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2004-9054 G/PE A. City ONGINEERING SER VICES DEPARTMENT Encinitas Capital Improvement Projects District Support Services Field Operations Sand Rep leni shment/Stormwater Compliance Subdivision Engineering Traffic Engineering December 21, 2006 Downey Savings 485 Santa Fe Drive Encinitas, California 92024 RE: Laura Reindel 93 Sunset Drive APN 256-420-20 Grading permit 9054-G Partial release of security deposit Permit 9054-G authorized earthwork, storm drainage, site retaining wall, and erosion control, all as necessary to build the described project. The Field Operations Division has finaled the project. Therefore, a release in the remaining security deposited is merited. Assignment of Account 1102038005, (in the original amount of$6,961.40), reduced by 75% to $1,740.35, is hereby released in entirety. The document original is enclosed. Should you have any questions or concerns,please contact Debra Geishart at (760) 633- 2779 or in writing, attention this Department. Sincerely, Debra Geishart J y Le bach Engineering Technician inance Manager Subdivision Engineering Financial Services CC Jay Lembach,Finance Manager Laura Reindel Debra Geishart File Enc. TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 recycled paper city Of NGINEERING SER VICES DEPARTMENT EY initas Capital Improvement Projects District Support Services Field Operations Sand Replenishment/Stormwater Compliance Subdivision Engineering Traffic Engineering December 21, 2006 Attn: INSCO Insurance Services, Inc 17780 Fitch Suite 200 Irvine, California 92614 RE: Reindel, Laura 93 Sunset Drive APN 256-420-20 Grading Permit 9054-G Final release of security Permit 9054-G authorized earthwork, storm drainage, single driveway, and erosion control, all needed to build the described project. The Field Operations Division has finaled the project. Therefore, a release in the remaining security deposit is merited. Performance Bond 725240S, (in the original amount of$27,845.60), reduced by 75% to $6,961.40, is hereby released in entirety. The document original is enclosed. Should you have any questions or concerns, please contact Debra Geishart at (760) 633- 2779 or in writing, attention this Department. Sincerely, Debra Geisha J Le bach Engineering Technician Le Manager Subdivision Engineering Financial Services CC Jay Lembach,Finance Manager Reindel,Laura Debra Geishart File Enc. TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 recycled paper C t O ENGINEERING SERVICES DEPARTMENT y Encinitas Capital Improvement Projects District Support Services Field Operations Sand Replenishment/Stormwater Compliance Subdivision Engineering Traffic Engineering August 3, 2006 Attn: INSCO Insurance Services, Inc 17780 Fitch Suite 200 Irvine, California 92614 RE: Reindel, Laura 93 Sunset Drive APN 256-420-20 Grading Permit 9054-G Partial release of security Permit 9054-G authorized earthwork, storm drainage, single driveway, and erosion control, all needed to build the described project. The Field Operations Division has approved the rough grading. Therefore, a reduction in the security deposit is merited. Performance Bond 7252405, in the amount of$27,845.60, may be reduced by 75% to $6,961.40. The document original will be kept until such time it is fully exonerated. The retention and a separate assignment guarantee completion of finish grading. Should you have any questions or concerns, please contact Debra Geishart at (760) 633- 2779 or in writing, attention this Department. Sincerely, '1 Debra Geishart 'Finance L bach Engineering Technician Finance Manager Subdivision Engineering Financial Services CC Jay Lembach,Finance Manager Reindel,Laura Debra Geishart File TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 AID. recycled paper s � City( NGINEERING SER VICES DEPARTMENT Encinitas Capital Improvement Projects District Support Services Field Operations Sand Replenishment/Stormwater Compliance Subdivision Engineering Traffic Engineering August 3, 2006 Downey Savings 485 Santa Fe Drive Encinitas, California 92024 RE: Laura Reindel 93 Sunset Drive APN 256-420-20��/ _ Grading permit 4-U �i�J�� Partial release of security deposit Permit 93-G authorized earthwork, storm drainage, site retaining wall, and erosion control, all as necessary to build the described project. The Field Operations Division has approved the rough grading. Therefore, a reduction in the security deposited is merited. Assignment of Account 1102038005, in the amount of$6,961.40, may be reduced by 75% to $1,740.35. The document original will be kept until such time it is fully exonerated. The retention and a separate assignment guarantee completion of finish grading. Should you have any questions or concerns, please contact Debra Geishart at (760) 633- 2779 or in writing, attention this Department. Sincerely, OX" Debra Geisha Lembach Engineering Technician Finance Manager Subdivision Engineering Financial Services cc Jay Lembach,Finance Manager Laura Reindel Debra Geishart File TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 recycled paper Recording Requested By: L JC # 2005-0255063 �P IIII 11111111111111111111111111111 City ofEncuutas 111111111111111111111111111111111 IN MAR 29, 2005 3:47 PM When Recorded Mail to: ) I (( OFFICIAL RECORDS V SAN DIEGO COUNTY RECORDER'S OFFICE City Clerk j _ + GREGORY J.SMITH,COUNTY RECORDER City of Encinitas t/.�N FEES: 0.00 WAYS: 505 South Vulcan Avenue ) PAGES N7 Encinitas, CA 92024 ) illlililllllullllllli loll Pill ullllililulillllllilllllllll fill llllllilllui FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY EASEMENT FOR CITY HIGHWAY DOCUMENTARY TRANSFER TAX$ Assessor's Parcel No. 256-420-20 Project No.: 04-036 CDP 9054-G Laura B. Reindel, Trustee of the Laura B Reindel Living Trust hereinafter called GRANTOR(S), do(es)hereby grant, convey and dedicate to the City of Encinitas, State of California, hereinafter called GRANTEE,the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor hereby further grants to the Grantee all trees, growths, (growing or that may hereafter grow), and road building materials within said right-of-way, including the right to take water, together with the right to use the same in such a manner and at such locations as said Grantee may deem proper, needful, or necessary, in the construction, reconstruction, improvement, or maintenance of said highway. grant.hwy 4-16-1999 jlr 1 ~^ . � ' 10329 �� / �� When Recorded Mail Document . �� P 0�� and Tax Statement To: Laura Reindel [FFTCT�� RECORDS 93 Sunset Dr. ��N LOUNTY RECORDER'S OFF�� Encinitas CA 92024 ��[��Y �. SMTT�` 1C.00,110TY ��C��R FLELLH: �01,001 01": .61"INF , 11111�0� � � �� 11111111111111111111111111111111111111111111111� ` SPACE w ~u^ ,,^"""""S USE QUITCLAIM DEED The undersigned 0rantor(a) declare(s) Documentary transfer tax is City Tax in $ [ ] computed nn full va'|uoof property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ ] Unincorporated Area City of Encinitas FOR A VALUABLE CONSIDERATION, receipt of which ia hereby acknowledged, Laura Rminds|' an unmarried women hereby ronnioea' releases and quitclaims to Laura B. Reinde|' Trustee of the Laura B. Rminde| Living Trust the following described real property in the City of County of San Diego, State of California: Legal description as per exhibit "0 flpa DATED: August 11, 2003 STATE OF CALIFORNIA - Laura Reindel COUNTY OF Zttn 0 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose //un'e(a and "c,^.uw/eu the same mn