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2004-1537 G , f�7 , FFI"p k 44 et 4L U44 4- 1 ! - Al -40 J\) szk iv jo 'Lin, t AW lot, Vol V -p a - 7 ; Q'I 11t 2 9, fr b7 -IL* Il e C% AC AMC 4L� A t 4k 40 -, �q - -4 dw I r li p bey fz 10 1% x ' Asir OF 3 A , la a i' _ -. _� �'4�'�5 1' � �� � 1 .F,. ?� n � M ':S I����i� C 1 4 SE :t•. s - y r E i 3Y 'hy '�• :. �f r'�'j, s��a� •k �` v i 3 u�� -�g f - ra€� •szv' a s €r 3 �� i { r i .. �.. - s _ }, - �'��?� t-� �'� � �i 3 '- �� ��� �:� � z � � s�� f t � z ' z ' �`���• �+�>� _$��� r . �� � ,� - " # { { # T b- �� r`'?�3�cd��4{ r'�' � �3 x�s �- -� , �' i ��y����� � '�t�{ z t�`���r.�t 2� � �� ���; h���� r�� ��.t d���"sag�'� ��� �,F "a .cr +,st �� - iu � - s ,�"` � s. ,� t 5- ic� r'rt' �r � r �' ,c �' �-��� �+' �; , ;.�,. • ..€� �,� 7 `_`: � s �,.�' r r � ��� € t •� � s, r '�� �, f� f �wrz�r .1 � � � � z, r i � #+' � � ,� T Y f ti 3� ss `, s r r �� 3 �> ?s a 3` r SOWAROS AND BROWN ENGINEERING March 10, 2008 Engineering Department City of Encinitas 505 S. Vulcan Avenue Encinitas CA 92024 Re: As- Graded Certification for 2015 — 2025 Cambridge Avenue The grading under Permit No. 1537 -G has been performed in substantial conformance with the approved Grading Plan or as shown on the As -Built Plan. Sincerely, Randy R. Brown RCE 36190 Q�nfESSID �s'4 O� A• ®Ap F I 02044.Itr -- No 36190 �^ E*. 06 -30-08 CI4�- Ca I f I 2187 NEWCASTLE AVENUE • SUITE 103 • CARDIFF BY THE SEA, CA 92007 { (760) 436 -8500 • FAX (760) 436 -8603 i hic. it i1� CIVIL, GEOTECHNICAL, / QUALITY ENGINEERING FOUNDATION DESIGN • LANO SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT I INSPECTION CLIENT: JONES PROJECT: JON- WAL -BKFL DATE: 6 FEB. 2006 S. C. JONES CONSTRUCTION, INC. P.O. Box 337 Cardiff, CA. 92007 Attention: Mr. Steve Jones Subject: Results of Compaction Testing and Inspections of the Retaining Wall Backfill for the Residential Construction located at 2015 -2025 Cambridge Ave., Cardiff, CA. (APN: 260 - 391 -03) Gentlemen: Pursuant to your request, we have completed our inspection and compaction testing of the retaining wall backfill for the subject site. The results of our field density tests are shown on Enclosure (1). The retaining wall backfill, compaction, and testing were accomplished between 25 and 27 January 2006. Based on our observation and testing, it is our opinion that the work performed during that period was in general conformance with the grading requirements of the City of Encinitas. Density was achieved by the use of hand whackers compacting the soil as fill was placed in thin lifts. Since the native soil was low in moisture content, the contractor had to spend additional time and effort in his pre- mixing operation in order to ensure near - optimum moisture and proper compaction in the fill material. During the wall backfill operation, a representative from our firm performed density tests in the subject backfill soils. Prior to placing the native soils behind the masonry wall, the contractor placed crushed 3/4 inch rock over a 4 inch perforated pipe subdrain system at the outside bottom of the wall. As indicated by our Compaction Test Results, Enclosure (1), the density tests performed in the wall backfill materials indicated over 90% relative compaction as compared to the Maximum Dry Density per ASTM Test Procedure D 1557 -91. I i I 1 j 16 -A SO. MELROSE DRIVE #285, VISTA, CA 92083 -5497 • 760 -945 -3150 • FAX 760 - 945 -4221 l f E/l 1111,`(:1'111 11IC. it il� CIVIC, GEOTECHNICAL, f OUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTINO CONSTRUCTION AfANAOEMENT f WSMCTION The Soil Engineer has prepared this, Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties, either expressed or implied, are made as to the professional advice provided under the terms of this agreement, and included in the Report. B & B Engineering Inc. and Associates appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact us. _a SS J� Sincerely, I NO. • 8623 Stephen B. Peter RCE 38623 xp= ..... Expires 3 -31 -07 2 1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083 -5497 • 760 - 945 -3150 FAX 760 - 945 -4221 1 1 , 411swilginecrilly, inc. CIVIL, GEOTECNNICAL, 6 QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING r:'•• ' , • PERCOLATION 6 SOIL TESTING • CONSTRUCTION MANAGEMENT 6 INSPECTION CLIENT: PROJE &)b CATE: F E Test Test Test Test Soil Dry Density, cf Moisture, % Relative Retest No. Date Location /Depth Type Field Maximum. Field Opt. Compaction No. I �zs �/JGG �x��,�� /r,� 3 � /� /2�,9 /33,0 � •7 8,v 9g 3 f 1 I 1 .2 .l 2'�{ 9" s n COMPACTION CURVE DATA SOIL TYPE AND DESCRIPTION OPTIMUM MAXIMUM DRY MOISTURE % DENSITY (pcf) /-� , BiZpcvr� SIGJ E SN D 41 T T n COMP ACTION TES I D� I A ENCLOSURE (/) Eli ineel il� , h1c. s� s� CIVIL. GEOTECNNICAL. A OUAUTY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOM TESTINO CONSTRUCTION MANAGEMENT i INSPECTION CLIENT: JONES PROJECT: JON 205 DATE: 25 JAN. 2006 S. C. JONES CONSTRUCTION, INC. P.O. Box 337 Cardiff, CA. 92007 Attention: Mr. Steve Jones Subject: Final Results of Compaction Testing and Inspections during Rough Grading for the Residential Construction located at 2015 -2025 Cambridge Ave., Cardiff, CA. (APN: 260 - 391 -03) Gentlemen: f Pursuant to your request, we have completed our inspection and compaction testing of the rough grading operations for the subject parcel. The results of our j field density tests are shown on Enclosure (1). Site preparation, compaction, and testing were accomplished during February and July, 2005. Based on our observations and testing, it is our opinion that the work performed during that period was in general conformance with the City of Encinitas Grading Ordinance. f" During February, 2005, grading began on the subject lot with the contractor removing an existing structure and the surface vegetation. All debris was removed from the pad grading area. On February 25,_the contractor began the over - excavation operation for the upper garage pad by removing the loose soils in the upper 2 feet and stockpiling on the westerly side of the pad. The bottom of the excavation was scarified, watered, and recompacted prior to replacing the native ' stockpiled soils. On November 18, 2005, the contractor over - excavated the loose soils in the lower basement pad by removing and recompacting the upper 2 feet of materials.. I This grading operation was accomplished in order to help mitigate the effects of I . differential settlement. I 1 1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083 -5497 760 -945 -3150 FAX. • 760 - 945 -4221 1 1 CIVIL, GEOTECNNICAL, f OUAUTY ENGINEERING FOUNDATION DESIGN • LANG SURVEYING • SOIL TESTING P CONSTRUCTION MANAGEMENT 1 INSPECTION I. Density of all fill soils was achieved by the use of a small bulldozer and a skip loader compacting the soil as fill was placed in thin lifts. Since the existing soils varied in moisture content, the contractor spent additional time and effort in his mixing operation in order to ensure near - optimum moisture and proper compaction in the fill material. As indicated by our Compaction Test Results, Enclosure (1), density tests j performed in the fill soils used for the construction of the garage and basement I pads indicated over 90% relative compaction as compared to the Maximum Dry Density per ASTM Test Procedure D 1557 -91. In eneral the native materials exposed at finish grades are considered to g � P g j have a low to very low expansion potential according to Table 18AIB of the California Building Code. Foundations shall be sized and constructed in accordance with the recommendations by the Structural Engineer for the expected live and dead loads, ( and for wind and seismic loads. For foundation design purposes, an allowable