement parcel(s) herein described, as granted and /or reserved in various deeds of record Affects: 2 -B, 2 -C and 2 -13 27. Covenants, conditions and restrictions ( "but omitting, except to the extent that said covenant or restriction is controlled or permitted by any applicable federal or state law, any covenants or restrictions, if any, based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, medical condition, national origin, source of income, or ancestry" as set forth in the document Recorded: March 25. 1930 as Instrument No. 14601 in Book 1762, Rage 7 of Deeds Note: Section 12956.1 of the government code provides the following: "If this document contains any restriction based on race, color, religion, sex, sexual orientation, familial status, marital status, disability, national origin, source of income as defined in subdivision (p) of Section 12955, or ancestry, that restriction violates state and federal fair housing laws and is void, and may be removed pursuant to section 12956.2 of the Government Code. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status." Note: If you should request a copy of the document referred to above, California law requires that a county recorder, title insurance company, escrow company, real Estate broker, real Estate agent, or association that provides a copy of a declaration, governing document, or deed to any person shall place a cover Page over, or stamp on the first Page of the previously recorded document or documents a statement, in at least 14 -point boldface type, relating to unlawful restrictions. 28. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Encinitas Sanitary District Purpose: sanitary sewer purposes 12.0 feet in width Recorded: October 21, 1964 as Instrument No. 191935 Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 29. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Niedens Hillside Floral, Inc., a corporation Purpose: underground drainage pipe CLTA Preliminary Report Fomt • Modified (11.17 -06) Page 12 Order No.: 930016798 -U50 SCHEDULE B (continued) Recorded: November 24. 1969 as Instrument No. 215074 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 30. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Purpose: road Recorded: November 26, 1996 as Instrument No. 1996- 0597442 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. Said easement has been conveyed and/or reserved in various other instruments of record 31. Any boundary discrepancies, rights or claims which may exist or arise as disclosed by a record of survey Record of Survey No.: 15267 32. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Purpose: General utility, sewer, electrical, water, Cable Tv and Telephone Recorded: November 26. 1996 as Instrument No. 1996- 0597442 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. Said easement has been conveyed and/or reserved in various other instruments of record 33. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: sewer Recorded: November 26. 1996 as Instrument No. 1996- 0597443 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 34. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: public sewer Recorded: November 26, 1996 as Instrument No. 1996- 0597446 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document CLTA Prelimir ary Report Form- Modified (11 -17-06) Page 13 Order No.: 930016798 -U50 SCHEDULE B (continued) 35. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: The City of Encinitas Purpose: sewer pipelines and / or mains manholes, sewer lateral pipelines and all structures incidental thereto Recorded: November 26 1996 as Instrument No. 1996- 0597449 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 36. A Conditional Certificate of Compliance Dated: October 25, 1996 Executed by: Bill Weedman, City Planner Compliance No.: 95 -280 BA/CC Recorded: November 26, 1996 as Instrument No. 1996- 0597451 of Official Records Conditions: Not approved for development 37. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: for ingress, egress, road and utility purposes Recorded: February 18, 2005 as Instrument No. 2005- 0141445 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document 38. Any boundary discrepancies, rights or claims which may exist or arise as disclosed by a record of survey Record of Survey No.: 19165 39. Notice of Violation of Section 23.24.080 of the Encinitas Municipal Code has occurred and recorded December 22, 2006 as Instrument No. 2006- 0908574 of Official Records. THE FOLLOWING MATTERS AFFECT PARCELS 3 -A THRU 3 -C 40. Property taxes, including any assessments collected with taxes, for the fiscal year 2010 - 2011 that are a lien not yet due. CLTA Preliminary Report Form- Modified (I 1 -17-06) Page 14 Order No.: 930016798-U50 SCHEDULE B (continued) 41. Property taxes, including any personal property taxes and any assessments collected with taxes, for the fiscal year 2009 - 2010 I' Installment: 2nd Installment: Penalty and Cost: Homeowners Exemption: Code Area: Assessors Parcel Number: $4,433.75 (Paid) $4,433.75 $453.37 (Due after April 10) $None 19079 256 - 171 -24 42. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (commencing with Section 75) of the revenue and taxation code of the State of California 43. Water rights, claims or title to water, whether or not shown by the public records. 44. Easements for ingress and egress, pipelines, drainage and/or public utilities and incidental purposes thereto over, under, along and across the easement parcel(s) herein described, as granted and/or reserved in various deeds of record Affects: Parcels 3-B and 3 -C 45. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Security Trust & Savings Bank, a corporation Purpose: road Recorded: July 21, 1923 as Instrument No. 26996 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 46. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: San Diego Gas and Electric Company Purpose: public utilities, ingress, egress Recorded: in Book 1006- page 28 of Deeds Affects: The route thereof affects a portion of said land and is more fully described in said document. 47. Covenants, conditions and restrictions ( "but omitting, except to the extent that said covenant or restriction is controlled or permitted by any applicable federal or state law, any covenants or restrictions, if any, based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, medical condition, national origin, source of income, or ancestry" as set forth in the document Recorded: March 25. 1930 as Instrument No. 14601 in Book 1762. page 7 of Deeds CLTA Preliminary Report Form- Modificd (1I- 19-06) Page IS II0. M3 2=*111116 WERIM11 SCHEDULE B (continued) Note: Section 12956.1 of the government code provides the following: "If this document contains any restriction based on race, color, religion, sex, sexual orientation, familial status, marital status, disability, national origin, source of income as defined in subdivision (p) of Section 12955, or ancestry, that restriction violates state and federal fair housing laws and is void, and may be removed pursuant to section 12956.2 of the Government Code. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status." Note: If you should request a copy of the document referred to above, California Law requires that a county recorder, title insurance company, escrow company, real Estate broker, real Estate agent, or association that provides a copy of a declaration, governing document, or deed to any person shall place a cover Page over, or stamp on the first Page of the previously recorded document or documents a statement, in at least 14 -point boldface type, relating to unlawful restrictions. 48. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: San Diego Gas and Electric Company Purpose: public utilities, ingress, egress Recorded: in Book 1817. Rage 79 of Deeds Affects: The route thereof affects a portion of said land and is more fully described in said document 49. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Encinitas Sanitary District Purpose: sewer pipe lines and structures Recorded: July 25, 1957 in Book 6680, page 120 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 50. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: John H. and Helen W. Anderson Purpose: road Recorded: February 6, 1962 as Instrument No. 21799 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 51. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Encinitas Sanitary District Purpose: sanitary sewer purposes 12.0 feet in width Recorded: October 21. 1964 as Instrument No. 191935 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. CLTA Preliminary Report Form- Modified (11-17-06) Page 16 Order No.: 930016798 -U50 SCHEDULE B (continued) 52. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: Niedens Hillside Floral, Inc., a corporation Purpose: underground drainage pipe Recorded: November 24. 1969 as Instrument No. 215074 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 53. Any boundary discrepancies, rights or claims which may exist or arise as disclosed by a record of survey Record of Survey No.: 15267 54. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Purpose: road Recorded: November 26, 1996 as Instrument No. 1996- 0597442 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. Said easement has been conveyed and/or reserved in various other instruments of record 55. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Purpose: General utility, sewer, electrical, water, Cable Tv and Telephone Recorded: November 26. 1996 as Instrument No. 1996- 0597442 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. Said easement has been conveyed and/or reserved in various other instruments of record 56. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Purpose: sewer Recorded: November 26, 1996 as Instrument No. 1996- 0597442 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. Said easement has been conveyed and/or reserved in various other instruments of record 57. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: sewer Recorded: November 26. 1996 as Instrument No. 1996- 0597446 of Official Records CLTA Preliminary Report Form - Modified (11.17-06) Page 17 Order No.: 930016798 -U50 SCHEDULE B (continued) Affects: The route thereof affects a portion of said land and is more fully described in said document. 58. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: public sewer Recorded: November 26 1996 as Instrument No. 1996- 0597446 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 59. An easement for the purpose shown below and rights incidental thereto as set forth in a document. Granted To: The City of Encinitas Purpose: sewer pipelines and / or mains manholes, sewer lateral pipelines and all structures incidental thereto Recorded: November 26, 1996 as Instrument No. 1996- 0597449 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document. 60. A Conditional Certificate of Compliance Dated: October 25, 1996 Executed by: Bill Weedman, City Planner Compliance No.: 95 -280 BA/CC Recorded: November 26. 1996 as Instrument No. 1996- 0597451 of Official Records Conditions: Not approved for development 61. An easement for the purpose shown below and rights incidental thereto as reserved in a document. Purpose: for ingress, egress, road and utility purposes Recorded: February 18, 2005 as Instrument No. 2005 - 0141445 of Official Records Affects: The route thereof affects a portion of said land and is more fully described in said document 62. Any boundary discrepancies, rights or claims which may exist or arise as disclosed by a record of survey Record of Survey No.: 19165 63. Notice of Violation of Section 23.24.080 of the Encinitas Municipal Code has occurred and recorded December 22, 2006 as Instrument No. 2006- 0908574 of Official Records. CLTA Preliminary Report Fortn- Modified (1I -17-06) Page 18 Order No.: 930016798 -U50 SCHEDULE B (continued) THE FOLLOWING MATTERS AFFECTS ALL PARCELS 64. Matters which may be disclosed by an inspection and/or by a correct ALTA/ACSM Land Title Survey of said land that is satisfactory to this Company, and/or by inquiry of the parties in possession thereof. This office must be notified at least 7 business days prior to the scheduled closing in order to arrange for an inspection of the land; upon completion of this inspection you will be notified of the removal of specific coverage exceptions and/or additional exceptions to coverage. 65. Any rights of parties in possession of said land, based on any unrecorded lease, or leases. This Company will require a full copy of any unrecorded lease, together with all supplements, assignments, and amendments for review. END OF SCHEDULE B CLTA Preliminary Report Form- Modified (11 -17-06) Page 19 Order No.: 930016798 -U50 INFORMATIONAL NOTES Note No. 1: The policy of title insurance will include an arbitration provision. The Company or the insured may demand arbitration. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the insured arising out of or relating to this policy, any service of the Company in connection with its issuance or the breach of a policy provision or other obligation. Please ask your escrow or title officer for a sample copy of the policy to be issued if you wish to review the arbitration provisions and any other provisions pertaining to your Title Insurance coverage. Note No. 2: The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than the amount, if any, set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Note No. 3: If title is to be insured in the Trustee(s) of a Trust, (or if their act is to be insured), this Company will require a copy of the Trust Agreement including all exhibits listing real and personal property transferred into the Trust together with complete copies of any amendments or modifications thereto. The Company must also be furnished with a verification of all present Trustees stating that the copy being furnished is a true and correct copy of the entire Trust Agreement including all modifications or amendments; that the Trust is currently in full force and effect; and that it has not been revoked or terminated. Note No. 4: We will require a statement of information from the parties named below in order to complete this report, based on the effect of documents, proceedings, liens, decrees, or other matters which do not specifically described said land, but which, if any do exist, may affect the title or impose liens or encumbrances thereon. Parties: David Maldonado (Note: The statement of information is necessary to complete the search and examination of title under this order. Any title search includes matters that are indexed by name only, and having a completed statement of information assists the company in the elimination of certain matters which appear to involve the parties but in fact affect another party with the same or similar name. Be assured that the statement of information is essential and will be kept strictly confidential to this file) GP CLTA Preliminary Report Form- Modified (11 -17-06) Page 20 Order No.: 930016798 -U50 INFORMATIONAL NOTES (continued) ATTACHMENT ONE PRIVACY STATEMENT IMPORTANT INFORMATION: For those of you receiving this report by electronic delivery the Privacy Statement and Exclusions From Coverage are linked to this report. Please review this information by selecting the link. For those of you who are receiving a hard copy of this report, a copy of this information has been submitted for your review. CLTA Preliminary Report Form- Modified (11 -17-06) Page 21 CHICAGO TITLE INSURANCE COMPANY Fidelity National Financial Group of Companies' Privacy Statement July 1, 2001 We recognize and respect the privacy of today's consumers and the requirements of applicable federal and state privacy laws. We believe that making you aware of how we use your non - public personal information ( "Personal Information "), and to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve. This Privacy Statement provides that explanation. We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws. In the course of our