dcapacity(icm)' and that by hi ir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Son DMW County Witness hand and ffi Signature I MAIL TAX STATEMENTS AS DIRECTED ABOVE FD-1 3F (Rev 9/94) QUITCLAIM DEED 22283 Order No. 03-1700752 EXHIBIT "ONE" Lot 1 of Austin Tract, in the City of Encinitas, County of San Diego, State of California, according to Map thereof No. 2174, filed in the Office of the County Recorder of San Diego County, November 7, 1929. Excepting Therefrom the Easterly 100 feet thereof. Assessors Parcel No. 256-420-20 2 PREPARED BY AND WHEN RECORDED MAIL TO: OPTION ONE MORTGAGE CORPORATION P.O. BOX 57096 IRVINE, CA 92619-7096 ATTN: QUALITY CONTROL Loan Number: 511026668 Servicing Number: 001164342-6 [Space Above This Line For Recording Data] DEED OF TRUST THIS DEED OF TRUST ("Security Instrument") is made on August 25, 2003 The trustor is LAURA REINDEL AN UNMARRIED WOMAN ("Borrower"). The trustee is PREMIER TRUST DEED SERVICES, INC. ("Trustee"). The beneficiary is Option One Mortgage Corporation, a California Corporation which is organized and existing under the laws of CALIFORNIA , and whose address is 3 Ada, Irvine, CA 92618 ("Lender"). Borrower owes Lender the principal sum of THREE HUNDRED SIXTY SEVEN THOUSAND FIVE HUNDRED DOLLARS NO CENTS . . .AND NO/100THs Dollars (U.S. $367, 500.00 ). This debt is evidenced by Borrower's note dated the same date as this Security Instrument ("Note"), which provides for monthly payments, with the full debt, if not paid earlier, due and payable on September 01, 2033 This Security Instrument secures to Lender: (a) the repayment of the debt evidenced by the Note, with interest, and all renewals, extensions and modifications of the Note; (b) the payment of all other sums, with interest, advanced under paragraph 7 to protect the security of this Security Instrument; and (c) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in San Diego County, California: 256-420-20-00 LOT 1 OF AUSTIN TRACT, IN THE CITY ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEROEFNO. 2174, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 7, 1929. which has the address of 93 SUNSET DR, ENCINITAS (Street, City) California 92024-2636 ("Property Address"); (Zip Code) CALIFORNIA-Single Family r Page 1 of 8 CAD10011(10-07-98) 1066-5 DOC # 2003-1238606 Recording Requested By: OCT 08 , 2003 11 : 22 AM Chase Manhattan Mortgage Corporation 10790 RANCHO BERNARDO RD OFFICIO RECORDS SAN DIEGO, CA 92127 SAN DIEGO COUNTY RECORDER'S OFFICE When Recorded Return To: GREGORY J. SNITH, COUNTY RECORDER Current Trustor: FEES: 9.00 LAURA B. REINDEL 93 SUNSET DR ENCINITAS, CA 920242632 IIIIII�IIIIIIIIIIIII�IIIIIIIIIIIIIIII�IIIIIII��IIIIIIII�IIIIIIII�II 2 -1236.106 I� FULL RECONVEYANCE Paid Accounts Department#:14283526'REINDEL" Lender ID:447/1157086157 San Diego,California CHASE MANHATTAN MORTGAGE CORPORATION as present Trustee for the Deed of Trust executed by LAURA B. REINDEL,AN UNMARRIED WOMAN as Trustor(s), Dated: 07/14/2000 Recorded: 07/25/2000 as Instrument No.: 2000-0392566 of official Records in the office of the County Recorder of San Diego, California having been requested in writing, by the holder of the obligations secured by said Deed of Trust,to reconvey the estate granted to trustee under said Deed of Trust, does hereby reconvey to the person or persons legally entitled thereto,without warranty, all the estate,title and interest acquired by Trustee under said Deed of Trust. IN WITNESS WHEREOF, CHASE MANHATTAN MORTGAGE CORPORATION as the Trustee has caused its corporate name to be affixed by a duly authorized officer on the date shown in the acknowledgment certificate below: On September 26th, 2003 By: CHASE MANHATTAN MORTGAGE CORPORATION as Trustee RICHARD LEWIS—, RECONVEYANCE LEAD STATE OF California COUNTY OF San Diego ON September 26th,2003, before me, GABRIEL RICO, a Notary Public in and for San Diego County, in the State of California, personally appeared RICHARD LEWIS, RECONVEYANCE LEAD, personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, and that by his/her/their signature on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument.WITNESS my hand and official seal, WIT eal, GABRtEI RICO _ Commission if 1361426 GABRIEL RICO Notary Publc-Cal fornin San Diego County Notary Expires: 06/17/2006 #1361426 My Comm Eores Jun 17 2006 is area for notarial seal) 'NTB'NGOC BARKER'09/26/2003 03:31:42 PM'CHCA0ICHCA0000000000000000039102'CASAN D'14283626 CASTATE TRUST REL' HOC # 2003-1238605 10664 OCT 09 , 2003 11 : 22 "M Recording Requested By: Chase Manhattan Mortgage Corporation OFFICIAL RECORDS 10790 RANCHO BERNARDO RD SAN DIEGO ( tTY RECORDER'S OFFICE SAN DIEGO, CA 92127 GEM J. SMITH, COUNTY RECORDER When Recorded Return To: FEES: 7.00 Current Trustor: LAURA B. REINDEL 93 SUNSET DR ENCINITAS, CA 920242632 II'IIIIIIIIIII I��IIIIII II1�I III1IIIIIIIIIIIIII1IIIIIIIIIIIIIIIIII 2003-1238605 t� SUBSTITUTION OF TRUSTEE Paid Accounts Department#:14283626'REINDEL" Lender 10:447/1157086157 San Diego, California WHEREAS,the undersigned is the present Beneficiary under the Deed of Trust described below as follows: Original Trustor: LAURA B. REINDEL,AN UNMARRIED WOMAN Original Beneficiary: LIFE BANK Original Trustee: COMMONWEALTH LAND TITLE Dated: 07/14/2000 Recorded: 07/252000 as Instrument No.: 2000-0392566 in the County of San Diego and State of California. AND WHEREAS,the undersigned desires to substitute a different Trustee for the purpose of reconveying said Deed of TRUST; NOW THEREFORE the undersigned hereby substitutes CHASE MANHATTAN MORTGAGE CORPORATION as Trustee under said Deed of Trust. On September 26th 3 C TGA OLDINGS, INC. TELMA RUIZ,As ' ant Secret: S alifornia COUNTY OF San Diego ON September 26th, 2003, before me, GABRIEL RICO, a Notary Public in and for San Diego County, in the State of California, personally appeared TELMA RUIZ, Assistant Secretary, personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, and that by his/her/their signature on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument.WITNESS my hand and official seal, WITNE fficial seal, 1 • GABRIEL RICO Commission#1361426 GABRIEL RICO ,�; Notary Public-California Notary Expires: 06/17/2006 #1361426 San Diego County *Comm.Expkm Jun 17.E This area for notarial seal) 'NTB'NGOC BARKER'09P2612003 03:31:42 PM'CHCAOICHCA000OOOOODDOGOO00039102'CASAN D'14283626 CASTATE TRUST SUB' I HE OF THIS DOCUMENT RECORDING REQUESTED BY AND, ) WAS RECORDED ON NOV 0e.2004 WHEN RECORDED MAIL TO: ) DoC,UMEN T NUMBER 2004-1065261 F EGOR7'J r,MITH COUNTY RECORDER -1;nJ r IEG(,)COUN-T'( RECORDER'S OFFICE TIME. 3.38 PM CITY CLERK ) CITY OF ENCINITAS ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT ENCROACHMENT PERMIT NO. gp5y - PE A.P.N.: 25io - y2o - Zo As encroachment permit is hereby granted to the Permittee designated in paragraph one, Attachment "A;" as the owner of the Benefited Property described in paragraph two, Attachment "A," to encroach upon City Property described in paragraph three, Attachment "A," as detailed in the diagram, Attachment "B." Attachments "A" and "B" are hereby incorporated herein by this reference as though fully set forth at length. In consideration of the issuance of this encroachment permit, Permittee hereby covenants and agrees, for the benefit of the City, as follows: 1 . This covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumberancers, successors, heirs, personal representatives, transferees, and assigns of the respective parties. 