bearing strength of 2000 psf may be utilized for all continuous or spread footings founded in dense native soils compacted to 90% relative compaction per ASTM D j 1557 -91. Findings of this Report are valid as of this date; however, changes in ` conditions of a property can occur with passage of time, whether they be due to ' natural process or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subject to review and should not be relied upon after a period of one year. This Report is issued with the understanding that it is the responsibility of f the owner or of his representative to ensure that the information and ` recommendations contained herein are called to the attention of the project Architect and Engineer and are incorporated into the plans. Further, the necessary i ! steps shall be taken to ensure that the contractor and subcontractors carry out such recommendations in the field. f� i 2 1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083 -5497 760 -945 -3150 FAX 760 - 945 -4221 f I H&H Engi11eering,111c. CIVIL, QEOTECHNICAL. & OUAUTY ENGINEERING FOUNDATION DESIGN -LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT 1 INSPECTION The Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties, either expressed or implied, are made as to the professional advice provided under the terms of this agreement, and included in the Report. B & B Engineering Inc. and Associates appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact us. Sincerely, 3 2 3 N0.3 Ex . 23 y` �� Stephen B. Peter RCE 38623 J' IUtL Expires 3 -31 -07 OF C�� - \�® 3 1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083 -5497 • 760 -945 -3150 FAX 760 - 945 -4221 Adh CIVIL, GEOTECHNICAL, A QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING r'• ', •PERCOLATION A SOIL TESTING • CONSTRUCTION MANAGEMENT 6 INSPECTION CLIENT: J 0 N E.S PROJECT: -)D �J Z®,; MTE : `1A i'J Zoo 6 Test Test Test Test Soil Dry Density, Moisture, % Relative Retest No. l Date Location E1 /Depth Type Field Maximum. Field Opt. Compaction No. ' If N � 3 ?h 64 ! /Z, G 9101 - -- 7 /? — 9 2 i - r COMPACTION CURVE DATA SOIL TYPE AND DESCRIPTION OPTIMUM MAXIMUM DRY MOISTURE % DENSITY (pcf) 6,e N sli, ri j ,4tjo COMPACTION TEST DATA ENCLOSURE (1) ■���1� Ens inexcu in hic. it i1� CIVIL, GEOTECNNICM, i OWUTY ENGWEEAMK7 FOUNDATION OESION • LAND SLWVEYMIO • ML TESTING CONSTRUCTION MANAGEMENT A WSMCT" CLIENT: JONES CONST PROJECT: JON 106- RG -CERT DATE: 10 FEBRUARY 2006 CITY OF ENCINITAS 505 South Vulcan Ave. Encinitas, CA. 92024 -3633 Attention: Mr. Mel Chappell, Construction Inspector Subject: Rough Grading Soil Certification for the project located at 2015 -2025 Cambridge Ave., Cardiff, CA. (APN: 260 - 391 -03) Gentlemen: Pursuant to the City of Encinitas requirements, the following letter is presented for the subject project. Rough grading for the subject project was completed on 27 January 2006. Based on our inspections and testing during grading and as depicted in our Wall Backfill Compaction Report dated 6 February 2006 and our Final Compaction Report dated 25 January 2006, it is our opinion that all engineered grading, from a soils engineering standpoint, have been completed in substantial conformance with the Approved Plans and Specifications, the Permit and the City of Encinitas Grading Ordinance. The site is adequate for its intended use. B & B Engineering, Inc., and Associates appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact us. _ %�'MssI Sincerely, �a NO, 38623 Exp. _ Stephen B. Peter Rce 38623 Expires 3/31/07 1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083 -5497 • 760 - 945 -3150 FAX 760 - 945 -4221 i n F EB 8 2004 ENGINEERIt ;- SERVICES CITY OF 11CINITAS D RAI NAG E STU DY FOR CAMBRIDGE AVENUE DUPLEX .2015 - 2025 CAMBRIDGE AVENUE ENCINITAS, CALIFORNIA APN: 260- 391 -03 rs 0. 