business, we may collect Personal Information about you from the following sources: • From applications or other form we receive from you or your authorized representative; • From your transactions with, or from the services being performed by, us, our affiliates or others; • From our Internet web sites; • From the public records maintained by government entities that we wither obtain directly from those entities, or from our affiliates or others; and • From consumer or other reporting agencies Our Policies Regarding The Protection Of The Confidentiality And Security Of Your Personal Information We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or intrusion. We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or for other legitimate business purposes. Our Policies and Practices Regarding the Sharing of Your Personal Information We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate settlement service providers. We may also disclose your Personal Information: • to agents, brokers or representatives to provide you with services you have requested; • to third -party contractors or service providers who provide services or perform marketing or other functions on our behalf; and • to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal Information when your direct or give us permission, when we are required by law to do so, or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. One of the important responsibilities of some of our affiliated companies is to record documents in the public domain. Such documents may contain your Personal Information. Right To Access Your Personal Information And Ability To Correct Errors Or Request Change Or Deletion Certain states afford you the right to access your Personal Information and, under certain circumstances, to find out to whom your Personal Information has been disclosed. Also, certain states afford you the right to request correction, amendment or deletion of your Personal Information. We reserve the right, where permitted by law, to charge a reasonable fee to cover the costs incurred in responding to such requests. All requests must be made in writing to the following address: Privacy Compliance Officer Fidelity National Financial, Inc. 601 Riverside Drive Jacksonville, FL 32204 Multiple Products or Services: If we provide you with more than one financial product or service, you may receive more that one privacy notice from us. We apologize for any inconvenience this may cause you. Privacy Statement (1e -2I -03) ATTACHMENT ONE AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY (6- 1-87) EXCLUSIONS In addition to the Hxceptions in Schedule B, you are not insured against loss, 3. Tide Risks: costs, attorneys' fees, and expenses resulting from • that are created, allowed, on agreed to by you I. Governmental police power, and the existence or violation of any law or government regulation. This includes building and zoning • that we known to you, but not to us, on the Policy Date -unless ordinances and also laws and regulations concerning they appeared in the public records land use • improvemems on the land • landdiwsion environmental protection This exclusion does not apply to violations or the enforcement of these mummers which appear in the public records at Policy Date. This exclusion does not limit the zoning coverage described in Items 12 and 13 of Covered Title Risks . that result in no loss to you that first affect vow atle after the Policy fate - this does not limn the labor and material lien coverage in Item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right. • to any land outside the area specifically described and mferted to in Item 3 of Schedule A OR 2. The right to take the land by condemning it, unless. • in streets, illeys, m waterways that loath Your IoM • a nonce of exercising the right appears in the public records on This exclusion dos not limit the access coverage in Item 5 of Covered Title the Policy Date Risks. • the taking happened prior to the Policy Date and is binding on you ifyou bought the land without knowing of the taking In addition to the Exclusions you we not insured against loss, costs, attorneys' fees, and the expenses resulting from: I. Any right, interests, or claims of parties in possession of the land not 3. Any facts about the land which a correct survey would disclose and shown by the public records which are not shown by the public records. This does not limit the 2. Any easements or liens not shown by the public records. This does not forced removal coverage in Item 12 of Covered Title Risks, limit the lien coverage in Item 8 of Covered Tide Risks, 4. Any water rights or claims or title to water in or under the land, whether or not shown by the public records. CALIFORNIA LAND TIT LE ASSOCIATION STANDARD COVERAGE POLICY - 1990 EXCLUSIONS FROM COVERAGE The following matters we expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, ananeyi fees or expenses which arise by reason of I. (a) Any law, ordinance or governments] regulation (including but not limited to building of zoning laws, ordinances, a regulations) restricting, regulating, prohibiting or relating (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions a location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions a area of the land or any panel of which the land is or was a pan; or (iv) environmental protection, a the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice ofa defect, lien, or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exemtx thereof or matte of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless ounce of the exercise thereof has been recorded in the public records at Dale of Policy, but not excluding from coverage any larking which has Occurred prim to Date Of Policy which would be binding on the rights of a purchaser for value without knowledge. 1 Defects, liens, encumbrances, adverse claims or other matters'. (a) whether or not recorded in the public records at Dale of Policy, but created, suffered, assumed or agreed to by the insured cla morn; (b) nor known to the Company, not recorded in the public retards at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became am insured coder this policy, (c) resulting in no loss or damage to the insured claimant. (d) amching m created subsequent to Dare of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value far the insured mortgage our for the estate or interest insured by this policy. 4. Unenforceabdity of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, a the inability or failure of any subsequent owner of the indebtedness, to comply with the applicable doing business laws of the state in which the land is mmated. 5 Invalidity or unenforceabihry of the hen of the insured mortgage, a claim thered, which arises our of the transaction evidenced by the insured mortgage and is based upon usury a any consumer credit protection or truth in lending law. 6. Any claim, which wises our of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender, by reason of the operation of federal bankmprcy, state insolvency or similar creelaws rights laws SCHEDULE B, PART 1 EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of 1. Taxes or assessments which are not shown as existing liens by the 3. Easements, liens or encumbrances, or clmms thereof which are not records of any taxing authonty that levies taxes or assessments on real shown by the public records . property m by the public records. Proceedings by a public agency 4. Discrepancies, conflicts in boundary lines, shortage in roes, which may result in taxes or assessments, or notices of such encroachments, or any other facts which a correct survey would proceedings, whether or not shown by the records of such agency or disclose, and which are not shown by the public records. by the public records. A (a) is or in Ac mining claims, (b) neervattonf a exceptions ig in 2. Any face, rights, interns, a claims which are not shown by the patents or in Acts authorizing the issuance thereof; (c) comer rights, public records but which could be ascertained by an inspection of the claims or title to water, whether or not the matters excepted under (a), land or which may be asserted by persons in possession thereof. (b) or (c) are shown by the public records. Attachment One (11 -17-06) Page 23 ATTACHMENT ONE (CONTINUED) AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10-17.92) WITH ALTA ENDORSEMENT -FORM 1 COVERAGE EXCLUSIONS FROM COVERAGE The following matters me expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of (a) (b) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (t) the occupancy, use, or enjoyment of the land; (it) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part, or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. Any governmental police power not excluded by (a) above, except to the extent Nat a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Polity. 