2 . Permittee shall use and occupy the City Property only in the manner and for the purposes described in paragraph four, Attachment "A." 3. By accepting the benefits herein, Permittee acknowledges title to the City Property to be in the City and waives all right to contest that title. 4 . The term of the encroachment permit is indefinite and may be revoked by the City and abandoned by Permittee at any time. The city shall mail written notice of revocation to Permittee, addressed to the Benefitted Property which shall set forth the date upon which the benefits of encroachment permit are to cease. 5. City is entitled to remove all or a portion of the improvements constructed by Permittee in order to repair, replace, or install public improvements. City shall have no obligation to pay for or restore Permittee' s improvements. 6. Permittee agrees to indemnify and hold the City harmless from and against all claims, demands, costs, losses, damages, injuries, litigation, and liability arising out of or related to the use, construction, encroachment or maintenance to be done by the Permittee or Perm-- tee' s agents, employees or contractors on City Property. r . Ui:= a andonment , revocation or completion, Permittee shall, at no cost to, the C�tv, return City Property to its pre-permit CCndition within the time Epec-i1cc ..!';e rnotJLce CF revocatIc, c_ r1c_ t0 t:,e Cale of abandonment . Encroachment Maintenance Permit.doc 8. If Permittee fails to restore the City Property, the City shall have the right to enter upon the City Property, after notice to the Permittee, delivered at the Benefitted Property, and restore the City Property to its pre-permit condition to include the removal and destruction of any improvements and Permittee agrees to reimburse the city for the costs incurred. 9. If either party is required to incur costs to enforce the provisions of this convenant, the prevailing party shall be entitled to full reimbursement for all costs, including reasonable attorney' s fees. 10. Permittee shall agree that Permittee' s duties and obligations under this convenant are a lien upon the Benefitted Property. Upon 30-day notice, and an opportunity to respond, the City may add to the tax bill of the Benefitted Property any past due financial obligation owing to city by way of this convenant. 11 . Permittee waives the right to assert any claim or action against the City arising out of or resulting from the revocation of this permit or the removal of any improvements or any other action by the City, its officers, agents, or employees taken in a non-negligent manner, in accordance with the terms of the permit . 12 . Permittee recognizes and understands that the permit may create a possessory interest subject to property taxation and that the permitee may be subject to the payment of property taxes levied on such interest. 13. As a condition precedent to Permittee' s right to go upon the City Property, the agreement must first be singed by the Permittee, notarized, executed by the City and recorded with the County Recorder of the County of San Diego. The recording fee shall be paid by Permittee. AP roved and issued by the City of Encinitas, California, this 3y dsy of 200y. AGREED AND ACCEPTED: PERMITTEE Dated Dated �f 04 (Notari`zation of PERMITTEE signafure is attached) City of En "ni --NOTARIZATION NOT REQUIRED-- Encroachment Maintenance Permit.doc CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CSI i horn iGt County of San I Q•a► b On �nefieM b>'r 30, ouH before me, Date Narne and Title of Officer(e.g.,"Janetioe,Notary Public") personally appeared (�1rA F. kei ndCl Names)of Signers) personally known to me–OR–❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s Is are subscribed tot a within instrument and acknow d to me that he he hey executed the MICHELLE C.WAGNER sam in hi her their authorized ca city(ies),and that by ' COMM.81380387 m hi a their signature(s)on the instrument the person(s), .- Notary Public-CalNamia CA W = .°, SAN DIEGO COUNTY =► or entity upon behalf of which the person(s) acted, My Comm.Exp.Nov 15,2006 executed the instrument. WITNESS my hand and official seal. A-iLw-W G W qir-a Signature of Not Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached ^Dfocum,'e"nt �/►,� e. Titie or Type of Document: (Ae �� m�� NVA*1 n+et%&f1Ce 4 VA, Document Date: 5e& em 1040 �;a I Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: l* Individual ❑ Individual ❑ Corporate Officer ❑ Corporate Officer Title(s): Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorney-in-Fact ❑ Attorney-in-Fact ❑ Trustee ❑ Trustee _ ❑ Guardian or Conservator I;-° ❑ Guardian or Conservator Me]2W1 ❑ Other: Top of thumb here ❑ Other: Top of thumb here Signer Is Representing: Signer Is Representing: C 1994 National Notary Association•13236 Remmet Ave.,PO.Box 7184—Canoga Park.CA 91309-7184 Prod No.5907 Reorder.Call Toll-Free 1-800-876-6827 ATTACHMENT "A" TO COVENANT REGARDING ENCROACHMENT PERMIT No. o S t4 - Pe Permittee Laura B. Reindel, Trustee of the Laura B. Reindel Living Trust Benefitted Property A portion of Lot 1 of Map No. 2174 City Property Portion of the easterly right-of-way of Sunset Street approximately 100 north of Vulcan Avenue. Pumose For driveway and drainage purposes 73 L.F. ENCROACHMENT OF 6" I PIPE INTO RIGHT-OF-W Y I ENCROACHMENT OF 0 CRETE I d I DRI"AY ° d� d d da d d I 3 a d p d . I 4 p I 20.0' W I 20.0' ENCROACHMENT OF U FBLOCK pF PORTION OF DRIVEW Y ENCROACHMENT OF 6" Pk PIPE INTO RIGHT-OF-WA ui a 3. o I Q . ° A)� U ALL POP-OUT JO ( 10. I I pd d ° I VE EXISTING REE 3 � I I I \ �6' N I \ I GRAPHIC SCALE Go 10 0 5 10 20 00 1 \ 1 inch - 10 ft ATTACHMENT " B" DETAIL OF ENCROACHMENT IN SUNSET STREET ID�- Recording Requested By: ) City of Encinitas ) 11i;=ORIGINAL OF THIS DOCUMENT `,"vAS RECORDED ON MAR 29.2005 iXJCUMENT NUMBER 2005-0255063 When Recorded Mail to: SMITH COUNTY RECORDER City Clerk sAN DIEGO cc)UNTY REC(-)RDER"-OFFICE City of Encinitas ) TIME 3 47 PM 505 South Vulcan Avenue ) Encinitas, CA 92024 ) FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY EASEMENT FOR CITY HIGHWAY Assessor's Parcel No. 256-420-20 Project No.: 04-036 CDP 9054-G Laura B. Reindel, Trustee of the Laura B Reindel Living Trust hereinafter called GRANTOR(S), do(es)hereby grant, convey and dedicate to the City of Encinitas, State of California,hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor hereby further grants to the Grantee all trees, growths, (growing or that may hereafter grow), and road building materials within said right-of-way, including the right to take water, together with the right to use the same in such a manner and at such locations as said Grantee may deem proper, needful, or necessary, in the construction, reconstruction, improvement, or maintenance of said highway. grant.hwy 4-16-1999 jlr 1 The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's dedicated property conveyed by reason of the location, construction, landscaping or maintenance of said highway. r-d Dated this day of WOV ' , 2004 Laura B. Reindel, Date Trustee of the Laura B. Reindel Living Trust Signature of Owners to be notarized Attach the appropriate acknowled ments This is to certify that the interest in real property conveyed by deed or grant to the City of Encinitas, a Municipal Corporation, is hereby accepted by the undersigned agent on behalf of the City Council of the City of Encinitas pursuant to authority conferred by Resolution of the City Council of the City of Encinitas adopted on November 9, 1994 and the grantee consents to recordation thereof by its duly authorized officer. Dated: ;a By: Peter Cota-Robles Director of Engineering Services City of Encinitas grant.hwy 4-16-1999 jlr 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT i State of California /-�� ,,�, ss. Lit County of �?