90 m F .6/80/04 cip C�L�� PREPARED BY: SOWARDS AND BROWN ENGINEERING, INC. CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE, STE 103, CARDIFF, CA 92007 (760) 436 -8500 02 -044 2/10/04 � v �0. a. r f r y E g i N ' .t'.. qq Ar All A 1 071, i I JOB - ©� O �O N -S SOWARDS AND BROWN ENGINEERING SHEET NO. 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FULL r i TABLE 2 RUNOFF COEFFICIENTS (RATIONAL METHOD) DEVELOPED AREAS (URBAN) Land Use Coefficient C Soil Type 1 Residential: D Single Family .55 i j Multi -Units .70 Mobile Homes .65 Rural (lots greater than 1/2 acre) .45 l Commercial (2) 80% Impervious .85 Industrial (2) 90% Impervious - .95 NOTES: (1) Type D soil to be used for all areas. I (2) Where actual conditions deviate significant) from the tabu lated Y imperviousness values of 80% or 90 %, the values given for coefficient C, may be revised by multiplying 80% or 90% by the ratio, of actual - imperviousness to the tabulated imperviousness. However, in no case shall the -final coefficient be less than 0.50. For example: Consider commercial property on D soil. i` Actual imperviousness = 50% I i Tabulated imperviousness = 80% Revised C = 50 x 0.85 = 0.53 i l 1 8 2 f 1 • • • ' i t t ' A � t • • t s i t� 0 t i t s • O�� per•.. -r -... _.��- --._�_ �•: "AW I� �►� e.l�a■■■e. ..�atta - i ce_.■ per e— ee- eee -eeee� e�-ea � ee-•ee-- e��eeeee� :••ei■■-e ��� t�eee�eeee �/�iiii • ii�/.�.� i�� �Ii /� Ems: �i��e• ��r. rr► rtr� ■a��EWa .r■.. c WARM 4102 ��� a/ ��� ►a 01948 NO ENRON ON =Mm Room In M" ASS . ����.�� / ��ri /I�i ■III ■11 ■f ■...H. ■monk • �M� - ��� �'�J����Q��S iiiiiiiiiiiiiSii m ���r ./ ► �i /a /I�a�i�►:iIIIIII�11110■■■ ■ • s ' • ���/� II��II /I /�!�!i/1111111111�11/■ ■11■■ SSS ����' /S /I�� /�SI� /�1111111111�11� ■■■■ - MEN ONO -r –... -. -_cam: —o � == = . :.:: ::::: = = .v.– �_ s e ei_ -:-- -- - ■�e�e�ee�e■e. per`OrAnrmm ae�Z- a�e�ee■e�e�eeree�■�t ■ ::i. :■:■n .r :�. 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WA Priff � W.ltIirll ! ►11 �� /! � J •S��S�S� ■11 ■ ■11■■ ■SIN MISSION �I /!I / /1-// IA III /��������IIIIIIIIII ■ ■■�■1ONME / Ii ���� / ���/���_IIIIIIIIIIIII� ■ ■ ■■ III!! /II ■ll�ll � /!� /��� /���- 111111111 ■ ■ ■ ■®■ ■ ■�■ FA FA _- 1111111111 ■ ■1®■■■■■ . �� /I / / � / ���������1111111111111�■■■■ / i r// rl � r � /��������_IIIIIIIIIIIII�■ ■ ■ ■■ .. • SSSSSSS S: C��C����C�CC�SNINE .......,..�� ME OEM loom •••�••��• ••• �1111111111111 .■■■ • i9 URBAN- AREAS OV FLOW CU RVF'5 wo - �- -rte: — : _ _� __ - - -- .•... _ -- � r�'_ ' --�- — ;�' - • _L_ � - ^ —r ___ � _• - � Y -- t�� arm. si _ _�- _ --� 700 '- -+ _ - - - •-� ..._ -'— • n ' - ._ -_ � . �_.: f- .0 _ 7 I.6l1.1 - - = 600 __ ---- Use Form�lo For * - L =ij_�- - — '�;•: -':'- Distances in Excess:' : - =�- - - - -- go Of 800 Feet. 60 so BD - --- _ — -- - - - — lo ; - o I S—face Flow rj" C,,., EXAM PEE - - - - - - - -- j L-EN GTH of F Lo GUEFF I E-N•T o f ✓ N orF C_ = 7 i o V &-ZL -ACID 86. i zo �Kz G l J �_� � I :••� co CL un Ef CD C� CIO LQ trp CD •�Y - -�� '��• �C7� ) �f ' tT' . 117 . M b .,r,,., •� �� �"', `:v � � cam_; -� ' 117 . <.v� M p..-. L _ . l � �G ` r •''.( � � ^ fin`. v B ; I ^ t CD �. N w Ix a o W X < �. Z ° w S Cp z CL' >° In c / M ,a - R1 0 � -• O p U r-t O O� W dJ LIN A N _ - M — NC:c O ty-, _ N 0 U 1 O uj J Y, q 1 x o V N CL •r I Y - ° f NI Lj r L.7. kn cm `J Ca �� t--• ` .< o cis CD C'q CD CS vp cc CGw � C 7 N • ..