2. Rights of eminent domain unless ounce of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prim to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters : (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the Insured claimant prior to the date the ummed claimant became an Insured under this Policy, (c) resulting in no loss or damage to the insured claimant. (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien for services, labor or matenal or to the extent insurance is afforded herein as to assessments for strect improvements under construction or completed at Dam of Policy); or (e) resulting in loss or damage which would not have been sustained if the insured I m ml had paid value for the insured mortgage 4. Unenforceability of the hen of the insured mortgage because of the inability in failure of the insured at Date of Policy, m the inability or failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which the land is situated 5. Invalidity or unenforceabihty of the lien of the insured mortgage, or claim thereof, which anus out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any statutory lien fm services, labor or materials (or the claim of pnonty of any statutory lien for services, labor or materials over the hen of the insured mortgage) arising from an improvement or work related to the land which is contacted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance . 7. Any claim, which arses out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankmptoy, state Insolvency, or similar creditors rights laws, that is based on (i) the mumaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer, or (it) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine or equitable subordination, or (in) the transaction creating the interest of the Insured mortgagee being deemed a Preferential transfer except where the preferential transfer results from the failure '. (a) to timely record the instrument oftansfer, or (b) of such recordation to impart notice to a purchaser fm value or ajudgmerd or lien creditor. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not Insure against loss or damage (and the Company will not pay eosu, attorncys fees in expenses) which some by maxims of I. Taxes or assessments which are not shown as existing liens by the 3. Easements, liens or encumbrances. or claims thereof, which are not records of any taxing authority that levies taxes or assessments on real shown by the public records . property or by the public records. Proceedings by a public agency 4. Discrepancies, conflicts In boundary lines, shortage in area, which may result in uses es assessments, or notices of such encroachments, or any other facts which a correct survey would proceedings, whether or not shown by the records of such agency or disclose, and which are not shown by the public records. by the public records. 2. Any facts, rights, interests or claims which are not shown by the . 5. (a) Uneaten A mining claims (b) reservations or exceptions in patent m in Acts ambonving the issuance Hereof, (c) water rights, public records but which could be ascertained by an inspection of the claims or title to water, whether or not the matters excepted under (a), land or which may be asserted by persons in possession thereof. (b) or (c) are shown by the public records. 2006 ALTA LOAN POLICY (06- 17-06) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attomeys fees, or expenses that arise by reason of I. (a) Any law, ordinance, permit, or governmental regulation (including those relating to budding and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment ofthe Land; (it) the character, dimensions, or location of any improvement erected on the Land; (tai) the subdivision of land; or (iv) environmental protection; or the effect of arty violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify ar limit the coverage provided under Covered Risk 5. Attachment One (11 -17-06) Page 24 (b) Any governmental police power. This Exclusion I(b) does not modify or limit the coverage provided order Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant, (d) attaching or created subsequent to Date of Policy (howeva, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14), or ATTACHMENT ONE (CONTINUED) (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforecabdity of the lien of the Insured Mortgage because of the inability m failure of an Insured to comply with applicable doing. Warren laws of the state where the Lander situated S. Invalidity or nnenfoneability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth -in- lending law. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fni dulcot conveyance or fraudulent transfer, or (b) a preferential transfer fm any reason vim crated in Covered Risk 13(b) of this policy. Any lien on the Title for real estate taxes or assessments imposed by goverrtmenml authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk I lib). The above policy form may be issued Io afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Excepumts from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by masse of I. (a) "faxes or assessments (hat are not shown as existing liens by the 3. Easements, hens or encumbrances. or claims thereof, net shown by records of any lazing authority that levies (axes or assessmenu on the Public Records . real property or by the Public Records, 4, Any encroachment, encumbrance, violation, variation, or adverse (b) Proceedings by a public agency that may result in taxes or dreumslance affecting the Title that would be disclosed by an assessments, or notices of such proceedings, whether or not accurate and complete land survey of the Land and not shown by the shown by the records of such agency or by the Public Records. Public Records. 2. Any facts, rights, interests, or claims that are not shown by the Public 5. (a) Unpalented mining claims; (b) reservations or exceptions in Records but that could be ascertained by an inspection of the Ladd or patMU re in Acts authorizing the issuance thereof, (c) water rights, that may be asserted by persons in possession of the Land, claims or title to water, whetter or, nor the matters excepted under (a), (b), or (c) arc shown by the Public Records. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (10.17 -92) EXCLUSIONS FROM COVERAGE The following matters are expressly, excluded from the coverage of this policy and the Company will nor pay loss or damage, costs, attorneys' fees or expenses which now by reason of I. (a) Any law, ordinance or governmental regulation (including but not limited m building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (it) the character, dimensions or location of any improvement now or hereafter erected on the land; (,it) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part. or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations. except to the extent that a nonce of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thercof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Dale of Policy, but not excluding from envisage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defeiss, liens, encumbrances, adverse claims or other matters '. (a) created, suffered, assumed or agreed to by the insured claimant, (b) not known to the Company, not recorded in the public records at Date of Policy, but known m the insured claimant and not disclosed in writing to the Company by the insured claimant prim to the date the insured claimant became an insured under this policy; (e) resulting in no loss or damage to the insured claimant, (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss m damage which would nil have been sustained if the insured claim=( had paid value for the estate or interest insured by this polity. 