� "�-"'X'� / T �Z. `: .: .� �nC``� `1 /02,.�l (: �/�4JZ'C ' T �`�t.�t;r On , before me, Date Name and Title of Officer(e g.. 'Jane Doe.Notary Public''i T personally appeared 4-- of Signer(s) T� personally known to me `}proved to me on the basis of satisfactory Th evidence h to be the person(s) whose name(s)riilare RANDA G. MILLJOUR subscribed to the within instrument and Cwj*4on#138920S acknowledged to me that /sheyth ey executed mow'PuM-Californis i e rr authorized h > San Diego County the same in h #,My Comrni>rsion Exp.Jan.6,2007 capacity(ies), and that by hi her their •-•• •••••• signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) r acted, executed the instrument. r WITNESS my hand and official seal. ? ( Place Notary Seal Above S, Lure of Notary Public ( OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document h and could prevent fraudulent removal and reattachment of this form to another document. �I Description of Attached Doc ent S Title or Type of Document: i Document Date: / 5 yl Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: L d( "f l v� ❑ Individual Too of thumb here Corporate Officer—Title(s): Partner— Limited General ^� Attorney in Fact Trustee Guardian or Conservator Other: Signer Is Representing: 'J 1997 National Notar;A;soaaticn-9350 De Solo Ave PO Box 2402•Chatsworth.CA 91313-2402 Prod_No 5907 Reorder Cali Toll-Free 1-800-876-6227 EXHIBIT "A" RIGHT-OF-WAY DEDICATION THE WESTERLY 10 FEET OF A PORTION OF LOT 1 OF MAP NO. 2174, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. RECORDED ON NOVEMBER 7, 1929 AS DOCUMENT NO. 64254 OF OFFICIAL RECORDS. AS SHOWN ON ATTACHMENT `B" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. Q�OFESSlpy S Ch,L`!F2 w o.33530 Expires F U(Ial� I ' I I j\jJ P No, 2100 I L J r -C' I I N89'54'16"E 141.65' —��-- I Ico 0 I � 0.0' I 20.0' I I � I � I I co - .�� I I Flo o co Z°I Z of w 1 J co o.o' a\ CT\ N89'55'06"E 130.70' N l GRAPHIC SCALE r�� r) 20 0 10 20 40 �) j QaoFESSbNq. sc.,, ( IN FEET ) o. 3530 1 inch = 20 !t E pi clvI ATTACHMENT " B " �' F OF C ►1 ftblok DETAIL OF 10—FOOT DEDICATI N SUNSET STREET SUBORDINATION AGREEMENT WHEREAS, those parties concerned, desire to have the Deed of Trust recorded (dd/mm/yy) 09-02-03 , as File/Page No. 2oo3-1 068232 and modification of Deed of Trust recorded , as File/Page No. , subordinated to Easement for City Highway for PUBLIC RIGHT OF WAY("DOCUMENT"hereinafter). Now, therefore, for valuable consideration, the receipt of which is hereby acknowledged, the undersigned BENEFICIARY or TRUSTEE hereby waives the priority of said Deed of Trust in favor of said DOCUMENT to the same extent as if said DOCUMENT had been executed prior to said Deed of Trust. Option One Mortgage Corporation BENEFIRY or TRUSTIE BY: T nder K. g Title: March 04, 2005 - DATED Signature of Owners to be notarized. Attach the appropriate acknowledgments . I.certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution of said Council adopted on November 9, 1994 that the City of Encinitas accepts and consents to the making of the foregoing Subordination Agreement and consents to recordation thereof by its duly authorized officer. DATE: i'/ �'`� BY: / Peter Cota-Robles Director of Engineering Services City of Encinitas grant.hwy 4-16-1999 jlr 3 Loan Number 11643426 Borrower's Name Reindel STATE OF CALIFORNIA COUNTY OF ORANGE On March 4, 2005,, before me _Evon Morgan , a Notary Public, in and for Orange, California, said County and State, personally appeared Minder T�. Singh, Vice President , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity (ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. �zrn L EVMMORGM #1366704 Notary PUW1C-COMM" Notary Public in and or said County and State. o ""C0f" %MyCMnA e0a M27.2M NORTH COUNW ` — COMPACTION ENGINEERING, INC. ; rte • k f.. 'ES PRELIMINARY SOILS INVESTIGATION FOR PROPOSED SINGLE FAMILY DWELLING 93 SUNSET DRIVE ENCINITAS, CALIFORNIA PREPARED FOR CASTILLERO DESIGN& CONSTRUCTION 1318 VISTA COLINA DR. SAN MARCOS, CA 92069 APRIL 1, 2004 PROJECT NO. CE-7138 NORTH COUNTY COMPACTION ENGINEERING, INC. April 1,2004 Project No. CE-7138 Castillero Design&Construction 1318 Vista Colina Dr. San Marcos, CA 92069 SUBJECT: Preliminary Soils Investigation - Proposed Single Family Dwelling 93 Sunset Drive Encinitas, California Dear Mr. Castillero: In response to your request, we have performed a Preliminary Soils Investigation for the subject project. The purpose of our investigation was to evaluate the suitability of the site for the proposed development and make recommendations with regard to site grading and foundation design. Briefly,our investigation revealed favorable soil conditions and in our opinion,the site is _ suitable for the proposed development,provided recommendations set forth in the attached report are adhered to. If you have any questions,please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, Q Vp F E S S/0N North County COMPACTION ENGINEERING,INC. � QQy w 13 GE 7 m °C XP• 9/30/05 _, V CNN�GP �Q Ronald K. Adams Dale R. Regli q�FOF Fp�� President Registered Civil Geotechnical Engineer 000713 RKA:paj cc: (4)submitted P. O. BOX 302002 * ESCONDIDO, CA 92030 * (760)480-1116 FAX(760) 741-6568 NORTH COUNTY COMPACTION ENGINEERING, INC. TABLE OF CONTENTS Page 1.) Purpose and Scope 1 2.) Location and Description of Site 1 _ 3.) Field Investigation 1 4.) Soil Conditions 2 5.) Laboratory Soil Testing 2 - 6.) Recommendations and Conclusions 3 A.) Grading 3 B.) Foundations 5 C.) Slopes 6 D.) Retaining Walls 6 E.) Estimated Paving Sections 7 F.) Seismic Design Considerations 7 G.) Review of Grading Plan 7 7.) Uncertainty and Limitations 8 APPENDIX Appendix A: Exploration Legend& Unified Soil Classification Chart Plate No. One Test Pit Location Plan - Plate No. Two thru Four Exploration Logs Plate No. Five Tabulation of Test Results Appendix B: Recommended Grading Specifications NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-7138 Page 1 1. PURPOSE AND SCOPE The purpose of the investigation was to determine if the site is suitable for the proposed single family dwelling. The scope of the investigation was to: A. Determine the physical properties and engineering characteristics of the surface and subsurface soils. B. Provide design information with regard to grading, site preparation,and foundation design of the proposed structure(s). 