� `— ^ � ' Q \�- \ / \tom .] �. mss: ---- � r ��� - : \ � • - � � _ v� �- ' C� , - • , •a-- O • t l+ ta cb • a V � � < x 0 0ur ( � O OZ d O O + lL z Z L1 - M 1 O O C) w p D c n }- Cl u - �'^ C :n �4 p «1 << LLI U 0 L L F w i z i. 4 u . a : ti 1'r f gip.. I , r �} G {, t F xi � � P VII 2-5 [ � I is fink � �Qj"�r Recording Requested By: ) THE ORIGINAL OF- THIS DOCUMENT WAS RECORDED CAN SEP 21, 2004 City Engineer ) DOCUMENT NUMBER 2004- 0895789 GREGORYJ. SMITH, COUNTY RECORDER When Recorded Mail to: ) SAN DIEGO COUNTY RECORDERS OFFICE City Clerk ) TIME: 3:45 PM City of Encinitas ) 505 South Vulcan Avenue ) Encinitas. CA 92024 ) SPAC PRIVATE STORM WATER TREATMENT MAINTENANCE AGREEMENT Assessor's Parcel No. 260- 391 -03 ProjectNo.: 02 -195 DR /CDP W.O. No.: 1537 -G THIS AGREEMENT for the periodic maintenance and repair of that certain private storm water treatment facilities, the legal description and /or plat of which is set forth in Exhibit "B" attached hereto and made a part hereof, is entered into by Cardiff Del Mar LLC, a California Limited Liability Company (hereinafter referred to as "Developer") for the benefit of future owners who will use the private storm water treatment facilities (hereinafter referred to as " owners "), which shall include the Developer to the extent the Developer retains any ownership interest in any land covered by this agreement. WHEREAS, this Agreement is required as a condition .of approval by the City of Encinitas of Grading Permit 1537 -G; and WHEREAS, Developer is the owner of certain real property described in Exhibit "A" that will use and I enjoy the benefit of said storm water treatment facilities(s) (Said real property is hereinafter referred to as the "property"); and WHEREAS, it is the desire of the Developer that said private storm water treatment system be maintained in a safe and usable condition by the owners; and WHEREAS it is the desire of the Developer to establish a method for the periodic maintenance and repair of said private storm water treatment facilities and for the apportionment of the expense of such maintenance and repair among existing and future owners; and WHEREAS, there exists a benefit to the public the private storm water facilities be adequately maintained on a regular and periodic basis; and WHEREAS, it is the intention of the Developer that this Agreement constitute a covenant running with the land, binding upon each successive owner of all or any portion of the property. +� NOW THEREFORE, IT IS HEREBY AGREED AS FOLLOWS: , 1. The property is benefited by this Agreement, and present and successive owners of all or any portion of the property are expressly bound hereby for the benefit of the land. 2. The cost and expense of maintaining the private storm water treatment facilities shall be paid by the owner of the heirs, assigns and successors in interest of each such owner. 3. In the event any of the herein described parcels of land are subdivided further, the owners, heirs, assigns and successors in interest of each such newly created parcel shall be liable under I l f this Agreement for their then pro rata share of expenses and such pro rata shares of expenses shall be computed to reflect such newly created parcels. 4. The repairs and maintenance to be performed under this Agreement shall be limited to the following: reasonable and improvements and maintenance work to adequately maintain said private storm water treatment facilities to permit access to said facilities. Repairs and maintenance under this Agreement shall include, but are not limited to, repairing access roadbeds, repairing and maintaining drainage structures, removing debris, if any, and other work reasonably necessary and proper to repair and preserve the private storm water treatment facilities for their intended purposes. 5 If there is a covenant, agreement, or other obligation imposed as a condition of the development, the obligation to repair and maintain the private storm water treatment facilities as herein set forth shall commence when improvements have been completed and approved by the City. 6. Any extraordinary repair_ required to correct damage to said storm water treatment facilities that results from action taken or contracted for by the owners or their successors in interest shall be paid for by the party taking action or party contracting for work which caused the necessity for the extraordinary repair. The repair shall be such as to restore the storm water treatment facilities to the condition existing prior to said damage. 