4. Any claim, which arses out of the transaction vesting in the insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors rights laws, that is based on (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer, or (n) the mur ion creating the estate or incest insured by this policy being deemed a preferential transfer except where the preferential transfer results from (he failure. (a) to timely record the instrument aftsonsfer, or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage Policy will slut include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will net pay costs, attomcys' fees or expenses) which arise by reason of 1. Taxes or assessments which are not shown as existing liens by the 3. Easements, liens or encumbrances, or claims thereof, which are not records of any taxing authority that levies taxes or assessmrnts on real shown by the public records . property or by the public records. Proceedings by a public agency 4. Discrepancies, conflicts in boundary lines, shortage in ores, which may result in lazes or assessments, or notices of such encroachments, or any other facts which a correct survey would proceedings, whether or not shown by the records of such agency or disclose, and which are not shown by the public records. by the public records. 5. (a) parents on A mining claims; (b) reservations or exceptions in 2. Any facts, rights, interests m claims which are viol shown by the prtenb or in Acts authorizing the issuance Wereof, (c) water rights, public records but which could be ascertained by an inspection of the clams or title to water, whether or nor the matters excepted under (a), land or which may be assered by persons in possession thereof. (b) or (c) are shown by the public records. Attachment One (11 -17-06) Page 25 ATTACHMENT ONE (CONTINUED) 2006 ALTA OWNER'S POLICY (06- 1746) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this (b) not Known to the Company, not recorded in the Public Records at policy, and the Company will not pay loss or damage, costs, attorneys' fees, Date of Policy, but Known to the Insured Claimant and not car expenses that arse by reason of disclosed in wrung to the Company by the Insured Claimant I. (a) Any law, ordinance. permit, or governmental regulation poor to the dale the Insured Claimant became an Insured under (including those relating to building and zoning) restricting, this policy' regdaring, prohibiting, or relating to (e) resulting in no loss or damage to the Insured Claimant. (i) the occupancy, use, or enjoyment ofthe Land (d) attaching or created subsequent to Date of Policy (however, this (a) the character, dimensions, or location of any improvement does not modify or limn the coverage provided under Covered erected on the Lxnd, Risk 9 and 10), or (iii) the subdivision of land: or (e) resulting in low or damage that would not have been sustained if CLTA HOMEOWNER'S POLICY OF TITLE the Insured Claimant had paid value for the Title. (tv) environmental protection', 4 Any claim, by reason of the operation of federal bankruptcy, state or the effect of any violation of these laws, ordinances, in insolvency, or similar creditors' rights laws, that the transaction governmental regulations. This Exclusion Ila) does not modify or searing the Title w shown In Schedule A. is limit the coverage provided under Covered Risk 5. (a) a fraudulent conveyance fraudulent transfer; or (b) Any goveris emd police power. This Exclusion I(b) does not a (b) at transfer for any reason not sealed in Covered Risk 9 press modify or limit the coverage provided under Covered Risk 6. poll of this policy. o 2. Rights of eminent domain. This Exclusion does not modify or limit S. Any lien on the Tide for red estate taxes or assessments imposed by the coverage provided under Covered Risk 7 or 8. governmental authority and created or attaching between Date of 3. Defects, liens, encumbrances, adverse claims, or other matters Policy and the date of recording of the deed or other instrument of (a) created, suffered, assumed, or agreed to by the Insured Claimant; transfer in the Public Records that vests Title as shown in Schedule A. The above policy form may be issued to afford either Standard Coverage or Extended Coverage In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that anse by reason of I. (a) Taxes or assewments that are not shown as existing liens by the 3. Easements, liens or encumbrances, m claims thereof, not shown by records of any taxing authority Nat levies taxes a assessments on real the Public Records . property car by the Public Records. (b) pructedings by a public agency 4 Any encroachment, encumbrance. violation, simmer, or adverse that may result in taxes or assessments, or notices of such drcumstance affecting the Title that would be disclosed by an proceedings, whether or not shown by the records of such agency or accurate and complete land survey of the Land and that are no shown by the Public Records by the Public Records. 2. Any facts, rights, interests, or claims that are not shown in the Public 5. (a) Unpatented mining claims, (b) reservations or exceptions in Records but that could be ascertained by an inspection of the Land or patents or in Acts authonzing the issuance thereof, (c) water rights, that may be asserted by persons in possession of the Lan& claims or title In water, whether in not the matters excepted under (a), (b), or (c) are shown by the Public Records. CLTA HOMEOWNER'S POLICY OF TITLE INSURANCE (10 -22 -03) ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (10 -22 -03) EXCLUSIONS In addition to the Exceptions in Schedule B, You are nil insured against loss, costs, attorneys fees, and expenses resulting from I. Governmental police power, and the existence or violation of any law a. a nonce of exercising the right appears in the Public Records at or government regulation. This includes ordinances, laws and the Policy Date, or regulations concerning: b. the taking happened before the Policy Date and is binding on You a. building b. among c, land use d. improvements on the Land e. Laniciwsum f environmental protection This Exclusion does not apply to violations or the enforcement of these matters if notice of the violation or enforcement appears in the Public Records at the Policy Date. This Exclusion does not limit the coverage described in Covered Risk 14, 15, 16, 17 or 24. 2. The Won: of Your existing structures, as any pan of them, to be constructed in accordance with applicable building codes, This Exclusion does not apply to violations of building cedes if notice of the violation appears in the Public Records at the Policy Date. 3. The right to take the Land by condemning it, unless Attachment One (11 -17-06) Page 26 if You bought the Land without Knowing of the taking. 4. Risks a. that are created, allowed, or agreed to by You, whether or not they appear in the Public Records, b. that are Known to You at the Policy Date, but nor to Us, unless they appear in the Public Records at the Policy Due; c, that result in no Ions to You; or d, that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, e.d, 22, 23, 24 m 25. 5. Failure to pay value for Your Title. 