2. LOCATION AND DESCRIPTION OF SITE The site is located at 93 Sunset Drive in the city of Encinitas, California. The 115 foot X 141 foot rectangular shaped lot is bordered by single family dwellings to the north, south and east,and Sunset Drive to the west. The northwest quadrant of the property is occupied by a single family dwelling which is to remain and be remodeled. The newly planned dwelling will be constructed in the backyard of the existing dwelling. The property is generally landscaped with walkways, driveways, garden walls, _ lawns, shrubs, and small trees, etc. Site topography consists of a moderate to gentle hillside descending to the west. The total _ difference in elevations at the property is approximately 25 feet and varies between 115 feet and 90 feet(MSL). Past grading has been performed at the immediate building site(backyard area)and has generated shallow cut and fills that terrace downhill to the west. Shallow cut and fill soils generated from past earthwork were found to be 2 feet to 5 feet in depth.. These undocumented fills should not be relied on in their present state to support structures and/or surface improvements. _ 3. FIELD INVESTIGATION The field investigation was performed on March 8,2004 and included an inspection of the site and the excavation of three exploratory trenches,with a backhoe to depths of 10 feet. Location of test pits are shown on the attached Plate No. One, entitled"Test Pit Location Plan". NORTH COURW COMPACTION ENGINEERING, INC. Project No. CE-7138 Page 2 As excavation proceeded,representative bulk samples were collected. In place natural densities and moisture contents were determined at different depths in the excavations and are included on Plate No.'s Two through Four. Subsequent to obtaining soil samples, our exploratory excavations were backfilled. 4. SOIL CONDITIONS Loose surficial soils(silty-sands)consisting of old fill,plowed ground and dune sands,were found to be 5 feet, 2 feet and 4 feet in depth in Test Pit No.'s One,Two and Three,respectively. Underlying native soils to depths explored were medium dense to dense silty-sandstones of the Coastal Terrace Deposit. On-site soils were found to have an expansion index of less than 5 and are classified as being "very low"in expansion potential. Groundwater was not encountered at the time of our investigation,nor did caving of exploratory trenches occur. In addition, due to the dense nature of the underlying sandstone formation at the site, it is our opinion,soil liquefaction is unlikely to occur in the event grading is performed in accordance with the recommendations set forth in this report. 5. LABORATORY SOIL TESTING - All laboratory test were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials(ASTM). Tests conducted include: A). Optimum Moisture&Maximum Density(ASTM D-1557) B). Direct Shear (Remold) (ASTM D-3080) Q. Sieve Analysis(ASTM D-1140) D). Field Density& Moisture (ASTM D-1556) E). Expansion Potential (FHA Standard) Test results are tabulated on the attached Plate No.'s Two through Five entitled"Exploration Log"and"Tabulation of Test Results". NORTH COMM COMPACTION ENGINEERING, INC. - Project No. CE-7138 Page 3 6. RECOMMENDATIONS AND CONCLUSIONS General It is our understanding,the proposed dwelling will consist of two-story split-level construction supported on a combination of slab on grade and raised floor foundation systems. Foundation walls and stepped footings will also be incorporated into the foundation systems. In our opinion,the site is suitable for the proposed single family dwelling. Recommendations presented in this report should be incorporated into the planning, design and construction phases of the subject project. 6A. Grading General It is our understanding,cut/fill earthwork construction will be performed to create a split-level building pad to accommodate the proposed single family dwelling. In addition,retaining walls will be incorporated into the grading concept. All grading should be performed in accordance with the City of Encinitas Grading Ordinance and the Recommendations/Specifications presented in this report. Subsequent to site demolition, loose surficial soils(plowed ground,old fill and dune sands),as indicated on the attached Plate No.'s Two through Four, should be undercut or removed to firm native ground and recompacted in accordance with the attached Appendix `B' entitled "Recommended Grading Specification". Firm native ground may be determined as undisturbed soil having an insitu density of greater than ninety percent(90%)of maximum dry density. We should be contacted to document firm native ground is exposed and properly prepared prior to filling. A subdrain system should be installed where filling of swales, draws,or canyons are proposed. The location of the drain should be determined by the Soils Engineer and/or his representative at the time of grading. Subdrain construction should consist of a 24 inch X 24 inch trench excavated into firm natural soil. The trench should be backfilled with 1 inch minus crushed rock with a 6 inch perforated pipe(holes down)placed at the center of the rock. The rock should be wrapped in filter fabric to reduce siltation of drain materials. All drains should have a minimum of one percent(1%) fall toward their outlets. NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-7138 Page 4 Prior to constructing fill slopes, shear keys should be excavated a minimum of 2 feet into firm native ground, inclined back into slope,and have a minimum width of 15 feet. We should be contacted to document keyways were properly constructed prior to placing fill. Natural terrain steeper than an inclination of 5:1 (horizontal to vertical units), should be benched (stair-stepped)to provide a stable bedding for subsequent fill. Sizing of benches should be determined by the Soils Engineer or his representative during grading. All fill soils generated from earthwork construction should be placed in conformance with the attached Appendix `B' entitled,"Recommended Grading Specifications". If required, soils to be imported should be non-expansive(less than 2%swell)and granular by nature,having strength parameters equal to or greater than the prevailing on-site soils. We should be contacted to inspect an/or test imported soils prior to hauling then on-site to assure they will be suitable for the proposed construction. If encountered, leach lines and/or pipes should be removed. Concrete pipes may be crushed in place. Trench lines should be recompacted in accordance with Appendix W. Proposed slopes to be retained have been tested for temporary stability in accordance with guidelines presented by CAL-OSHA. Direct shear tests have been conducted and their results are presented on attached Plate No. Five. The results indicate a temporary slope constructed to a height of 9 feet having a minimum slope ratio of 1:1 should be stable with relation to deep seated failure for a period of 60 days. Should construction of walls lapse beyond the indicted time,we should be contacted to update the site conditions. Furthermore, we should be contacted to supervise backfill operations. Backfill materials should consist of non-expansive soils(having a swell of less than 2%)placed at a width behind the wall equivalent to two-thirds of the retained height. Crushed rock(1 inch minus), approved by this firm,may be an alternate method. All walls should be provided with drains. A Structural Engineer should be contacted for the design of a retaining device. It is highly probable the proposed structure will be traversed by a transition from cut to fill. Therefore,to reduce structural damage occurring from foundations bearing on two different soil types,the following measure should be employed: It is recommended the cut side of the transitional areas be removed to a depth of 1 foot below the bottom of the deepest proposed footing and brought back to grade with properly compacted fill. NORTH COUNTY COMPACTION MGMEFRING, I14C. Project No. CE-7138 Page 5 This will allow the proposed structure to bear entirely on a compacted fill mat,thus reducing the probability of differential settlement. The removal area should extend under and a minimum of 5 feet beyond the proposed dwelling. 