7. Any liability of the owners for personal injury to an agent hereunder, or to any worker employed to make repairs or provide maintenance under this Agreement, or to third persons, as well as any liability of the owners for damage to the property of agent, or any such worker, or of any third persons, as a result of or arising out of repairs and maintenance under this Agreement, shall be borne, by the owners as they bear the costs and expenses of such repairs and maintenance. Owners shall be responsible for and maintain their own insurance, if any. By this Agreement, the Developer does not intend to provide for the sharing of liability with respect to personal injury or property damage other than that attributable to the repairs and maintenance undertaken under this Agreement. I i I 8. Owners shall jointly and severally defend and indemnify and hold harmless City, City's engineer and its consultants and each of its officials, directors, officers, agents and employees from and I agai -nst alb liability, claims, damages, losses, expenses, personal injury and other costs, including costs of defense and attorney's fees, to the agent hereunder or to any owner, any contractor, any subcontractor, any user of the storm water treatment facilities, or to any other third persons arising out of or in any way related to the use of, repair or maintenance of, or the failure to repair or maintain the private storm water treatment facilities. Nothing in the Agreement, the specifications or other contract documents or City's approval of the plans and specifications or inspection of the work is intended to include a review, inspection acknowledgement of a responsibility for any such matter, and City, City's engineer and its consultants, and each of its officials, directors, officers, employees and agents, shall have no responsibility or liability therefore. 1 11. The foregoing covenants shall run with the land and shall be deemed to be for the benefit of the land of the owners and each and every person who shall at anytime own all or any portion of the property referred to herein. 12. It is understood and agreed that the covenants herein contained shall be binding on the heirs, executors, administrators, successors, and assignees of each of the owners. 13. It is the purpose of the signatories hereto that this instrument be recorded to the end and intent that the obligation hereby created shall be and constitute a covenant running with the land and any subsequent purchaser of all or any portion thereof, by acceptance of delivery of a deed and /or conveyance regardless of form, shall be deemed to have consented to and become bound by these presents, including without limitation, the right of any person_ entitled to enforce the terms of this Agreement to i 2 institute legal action as provided in Paragraph 8 hereof, such remedy to be cumulative and in addition to other remedies provided in this Agreement and to all other remedies at law or in equity. 14. The terms of this Agreement may be amended in writing upon majority approval of the owners and consent of the City. 15. This Agreement shall be governed by the laws of the State of California. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, the validity, and enforceability of the remaining provisions shall not be affected thereby. 