6. Lack ofa night: a. to any land out side the area specifically described and referred to in paragraph 3 of Schedule A, and b. in stress, alleys, or waterways that touch the Land. This Exclusion does net limit the coverage described in Covered Risk 11 m Is ATTACHMENT ONE (CONTINUED) LIMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement "follows For Covered Risk 14, 15, 16 and Ie, Your Nductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. The deductible amounts and maximum dollar limits shown on Schedule Aare as follows'. Our Maximum Dollar Yom Deductible Amount Limit of Liability Covered Risk 14: IA of Policy Amount in f 2 500 00 5 10 00DO (whichever is less) Covered Risk I5: 1.44ai of Policy Amount or $ 54.44.44 5 25.00000 (whichever is less) Covered Risk 16: LWI. of Policy Amount or $ 5 000. $25000, (whichever is less) Covered Risk Id: I_om/ of Policy Amount or $ 2,500, $5000 (whichever is less) ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY (l0 /13/0 1) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of I. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to it the occupancy, use, or enjoyment of the Land: (ii) the character, dimensions or location of my improvement now or hereafter erected on the [.and. (iii) a separation in ownership or a change in the dimensions or areas of the Land or any parcel of which the Land is or was a part or (tv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that s notice of the enforcement thereof or a notice of a defect, ben or encumbrance resulting from a violation or alleged violation affecting the Land has been recorded in the Public Records at Date of Policy. This exclusion does not limit the coverage provided under Covered Risks 12, 13, 14, and 16 of this policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the Public Records at Date of Policy. This exclusion does not limit the coverage provided under Covered Risks 12, 13, 14, and 16 of this policy. 2. Rights of eminent domain unless entice of the exercise thereof has been recorded in the Public Records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without Knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters'. (a) created, suffered, assumed or agreed to by the Insured Claimant (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prim to the date the Insured Claimant became an Insured under this policy: (c) resulting In no loss or damage to the Insured Claimant Attachment One (11.17.06) Page 27 (d) attaching or created subsequent to Date of Policy (this paragraph does not limit the coverage provided under Covered Risks 8, 16, 18, 19, 20, 21, 22, 23, 24, 25 and 26): or (e) resulting in loss or damage which would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Linenforceabilily of the lien of the Insured Mortgage because of the inability or failure of the ]named at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which the Land is situated. 5. Invalidity or unenfmceability of the lien of the Insured Mortgage, or claim thereof, which arises out of the transaction evidenced by the Insured Mortgage and is based upon usury, except a provided in Covered Risk 27, or any consumer credit protection or tenth in lending law. 6. Real property taxes or assessments of any governmental authority which become a lien on the Land subsequent to Date of Policy. This exclusion does not limit the coverage provided under Covered Risks 7, 8(e) and 26. 7. Any claim of invalidity, menforceabdny, or lack of priority of the lien of the Insured Mortgage as to advances or modifications made after the Insured has Knowledge that the vest" shown in Schedule A is no longer the owner of the estate or interest covered by this polity. This exclusion does not limit the coverage provided in Covered Risk 8. 8 Lack of priority of the lien of the Insured Mortgage as to each and every advance made after Date of Policy, and ell interest charged thereon, over liens, encumbrances and other matters affecting the title, the existence of which are Known to the Insured at (a) The time of the advance; or (b) The time a modification is made to the terms of the Insured Mortgage which changes the rate of interest charged, if the rate of Interest is greater as a result of the modification than it would have been before the modification. This exclusion does not limit the coverage provided in Covered Risk 8. The failure of the residential structure, many portion thereof to have been constructed before, on or after Dme of Policy in accordance with applicable building codes. This exclusion does not apply to violations Of building codes if not" of the violation appears in the Public Records at Date of Policy. .. . (continued) You may be entitled to receive a $20.00 discount on escrow services if you purchased, sold or refinanced residential property in California between May 19, 1995 and November 1, 2002. If you had more than one qualifying transaction, you may be entitled to multiple discounts. If your previous transaction involved the same property that is the subject of your current transaction, you do not have to do anything; the Company will provide the discount, provided you are paying for escrow or title services in this transaction. If your previous transaction involved property different from the property that is subject of your current transaction, you must - prior to the close of the current transaction - inform the Company of the earlier transaction, provide the address of the property involved in the previous transaction, and the date or approximate date that the escrow closed to be eligible for the discount. Unless you inform the Company of the prior transaction on property that is not the subject of this transaction, the Company has no obligation to conduct an investigation to determine if you qualify for a discount. If you provide the Company information concerning a prior transaction, the Company is required to determine if you qualify for a discount which is subject to other terms and conditions. Attwhm Flt One (I I -17-06) Page 28 - A (continued) 5 a Attachment One (I 1 -17-06) I'agc ") a _ N-14 xl 5e 9a , ��1 C E � E!� x f a Description: San Diego, CA Assessor Map 256.17 Selected Pages 1 Page 1 Order: MLM000 Comment: Attachment One (I 1 -17-06) I'agc ") LA COSTA GROWERS �b ENGINEER'S ESTIMATE OF PROBABLE COST PREPARED BY DUDEK September 2010 PROJECT LA COSTA GROWERS GRADING PLAN JOB NO 6209 DATE 9/7/2010 APPROVED. ESTIMATE BY: JC COMMENT CITES PRELIMINARY ESTIMATE = $ AREAIPROCESS LOCATION. 556 UNION ST, CITY OF ENCINITAS JOB STATUS. 100% SUBMITTAL ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR $ EQUIPMENT ENGINEERING ESTIMATE NUMBER UNIT UNIT COST TOTAL UNIT COST I TOTAL UNIT COST TOTAL REMEDIAL GRADING Excavation of laden fill Removal - COE EDM 2009 1 640 icy 1 $0.00 $0.00 $105.00 $67.200.00 $105.00 $67 oo 00 Export - Haul Off - COE EDM 2009 1 640 Icy I $0.00 $0,001 $27.501 $17,600.00 $27.50 317 0.00 Import - Clean Fill - COE EDM 2009 1 20 ICY 1 $18.00 $360.00 $10001 $200.001 $28.00 00 Fine Grading Means 2008 312216.103000 1 986 ISY 1 $0001 $0001 $2.501 $2.465.00 $2.50 5.00 SUBTOTAL DRAINAGE 8 IRRIGATION Concrete Brow Ditch - Type B SDRSD D -75 1 305 LF 1 $2.00 $610.00 $1100 $3,965.00 $15.00 $4.575.00 T F, Catch Basin per SDRSD D -7 t EA $0.00 $0.00 $3,550.00 $3.550.00 $3,550.00 $3,550.00 Above ground drip irrigation line 8 3/4 PVC main line 1 8,871 LF 1 $0551 $4,879.05 $0,451 $3.991.95 $1.00 $$971.00 1- Gallon Container Plants 1 199 EA $12.00 $2,388.00 $8201 $1,631.80 $20201 $4,019.80 SUBTOTAL $21,016 EROSION CONTROL - SITE BMP'S Silt Fence - COE EDM 2009 445 LF 1 $0.45 $200.25 $1 15 $511.75 $1.80 $712.00 Fiber Rolls - COE EDM 2009 840 LF $1.00 $840.00 $1.25 $1,050,001 $2 . 8.0 Hay Bales - COE EDM 2009 50 LF . $200 $10000 . $300 . $150.00 5525 %25220 0 SUBTOTAL $2.852 MISCELLANEOUS Mobilization /Demobilization 1 Ls i $0001 $0.00 $2,000.00 $3,000.00 $2,00000 $ . 