6B. Foundations General On-site soils are comprised of non-expansive soils with above average strength parameters. Therefore,conventional foundations may be utilized with regard to two-story construction provided the aforementioned Grading Recommendations are adhered to. For Two-Story Construction: Continuous footings should have a minimum width of 15 inches and be founded a minimum depth of 18 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. Isolated square footings having a diameter of 18 inches and founded a minimum depth of 18 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. All continuous footings are to be reinforced with one#4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. Slabs should be a minimum of 4 inches thick and reinforced with#3 bars on 18 inch centers, both ways at mid-point of slab thickness. Slab underlayment should consist of 4 inches of washed concrete sand with a visqueen moisture barrier installed at mid-point of sand(2 inches sand,visqueen,2 inches sand). Sand should be tested in accordance with ASTM D-2419 to insure a minimum sand equivalent of 30. Foundation set-backs from top of slopes should be a minimum of 8 feet. If this cannot be -" achieved, footings near or on adjacent slopes should be founded at a depth such that the horizontal distance from the bottom outside edge of footing to the face of the slope is a minimum of 8 feet. Prior to pouring of concrete, North County COMPACTION ENGINEERING,INC. should be contacted to inspect foundation recommendations for compliance to those set forth. NORTH COUNTY COMPACTION ENGINEERING, INC. Project No. CE-7138 Page 6 6C. Slopes Cut and compacted fill slopes constructed to maximum heights of 10 feet with maximum slope ratios of 2:1 (horizontal to vertical units)will be stable with relation to deep seated failure, provided they are properly maintained. During grading,positive drainage away from top of slopes should be provided. Subsequent to completion of grading, slopes should be planted as soon as possible with light groundcover indigenous to the area. Our analysis was performed utilizing Taylor's Charts for cut and compacted fill slopes and a safety factor of 1.5. 6D. Retaining Walls For static conditions,the prevailing soils will have an allowable equivalent passive fluid pressure of 379 psf, increasing 379 psf per foot in depth. Allowable pressures assume walls are backfilled with a non-expansive sand a distance behind the wall equivalent to two-thirds the retained height. Allowable active pressures may be assumed to be equivalent to the pressure of a fluid weighing 30 pcf for unrestrained walls. These values assume a vertical, smooth wall, and a level, drained backfill. Should these conditions not be met,we should be contacted for new values. Allowable active pressures for restrained walls may be assumed to be equivalent to the pressure of a fluid weighing 30 pcf, plus an additional uniform lateral pressure of 8H. H=height of retained soils above top of wall footing in vertical feet. Allowable active pressures for retaining walls with 2:1 inclinations of sloping surcharge may be assumed to be equivalent to a pressure of fluid weighing 43 pcf. The coefficient of friction of concrete to soil may be assumed to be .45 for resistance to horizontal movement. All walls should be provided with drains behind and at the base of the wall. To provide a well drained condition,Miradrain 6000 and/or its equivalent is recommended. Drains should be constructed in accordance with the manufacturers specifications. Back of walls should be water- proofed (when applicable)per the project structural engineer recommendations. MORTH CORN W COMPACTION ENGINEERING, INC. Project No. CE-7138 Page 7 6E. Estimated Paving Section Structural section for asphaltic paving for the proposed driveways and parking area are based on an estimated R-Value of 45. The following section is provided for bid purposes only. Actual sections should be determined subsequent to completion of grading operations. Assumed Traffic Index=4.5 (Light Vehicular Traffic) _ 2Y2 inches of asphaltic paving on 4 inches of select base coarse on 12 inches of recompacted native subgrade. All materials and construction for asphaltic paving and base should conform to the Standard Specifications of the State of California Business and Transportation Agency, Department of Transportation, Sections 39 and 26,respectively. Class 11 base material should have a minimum R-Value of 78 and a sand equivalent of 30. All materials should be compacted to a minimum of ninety-five percent(95%). Rigid Concrete Paving: 4 inches of concrete reinforced with#3 bars on 18 inch center, both ways, on 12 inches of recompacted native subgrade to a minimum of 95%compaction.. NOTE: All concrete should have a minimum compressive strength of 3250 psi. 6F. Seismic Design Considerations (Soil Parameters) A.) Soil Profile= SD(Table 16-J of the 1997 Uniform Building Code) B.) Type `B' Fault(Rose Canyon) C.) Distance=4 km (California Department of Conservation, Division of Mines and Geology [maps], in conjunction with Tables 16-S and 16-T of the 1997 Uniform Building Code) 6G. Review of Grading Plan Approved site and grading plans were not available at the time of our investigation. Therefore, upon their completion, we should review them to assure compliance with the recommendations presented in this report. 14ORTH COU TY COMPACTION ENGINEERING, INC. Project No. CE-7138 Page 8 Preliminary Plans used during our investigation were prepared by Castillero Design and Construction. 7. UNCERTAINTY AND LIMITATIONS Surface and subsurface soils are assumed to be uniform. Therefore, should soils encountered during construction differ from those presented in this report,we should be contacted to provide their engineering properties. It is the responsibility of the owner and contractor to carry out recommendations set forth in this report. During our investigation of the subject site, evidence of faulting was not encountered. Subsequent to review of available geologic literature, we feel any faulting in the vicinity of the site may be classified as inactive. However, it should be noted that San Diego County is located in a high seismic area with regard to earthquake. Earthquake proof projects are economically unfeasible. Therefore, damage as a result of earthquake is probable and we assume no liability. - We assume the on-site safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations governed by CAL-OSHA and/or local agencies. Should you have any questions,please do not hesitate to contact us. This opportunity to be of - service is sincerely appreciated. Respectfully submitted, �OQROFESS�0�4 North County R. R � COMPACTION ENGINE CO G,INC. CD GE 773 w m Ex 9/30/05 Rom d K. Adams Dale R. Regl �q� CHN�GP President Registered Civi C�tt�I Geotechnical Engine 3 RKA:paj CC,. (4) submitted 14ORTH COUNTY COMPACTION E14GI14EERING, INC. EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES I.COARSE GRAINED:More than half of material is larger than No.200 sieve size. GRAVELS CLEAN GRAVELS GW Well graded gravels,gravel-sand More than half of coarse fraction mixtures,little or no fines. is larger than No.4 sieve size,but smaller than 3". GP Poorly graded gravels,gravel sand mixtures,little or no fines. GRAVELS WITH FINES GM Silty gravels,poorly graded gravel- (Appreciable amount of fines) sand-silt mixtures. GC Clayey gravels,poorly graded gravel-sand,clay mixtures. SANDS CLEAN SANDS SW Well graded sand,gravely sands, More than half of coarse fraction little or no fines. is smaller than No.4 sieve size. SP Poorly graded sands,gravely sands, little