16. If the Property constitutes a "Common Interest Development" as defined in California Civil Code Section 1351(c) which will include membership in or ownership of an "Association" as defined in California Civil Code Section 1351(a), anything in this Agreement to the contrary notwithstanding, the following provisions shall apply at and during such time as (i) the Property is encumbered by a "Declaration" (as defined in California Civil Code Section 1351(h), and (ii) the Common Area of the property (including the private storm water treatment facilities) is managed and controlled by an Association: . (a) The Association, through its Board of Directors, shall repair and maintain the private storm water treatment facilities and shall be deemed the "agent' as referred to in Paragraph 7 above. The Association, which shall not be replaced except by amendment to the Declaration, shall receive no compensation for performing such duties. The costs of such maintenance and repair shall be assessed against each owner and his subdivision interest in the Property pursuant to the Declaration. The assessments shall be deposited in the Association's- corporate account. (b) The provisions in the Declaration which provide for assessment liens in favor of the Association and enforcement thereof shall supersede Paragraph 8 of the Agreement in its entirety. No individual owners shall have the right to alter, maintain or repair any of the Common Area (as defined in California Civil Code Section 1351(b) in the Property except as may be allowed by the Declaration. I (c) This Agreement shall not be interpreted in any manner, which reduces or limits the f Association's rights and duties pursuant to its Bylaws and Declaration. I j- IN WITNESS WHEREOF, the parties have executed this Agreement This 3�3 day of 2004. Dev "I per: � � i S es Date Cardiff Del Mar, L C Ills Signature of DEVELOPER must be notarized. Attach the appropriate acknowledgement. s 3 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California ss. County of SAA/ PJZ5CO On — x003 7J 70 ; before me, a T - . 0 / �o / / kt-4 r— Da C Name and Title of Officer (e.g., "Jae Doe, Notary Public ") ( personally appeared Q[J. -. anLS Name(s) of Signer(s) ❑ personally known to me � roved to me on the basis of satisfactory _ evidence 1, di f• Dn UlY3 to be the person() whose name() is /aye- � subscribed to the within instrument and OFFICIAL SEAS: acknowledged to me that he/ehe4hey executed JOYE DAWN CATO (b r NOTARY PUBLIC•CALIFORNIA� the same in hisHherH+leir authorized E COMM. NO. 1460695 capacity(+@&), and that by his /_ it lai% ; ( SAN DIEGO COUNTY signatureA on the instrument the person(p), or MY COMM. EXP. JAN. 6, 2008 the entity upon behalf of which the person(g) acted, executed the instrument. ` i WITNESS my hand and ial seal. Signature of Notary Public i I I 1 OPTIONAL I Though the information below is not required by law, it may prove valuable to persons rel ' on the document and could prevent ( fraudulent removal and reattachment of this form to ano r document. i Description of Attached Document Title or Type of Document: r 1 Document Date: Number of Pages: I I I Signer(s) Other Than Named Abo I Capacity(ies) Clai by Signer 1 ( Signer's Name: ❑ Indlvld Top of thumb here I I ❑ 'Corp ate Officer — Title(s): ( ❑ P ner — ❑ Limited ❑ General ❑ torney -in -Fact ❑ ustee ❑ Guardian or Conservator ❑ Other: f Signer Is Representing: © 1999 National Notary Association • 9350 De Soto Ave., P Box 2402 • Chatsworth, CA 91313 -2402 • www.nationalnotary.org J Prod. No. 5907 Reorder: Call Toll -Free 1- 800 -876 -6827 I EXHIBIT `A': LEGAL DESCRIPTION OF REAL PROPERTY APN 260- 391 -03 2015 -2025 CAMBRIDGE AVENUE LOTS 43 AND 44 IN BLOCK 39 OF CARDIFF 'A' IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, ACCORDING TO MAP THEREOF NO. 1334, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 12, 1911. I AND I • 2 O o. 406 ;t 9/ 3 01 0 4 C �LIFOR�� A i t y 1 i i I i THE ORIGINAL OF THIS DOCUMENT WAS RECORDED ON SEP 14, 2004 DOCUMENT NUMBER 2004 - 0874472 GREGORY,) SMITH, COUNTY RECORDER Recording Requested by: ) SAN DIEGO COUNTY RECORDER'S OFFICE City Engineer ) TIME: 4:01 PM When Recorded Mail To: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) SPACE ABOVE FOR RECORDS COVENANT REGARDING REAL