000 Laden Fill Disposal Fees - Sycamore Landfill Santee 864 ITON 1 $0001 $0.001 $63.001i $54,432.00 $63.00 $s 2.00 SUBTOTAL $56,432 SUBTOTAL CONSTRUCTION COST $168,125 3UBTOTAL CONTINGENCY 10 percent SUBTOTAL $168.100 $16,800 $1e4,900 ESTIMATED CONSTRUCTION COST $185,000 i 7 l L 2 (,) 2s�, SEP 9 2010 4122-1 It LA COSTA GROWERS ENGINEER'S ESTIMATE OF PROBABLE COST PREPARED BY DUDEK September 2010 PROJECT LA COSTA GROWERS GRADING PLAN AREAIPROCESS LOCATION: 556 UNION ST, CITY OF ENCINITAS JOB NO ESTIMATE BY JC 6209 DATE: 9/7/2010 JAPPROVED. COMMENTS NOTES PRELIMINARY ESTIMATE = $ JOB STATUS: 100% SUBMITTAL ITEM DESCRIPTION QUANTITY NUMBER UNIT MATERIAL COST LABOR 8 EQUIPMENT ENGINEERING ESTIMATE UNITCOST TOTAL UNITCOST I TOTAL UNIT COST TOTAL REMEDIAL GRADING Excavation of laden fill Removal - COE EDM 2009 640 Cr So. W $0.00 S10s 00 $67,200 Oo $105.00 $6720000 Export - Haul Off - COE EDM 2009 640 CV $0.00 $0.00 $27.50 $17.600.00 $27.50 $17,600.00 Import - Clean Fill - COE EDM 2009 20 CY 1 $18001 $360001 $10001 $200.00 $28.00 $56000 Fine Grading Means 2008 312216.103000 986 ISY 1 $0.00 $0.00 $Z50I $2.465.001 12 SnI $2,465.00 SUBTOTAL $87,825 DRAINAGE & IRRIGATION Concrete Brow Ditch - Type B SDRSD D -75 1 305 ILF 1 $2.00 $610.001 $1300 $3,965.00 $15.00 $4,575.00 T F, Catch Basin per SDRSD D -7 EA $0.00 $0.00 $3.550001 $3,550.00 $3,550.00 S3,55000 Above ground drip irrigation line 8 3/4 PVC main line 1 8,671 ILF 1 $0551 $4.879.05 1 $0451 $3.991.95 $1.00 $8,871.00 1- Gallon Container Plants 1 199 JEA 1 $12.00 $2.388.00 $8 20 $1,631.80 $20.20 $4.019.80 SUBTOTAL $21,016 EROSION CONTROL - SITE BMP'S Silt Fence - COE EDM 2009 1 445 LF i S0.45 $200 25 $1 15 1511751 $1 60 $71200 Fiber Rolls - COE EDM 2009 1 840 ILF 1 $1.00 $84000 $1.25 $1,05000 $2251 $1,89000 Hay Bales - COE EDM 2009 1 50 ILF 1 $2 00 $10000 $3.00 $150001 $500 $25000 SUBTOTAL $2.852 MISCELLANEOUS Mobilization/Demobilization Ls I s000l $0.00 $2,000.00 $3.000,DOI $2.000.00 $2,000.00 Laden Fill Disposal Fees - Sycamore Landfill Santee 1 864 TON 1 $0.001 $0,001 $63.001 $54.432.001 $63,001 $54,432.00 SUBTOTAL $56,432 SUBTOTAL CONSTRUCTION COST $168,125 SUBTOTAL CONTINGENCY SUBTOTAL 10 percent $168.100 $16.800 $184900 ESTIMATED CONSTRUCTION COST $185,000 SEP 9 2010 LA COSTA GROWERS ENGINEER'S ESTIMATE OF PROBABLE COST PREPARED BY DUDEK September 2010 PROJECT IA COSTA GROWERS GRADING PLAN JOB NO.: 6209DATE. 9!712010 PROVED: ESTIMATE BY JC COMMENTS7NOTES: PRELIMINARY ESTIMATE = $ AREA/PROCESS LOCATION: 556 UNION ST, CITY OF ENCINITAS JOB STATUS: 100% SUBMITTAL ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR 3 EQUIPMENT ENGINEERING ESTIMATE NUMBER UNIT UNIT COST I TOTAL UNIT COST TOTAL UNIT COST TOTAL REMEDIAL GRADING Excavation of laden fill Removal - COE EDM 2009 640 CY $0.00 $0 00 s705 00 $67.200.00 $105.00 $67 00.00 Export - Haul Off - COE EDM 2009 640 Cy $0 00 $0.00 $27.50 $17,600.00 $27.50 $17 0.00 Import - Clean Fill - COE EDM 2009 20 ICY $18.00 $360.00 $10.00 $200.00 $28.00 .00 Fine Grading Means 2008 312216.103000 1 986 ISY 1 $0001 $000 $2501 $2.46500 $250 5 00 SUBTOTAL $ ,825 DRAINAGE & IRRIGATION Concrete Brow Ditch - Type B SDRSD D -75 305 1 LF $2.00 $610.00 $13.00 $3,965.00 $15.00 $4,575.00 Type F, Catch Basin per SDRSD D -7 1 EA $0.00 $0.00 $3,550.00 $3.550.00 $3.5 0!2020[ $3,550.00 Above ground drip irrigation line 8 3/4 PVC main line 8.871 ILF $0551 $4,879051 $045 $3.991951 $1,001 $8,871.00 1- Gallon Container Plants 199 JEA 1 $12001 $2,388.00 $&201 $1,631801 $20.201 $4.079.80 SUBTOTAL $21,016 EROSION CONTROL - SITE BMP'S Silt Fence - COE EDM 2009 445 LF 1045 120121 S1.15 $511.75 $1.60 $712.00 Fiber ROIL$ - COE EDM 2009 1 840 liLF I $1.00 $840.00 $1.25 $1,050.00 $2.25 $1,890.00 Hay Bales -COE EDM 2009 1 50 ILF 1 $2.00 $100.00 $3.00 $150.00 $5.00 $250.00 SUBTOTAL $2,852 MISCELLANEOUS Mobilization /Demobilization 1 LS $0.00 $0.001 $2,000.001 $3.000.00 $2,000.00 $ . 0.00 Laden Fill Disposal Fees - Sycamore Landfill Santee esa ToN 1 $o.00 $0.00 $63.00 $54,432.00 $63.00 $ 2.00 SUBTOTAL $56,432 SUBTOTAL CONSTRUCTION COST $168.125 SUBTOTAL CONTINGENCY percent SUBTOTAL $168.100 $16,800 $184,900 ESTIMATED CONSTRUCTION COST $185,000 L K K K, 2s4 o SEP 9 ZO10 4✓1v22 -1 I It //-r November 4, 2010 (Revised April 22, 2011) La Costa Growers Attn: David Maldonado and Olivia Maldonado 3319 James Drive Carlsbad, Ca 92008 Re: Permit issuance requirements for Application 10516 -G 556 Union Street 256- 171 -24 This letter summarizes the requirements for pulling your Engineering Permit for drawing 10516 -G. Your approved plan will remain valid for one year. If the permit is not issued within six months from the dale of approval of the drawings, the plans will be subject to review by City staff for compliance with current codes and regulations before a permit can be issued, and changes to the approved plans as well as additional roes may be required. Please read through this letter carefully and contact the City with any questions you may have. It contains information about many requirements that may apply to your project and can make the process clearer and easier for you. In order to obtain the permits to construct the work shown on your approved plans, you will need to satisfy the requirements below. All of the items listed below must be submitted to the Engineering front counter in one complete package at the time the applicant comes in to pull the permit Partial submittals of any kind will not be accepted. Your project planchecker will not accept any of the documents listed on behalf of the Engineering front counter staff, all items must be submitted to the front counter directly together and at one time. The correct number of each of the requested documents must be provided: copies of documents submitted to the City during plancheck do not reduce the necessary quantities listed below. (1) Provide 4 prints sets of the approved drawing 10516 -G Provide 2 copies of soils report "Limited Geotechnical Investigation, 556 Union Street Property, Encinitas, California," prepared by Geocon, Inc. and dated December 5, 2010. (2) Post Security Deposits to guarantee all of the work shown on your approved drawings. The amounts of security deposits are determined directly from the Approved Engineer's Cost Estimate for bonding purposes by your engineer dated September 22, 2010 according to a set of predetermined unit prices for each kind of work shown on your plans. You will be required to post security deposit(s) as follows: (a) Security Deposit for Grading Permit 10516 -G: in the amount $26.254.80 to guarantee both performance and labor/ materials for earthwork, drainage, private improvements, and erosion control. (b) Security Deposit for Improvement Permit: N/A (c) Security Deposit for Undergrounding of Overhead Utilities: N /A. (d) Security Deposit for Deferred Monumentation: N /A. A minimum of 20% and up to 100% of the amount listed in item(s) 2(a) must be in the form of cash, certificate of deposit, letter of credit, or an assignment of account. Up to 80% of the amount listed in item 2(a) may be in the form of auto - renewing Performance and Labor and Materials Bonds issued by a State of California licensed surety company. Up to 100% of the amount(s) listed in item(s) 2(b), 2(c), and /or 2(d) may be in the form of auto - renewing Labor and Materials bonds issued by a State of California licensed surety company. Cash, certificates of deposit, letters of credit, and assignments of account are also acceptable financial instruments. If a certificate of deposit (CD) will be obtained to secure the entire amount(s) listed in item(s) 2(a) and/or 2(b), two separate CD's for 25% and 75% of the amount(s) listed in item(s) 2(a) and /or 2(b) should be obtained in order to facilitate any future partial release of those securities. CD's posted may be of any term but must be auto - renewing and must specify the City of Encinitas as a certificate holder and include a clause that until the City of Encinitas provides a written request for release of the CD, the balance shall be available to the City upon its sole request. The format of any financial instrument is subject to City approval, may be in the owner's name only, and must list the City of Encinitas as a Certificate Holder. For any questions regarding how to post securities, bonding, or the required format of securities, please contact Debra Geishart at 760 - 633 -2779. (3j Pay non - refundable fees as listed below: Fee Type Amount Grading Inspection $1,312.74 Improvement Inspection n/a NPDES Inspection (Grading) $262.54 NPDES Inspection (Improvement) n1a Flood Control n1a Additional Plancheck Fees Due n/a NPDES Plancheck Fees Due n/a GIS Mapping Fee (Maps/ PM's only) n/a The grading and improvement inspection fees are calculated based on 5% of first $100,000.00 of the approved Engineer's cost estimate for Fees dated September 22, 2010 (modified per M. Maher on April 22, 2011) and 3% of the cost estimate over 5100,000.00. The NPDES inspection fee is assessed as 1 % of the first $100,000.00 of the approved Engineer's cost estimate and 0.6% of the cost estimate over $100,000.00. The flood control fee is assessed at a rate of $0.21 per square foot of net new impervious surface area for driveway and parking areas as created per the approved plan. 141 Provide the name, address, telephone number, state license number, and license type of the construction contractor. The construction of any improvements within the public right -of -way or public easements is restricted to qualified contractors possessing the required state license as listed in the table below. The contractor must also have on file with the City current evidence of one million dollar liability insurance listing the City of Encinitas as co- insured. Additional requirements are described in the handout "Requirements for Proof of Insurance" available at the Engineering front counter. Type Description Work to be Done A General Engineering any & all C -8 Concrete a ronlcurb/ utter /ram (sidewalk C -10 Electrical lightingisi nals C -12 Grading & Paving any surface, certain drain - basinslchannels C -27 Landscaping planting/irrigation /fencing & other amenities C -29 Masonry retaining walls C -32 Parking &Highway Improvement signage /striping /safety C -34 Pipeline sanitary sewer /storm drain 5i Permits are valid for no more than one year from the date of issuance and may expire earlier due to expirations of letter of credit and /or insurance policies. t6 i This project does not propose land disturbance in excess of one acre and does not require from the State, a Storm Water Pollution Prevention Plan (SWPPP). An erosion control plan shall be implemented per the approved grading plan. Preconstruction Meeting: A preconstruction meeting at the project site is mandatory for all projects. The preconstruction meeting may not be scheduled until the Engineering pennit(s) have been issued, and the applicant /contractor must give the assigned Engineering inspector a minimum of 48 hours advance notice prior to the scheduled meeting time. Right -of -Way Construction Permit: A separate rail; w way construction permit will be required for any work in the public right -of -way or public easements Typically, this work may include construction or reconstruction of a portion of the driveway within the public right -of -way, excavation, backfill, and resurfacing to install electric. gas, telephone, and cable television lines, or water and sewer connections. A permit fee of $300.00 per application and a site plan preferably the work order issued by the public utility, will be required. Contractor license and insurance requirements apply. Permits must be issued at least 48 hours in advance of the start of work Haul Routes, Traffic Control Plans, and Transportation Permits: These separate permits may be required for your project and are handled by the Traffic Engineering Division. A fee of $250.00 is required for traffic control plans. For more details, contact Raymond Guarnes, Engineering Technician, at (760) 1533 -2704. Release of Project Securities The partial or complete release of project securities is initiated dutainatically by the City after submission of satisfactory as-buih drawin s to the Ci y an_d,approval_bv the prolert ELigneerinq_Dn ipgclor. Applicant requests cannot . be addressed_ without release approval from the proiect inspector. The processing and release of securities may take up to 4 weeks after the release process is initiated by the project Engineering inspector. Any cash releases will be mailed to the address on this letter unless the City is otherwise notified, and all letters mailed to a financial institution will be copied to the owner listed hereon. Satisfactory completion of Final Inspection certified by the project Engineering inspector is a prerequisite to full release of the Security Deposit assigned to any Grading Permit. A sum in the amount of 250X of the securities posted for improvement permits will be held for a one -year warranty period, and a release is automatically initiated at the end of that warranty period. Construction Changes: Construction changes prepared by the Engineer of Work will be required for all changes to the approved plans. Requests for construction change approval should be submitted to the Engineering Services Department front counter as redlined mark -ups on 2 blueline prints of the approved Drawing. Changes are subject to approval prior to field implementation. Substantial increases in valuation due to the proposed changes may be cause for assessment and collection of additional inspection fees and security deposits. Construction change fees of $200 00 and $350.00 will be assessed for minor and major construction changes, respectively. Construction changes necessitating a new plan sheet will be assessed the per -sheet plancheck and NPDES plancheck fees in lieu of the construction change fee. Construction changes not previously approved and submitted as as -built drawings at the end of the construction process will be rejected and the securities release will be delayed. Change of Ownership: If a change of ownership occurs following approval of the drawing(s), the new owner will be required to submit to the City a construction change revising the title sheet of the plan to reflect the new ownership. The construction change shall be submitted to the Engineering front counter as redline mark -ups on two blueline prints of the approved drawing together with two copies of the grant deed or title report reflecting the new ownership. Construction change fees apply The current owner will he required to post new securities to replace those held by the City under the name of the former owner, :md the securities posted by the former owner will be released when the replacement securities have been eceived and approved by the City. Change of Engineer of Work: If a change in engineer of work occurs following the approval of the drawing(s), a construction change shall be submitted for review and approval by the Engineering Department_ Two copies of the forms for the assumption of responsibility by the new engineer and the release of responsibility by the former engineer shall be completed and submitted to the City. Construction change fees apply. As- builts: Project as -built drawings prepared by the Engineer of Work will be required prior to Final Grading acceptance by Engineering Services. Changes to the approved plans require a construction change to be submitted to the City prior to field implementation. Construction changes may not be s.ibmitted as as- builts at the end of the construction process. `his letter does not change owner or successor -in- interest obligations If there should be a substantial ,:r lay in the start of your project or a change of ownership, please contact the City to request an update. Should you have questions regarding the posting of securities, please contact Debra Geishart, who r,r:;cesses all Engineering securities, at (760) 633 -2779. hould vau have any other questions, please contact me at (760) 633 -2780 or visit the Engineering i:4er at the Civic Center to speak with an Engineering Technician. Ruben Macabitas Civil Engineer cc Dudek and Associates, Inc., Jerod Coleman or Russel Bergholz Debbie Geishart, Engineering Technician Masih Maher, Senior Civil Engineer perrnitlfile F lr Application Requirements for Proof of Insurance Security Obligation Agreements (various)