or no fines. SANDS WITH FINES SM Silty sands,poorly graded sand and - (appreciable amount of fines) silt mixtures. SC Clayey sands,poorly graded sand and clay mixtures. II. FINE GRAINED:More than half of material is smaller than No.200 sieve size. SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour,sandy silt or clayey- silt-sand mixtures with slight plasticity. Liquid Limit CL Inorganic clays of low to medium less than 50 plasticity,gravely clays,lean clays. OL Organic silts and organic silty clays of low plasticity. SILTS AND CLAYS MH Inorganic silts,micaceous or diatomaceous find sandy or silty soils,elastic silts. Liquid Limit CH Inorganic clays of high plasticity, greater than 50 fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. US-Undisturbed,driven ring sample or tube sample CK-Undisturbed chunk sample BG-Bulk sample V -Water level at time of excavation or as indicated APPENDIX `A' - NORTH COUNTY COMPACTION ENGINEERING, INC. SOIL TESTING&INSPECTION SERVICES - TEST PIT LOCATION PLAN Proposed Single Family Dwelling 93 Sunset Drive woo— —191PW Encinitas, California Approx. Scale 1" = 30' rive Sunset D ,r,. _---- --}-- N ra'�7• _ EXISTIto To Remain 1 `u1 Test Pit #3 � inj3 1 , 1 Test Pit , , gg I #2 ' -- Test ` Pit #1 ' �C ifs 36'x •POOL g;RVANMI WA" 14 Od W U1 I PROJECT NO. CE-7138 PLATE NO. oxE NORTH COUNTY COMPACTION ENGINEERING, INC. EXPLORATION LOG PROJECT NAME: 93 Sunset-Drive. Encinitas DATE LOGGED: 3/8/04 ELEVATION: Existing Grade TEST PIT NO. ONE Depth Sample Dry Moisture Passing Sample Soil Description&Remarks (Feet) Type Density Content #200 Depth Classif- (pcf) (%) Sieve ication SM Brown Yellow,Dry,Loose Silty-Sand - 1- (Old Fill/Plowed Ground) -- 2- (Undercut or Recompact) 3- 4- 5- CK 110.2 2.0 18.0 5' SM Yellow Brown,Humid,Medium Dense Silty-Sandstone 6- (Firm Native/Coastal Terrace) 7- 8- CK 111.4 3.4 81 9- 10- _ Bottom of Test Pit PROJECT NO. CE-7138 PLATE NO. TWO 14ORTH COUNTY COMPACTION ENGINEERING, INC. EXPLORATION LOG PROJECT NAME: 93 Sunset-Drive, Encinitas DATE LOGGED: 3/8/04 ELEVATION: Existing Grade TEST PIT NO. TWO Depth Sample Dry Moisture Passing Sample Soil Description&Remarks (Feet) Type Density Content #200 Depth Classif- (pcf) (%) Sieve ication SM Brown Humid,Loose Silty-Sand 1- (Old Fill/Plowed Ground) (Undercut or Recompact) 2- SM Dark Brown,Humid,Medium Dense Silty-Sand 3- BG 3' (Firm Native/Coastal Terrace) 4- 5- 6- (Becomes Orange-Yellow-Brown) 7- CK 113.0 3.3 7' 8- 9- - Bottom of Test Pit PROJECT NO. CE-7138 PLATE NO. THREE NORTH COUNTY COMPACTION ENGINEERING, INC. EXPLORATION LOG PROJECT NAME: 93 Sunset.Drive, Encinitas DATE LOGGED: 3/8/04 ELEVATION: Existing Grade TEST PIT NO. TREE Depth Sample Dry Moisture Passing Sample Soil Description&Remarks (Feet) Type Density Content #200 Depth Classif-. (pcf) (%) Sieve ication SM Dark Brown,Humid,Loose Silty-Sand t- (Plowed Ground/Old Fill) (Undercut or Recompact) 2- SM Yellow Tan,Humid,Loose,Dune Sands 3- BG 16.0 T (Undercut or Recompact) 4- SM Orange-Yellow-Brown,Humid,Dense, Silty-Sandstones 5- CK 108.9 3.8 6- (Firm Native/Coastal Terrace) 7- 8- 9- 10- -- -- --- - --- -- Bottom of Test Pit PROJECT NO. CE-7138 PLATE NO. FOUR NORTH COUMTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS OPTIMUM MOISTUREM XIMUM DENSITY SOIL DESCRIPTION TYPE MAX. DRY DENSITY OPT. MOISTURE (LB. CU. FT) (%DRY WT) Dark Brown Silty-Sandstone P2 @ 3' 122.5 09.0 Yellow-Tan Silty-Sand P3 @ 3' 119.0 07.0 EXPANSION POTENTIAL SAMPLE NO. P2 @ 3' P3 @ 3' CONDITION Remold 90% Remold 90% INITIAL MOISTURE(%) 9.0 6.7 AIR DRY MOISTURE (%) 4.1 2.4 FINAL MOISTURE (%) 18.2 16.6 DRY DENSITY(PCF) 110.3 107.1 LOAD (PSF) 150 150 SWELL(%) .000 .000 EXPANSION INDEX Less than 5 Less than 5 _ DIRECT SHEAR SAMPLE NO. P2 cQ 3' P3 Q 3' - CONDITION Remold 90% Remold 90% ANGLE INTERNAL FRICTION 35 34 COHESION INTERCEPT(PCF) 220 100 PROJECT NO. CE-7138 PLATE NO. FIVE nORTH COMM _ COMPACTION ENGINEERING, INC. RECOMMENDED GRADING SPECIFICATIONS (General Provisions) 1. INTENT The intent of these specifications is to provide procedures in accordance with current standard practices regarding clearing,compacting natural ground,preparing areas to receive fill, and placing and compacting of fill soil to the lines ,grades,and slopes delineated on the project plans. Recommendations set forth in the attached"Preliminary Soils Investigation"report or special provisions are a part of the"Recommended Grading Specifications"and shall supercede - the provisions contained hereinafter in case of conflict. 2. INSPECTION & TESTING A qualified Soils Engineer shall be employed to inspect and test the earthwork in accordance with these specification and the accepted plans. It will be necessary that the Soils Engineer or his representative be allowed to provide adequate inspection so that he may certify that the work was or was not accomplished as specified or indicated. It shall be the responsibility of the contractor to assist the Soils Engineer and to keep him appraised of work schedules, changes, new information and dates,and new unforeseen soils conditions so that he may make these certifications. If substandard conditions (questionable soils, adverse weather,poor moisture control, inadequate compaction,etc.)Are encountered,the Soils Engineer will be empowered to either stop construction until conditions are remedied or recommend rejection of the work. -- Soil tests used to determine the degree of compaction will be performed in accordance with the following American Society for Testing and Materials (ASTM)test methods: - *Maximum Density& Optimum Moisture Content(ASTM D-1557-78) * Density of Soil In-Place (ASTM D-1556 or ASTM D-2922 & 3017) 3. MATERIALS Those soils used as fill will have a minimum of forty percent(40%)passing a#4 sieve. They will be free of vegetable matter or other deleterious substances and contain no rock over 6 inches in size. Should unsuitable material be encountered,the Soils Engineer will be contacted to provide recommendations. APPENDIX `B' NORTH COUNTY COMPACTION ENGINEERING, INC. 4. PLACING AND SPREADING OF FILL The selected fill material shall be placed in layers which when compacted will not exceed 6 inches in thickness. Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to insure uniformity of material in each layer. When moisture content of the fill material is below that recommended by the Soils Engineer, water shall then be added until the moisture content is as specified to assure thorough bonding during the compacting process. When the moisture content of the fill materials is above that recommended by the Soils Engineer, the fill material shall be aerated by blading or other satisfactory methods until the moisture content is as specified. 5. COMPACTION After each layer has been placed,mixed, and spread evenly, it shall be thoroughly compacted to not less than ninety percent(90%)relative compaction. Compaction shall be by sheepsfoot rollers multiple-wheel pneumatic tired rollers or other types of rollers. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling each layer shall be continuous over it's entire area and the roller shall make sufficient trips to insure that the desired density has been obtained. The fill operation shall be continued in 6 inch compacted layers, or as specified above, until the fill has been brought to the finished slopes and grades shown on the project plans. 