PROPERTY S �. WAIVER OF PROTEST TO ASSESSMENTS Assessor's Parcel Work Order 1537 -G Number: 260- 391 -03 Project 02 -195 DR/CDP I A. Cardiff Del Mar, LLC, a California Limited Liability Company ( "OWNER" hereinafter) is the owner of real property ("PROPERTY" hereinafter) and which is legally described as follows: See Attachment "A" which is attached hereto and made a part hereof. i B. In consideration of 02 -195 DR/CDP, OWNER hereby covenants and agrees for the benefit of CITY, to do the following: 1 No protest shall be made by the owners to any proceedings for the installation or acquisition of street improvements, including undergrounding of utility lines, under any special assessment 1911 or the Municipal Improvement Act of 1913, or any other applicable state or local law, and whether processed by the City of Encinitas or any other governmental entity having jurisdiction in the matter and for the purposes of determining property owners support for same. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrancers, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. OWNER agrees that OWNER's duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant. 1 E. If either party is required to incurs costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorney's fees, from the other party. F. Failure of the OWNER to comply with the terms of this Covenant shall constitute consent to the filing l by CITY of a Notice of Violation of Covenant. G. Upon OWNER's satisfaction of OWNER's duties and obligations contained herein, OWNER may request and CITY shall execute a "Satisfaction of Covenant ". H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant, the right to enforce this Covenant against OWNER. 1 i i i i ACCEPTED AND AGREED: -30- Steve Jones Date Cardiff Del Mar, LLC (Notarization of OWNER signature is attached) T EN N Dated , by (Notarizati n not required) Peter Cota - Robles, Director of Engineering Services 0 i a 1 1 i I i CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT I�I k�i State of California 1 f . ss. County of 619x/ A t ai I Jc�t.) 3D as04 Jo .e _DAton �� nr pt. �� On N before me, O I;L Date Name Tie o Title Officer (e "Jane e, Notary Public ") O ame an .g., I I( � personally appeared �(�� Or)P.S Name(s) of Signer(s) ❑ ersonally known to me � roved tp me on the basis of satisfactory evidence �� t• 0. 15 Zl/C to be the person whose name(A) is /are• subscribed to the within instrument and ' acknowledged to me that heA&4eA*ep-executed O OFFICIAL SEAL' the same in his /� r A4 authorized JOYS DAWN CATO capacity(es�, and that by his / &4t„e4— E NOTARY PUBLIG CALIFORNIA °° si nature($) on the instrument the P erson ($), or E COMM. NO. T460695 - 9 SA DIEGO COUNTY the entity upon behalf of which the person(�j MY COMM. �XP. JAN. fi, 2008 acted, executed the instrument. I a ? WITNESS my hand and official seal., <' Signature of Notary Public f'> OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and event i c fraudulent removal and reattachment of this form to another document. t�I Descripti n of Attached Document is i Title or Type of Documen I Document Date: Number of Pages: i Signer(s) Other Than Named Above: Ic Capacity(ies) Claimed Signer l I ` Signer's Name: _ 1 ❑ Individual Top of thumb here ❑ Corporate icer — Title(s): ❑ Partner ❑ Limited ❑ General ) ( ❑ Attorney in -Fact ❑ Trustee ❑ Guardian or Conservator I�. ❑ Other: I I . Signer Is Representing: h © 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 • www.nationalnotary.org Prod. No. 5907 Reorder: Call Toll -Free 1- 800876 -6827 I ATTACHMENT'A' LEGAL DESCRIPTION OF REAL PROPERTY APN 260 - 391 -03 LOTS 43 AND 44 IN BLOCK 39 OF CARDIFF 'A' IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, ACCORDING TO MAP THEREOF NO. 1334, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 12, 1911. I I LAN SU U 406 'd 93010 �AI-IFOR� i I I , i