6. WALL BACKFILL Backfill soils should consist of non-expansive sand, Compaction should be achieved with light hand-held pneumatic tampers to avoid over compaction and hence cause structural damage. Wall backfill should be compacted to a minimum of ninety percent(90%)of maximum density. 7. TRENCH BACKFILL All trench backfill located within structural areas should be compacted to a minimum of ninety percent(90%)of maximum density. APPENDIX `B' "INDEL RESIDENCE DRAINAGE STUDY JULY 195 2004 Q\-,�oFESSloN �F.Scjj i v �� z Q w No.33530 °C Expi ,( * 913()1 CIV",� �TFOF C Alan F. Sch PE#33530 Schuler&Associates, Inc. 813 Kalpati Circle, Suite 219 Carlsbad, CA 92008 (760) 720-3850 TABLE OF CONTENTS Summary................................................................................................................................ 1 VicinityMap.......................................................................................................................... 2 100-Year, 6-Hour Isopluvial.................................................................................................. 3 APPENDICES Developed Condition Hydrologic Calculations for the 100-Year Storm Event.................... A SUMMARY This report presents a drainage analysis for the construction of a single-family residence in the City of Encinitas. The site is located at 93 Sunset Drive. The purpose of the report is to provide calculations in support of the drainage improvements depicted on the grading plan. Existing Condition The existing site is approximately 0 .36 acres in size and has a one story single-family residence, which is to remain. The entire site drains westerly onto Sunset Drive and then southerly along Sunset drive. There is no significant storm runoff that flows onto the property from off-site. Developed Condition Development of the site will include construction of a two story single-family residence. With the exception of rainfall caught in the back yard area, the entire site will continue to drain westerly onto Sunset Drive via overland flow. The runoff generated on-site in the back yard will drain to Sunset Drive via 12-inch area drains and 6-inch diameter PVC pipe. It is calculated that the maximum contributing area to each of the area drains is 0.08 acres, or approximately 3,500 square feet. This runoff can easily be accommodated by the two 6"PVC pipes depicted on the grading plan. The remainder of the runoff will exit the site in an un- concentrated manner via overland flow to Sunset Drive. 1 VICINITY MAP � O 4 v z 0� 6,y m no SITE �NC:►Nlr,gg SL Vp I � I, VICINITY MAP NO SCALE TBG PAGE ' 148 G P J C-4 SAN DIEGO =D-TION, 2001 2 APPENDIX A Hydrologic Calculations for the 100-Year Storm Event Reindel Residence J#327-01 Onsite Drainage Calculations C = .55 for landscaped areas C = .95 for roofs/patios I =4.2 inches/hour, based on 100-year 6-hour precipitation of 2.5 inches (See Appendix "A" for exhibit) Analysis of Q: 35% of the site will be landscaped and 65% will be impervious surface Q=CIA(hardscape)+CIA(landscape) Q=(0.95)(4.2)(0.05)+(0.55)(4.2)(0.03)=0.2688 cfs Total Q at 12x12 area drain = 0.2688 Q = .2688 cfs USE 0.27 cfs CHECK PONDING DEPTH SEE TABLE FOLLOWING PAGE FOR PONDING DEPTH Perimeter=2(a+b) =2(1+1) =2 (Assuming 50% clogging) Based on table Q/P = 0.27/2 = .135 usse .14=Q/P Therefore ponding depth is 0.13 feet OK CHECK PIPE FLOW CIRCULAR PIPE CAPACITY CHECK DIAMETER MANNING FLOW DEPTH SLOPE VELOCITY (FT) (n) (cfs) (FT) M (FT/SEC) 0.5 0.011 0.27 0.14 6.4 6.2 0.5 0.011 0.27 0.11 16.5 8.70 4 • I /V7 I 'l. • O v � ,o O � .� CN '/_ �=` i '. ° 1 CZD DLeat � �-- � _ -\ .� \ J •...ice': ��,_ - L' P.. o • z < J o J w 3 v � Z � • N u } O u ° � I I I I L I l e zv a < U x t!1 lt1 O N Q < p M LL. 2 Z M u O W O vi o u 1- H U 0 Z < O �. . O W J < O v o u. z o N V u l HF ORIGINAL OF THIS DOCUMENT vAS RECORDED ON SEP 07.2004 DOCUMENT NUMBER 2004-0849908 Recording Requested by: ) C ',.EGORY -i SMITH COUNTY RECORDER N(J CiiE-CUO 1 011NTY RECORDER'S OFFICE City Engineer ) NE 3.53 PM When Recorded Mail To: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) SPACE ABOVE FOR RECORDER' S USE COVENANT REGARDING REAL PROPERTY WAIVER OF PROTEST TO ASSESSMENTS Assessor' s Parcel Work Order 9054-G Number: 256-420-20 Project 04-036 CDP A. Laura Reindel, Trustee of the Laura B. Reindel Living Trust, ( "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 . B. In consideration of 04-036 CDP , OWNER hereby covenants and agrees for the benefit of CITY, to do the following: No protest shall be made by the owners to any proceedings for the installation or acquisition of street improvements, including undergrounding of utility lines, under any special assessment 1911 or the Municipal Improvement Act of 1913 , or any other applicable state or local law, and whether processed by the City of Encinitas or any other governmental entity having jurisdiction in the matter and for the purposes of determining property owners support for same . C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrancers, successors, heirs, personal representatives, transferees and assigns of the respective parties . D. OWNER agrees that OWNER' s duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant . E. If either party is required to incurs costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorney' s fees, from the other party. F. Failure of the OWNER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant . G. Upon OWNER' s satisfaction of OWNER' s duties and obligations contained herein, OWNER may request and CITY shall execute a "Satisfaction of Covenant" . H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant, the right to enforce this Covenant against OWNER. ACCEPTED AND AGREED: OWNER Laura Reindel Date Trustee of the Laura B. Reindel Living Trust (Notarization of OWNER signature is attached) CITY CIN T Dated / .Gl by (Notariza ion not required) Peter Cota-Robles, Director of Engineering Services Attachment `A" Legal Description of Real Property APN 256-420-20 93 Sunset Drive Lot 1 of Austin Tract, in the City of Encinitas, County of San Diego, State of California, according to Map thereof No. 2174, filed in the Office of the County Recorder of San Diego County, November 7, 1929. Excepting therefrom the easterly 100 feet thereof. CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of I km 1 a County of Sa n Vi e g C) On Ct U5 �1 , a0 09 before me, C , Vy C` i' e! Na �� Name and Title of Officer(e.g.,"Jane Doe,Notary Pu ") personally appeared e Name(s)of Signer(s) personally known to me -OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and MICHELLE C.WAGNER acknowledged to me that he/she/they executed the same in COMM.51360397 m his/her/their authorized capacity(ies), and that by his/her/their y Notary Public-CalHomia CO W � SAN DIEGO COUNTY � signature(s) on the instrument the person(s), or the entity upon My Comm.Exp.Nov 15,2006 behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Ck WI LhaU L \ Signature of Notary Public ----------------------------------------OPTIONAL----------------------------------------- Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: GcV e ri6t1 f JCC�{G(+�i �e&A rrbi2er!1 ) WTI V el'04 rQ keS f i<1`�S.eSS mQrl�'S Document Date: &.L �l,U Si 3 o u'tt Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer ❑ Corporate Officer ❑ Titles(s): ❑ Title(s): ❑ Partner- ❑ Limited ❑ General ❑ Partner- ❑ Limited ❑ General ❑ Attorney-in-Fact ❑ Attorney-in-Fact ❑ Trustee ❑ Trustee ❑ Guardian or Conservator . ❑ Guardian or Conservator ❑ Other: Top of Thumb here ❑ Other: To of Thumb here Signer Is Representing: Signer Is Representing: