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CMS99F-Quail Gardens Dr. ImprovementsRECORDING REQUESTED BY AND AFTER RECORDING MAIL TO: Attention: City Clerk THE CITY OF ENCINITAS 505 S. Vulcan Avenue Encinitas, CA 92024 Title Order No. Assessor Parcel No. 257- 011 -09 an THE ORIGINAL OF THIS DOCUMENT WAS RECORDED ON OCT 22, 2003 DOCUMENT 'NUMBER 2003 - 1291352 6REGORY J. SMITH, COUNTY RECORDER SAN DIEGO COUNTY RECORDER'S OFFICE TIME: 11.:34 AM SPACE ABOVE THIS LINE FOR RECORDER'S USE NO DOCUMENTARY TAX DUE - R &T 11922 (amended) NO FEE - GOVERNMENT CODE SECTION 6103 Escrow No. [ ] All [X] Portions TEMPORARY CONSTRUCTION EASEMENT For and in consideration of a valuable consideration JOHN PATRICK BISHOP and KATHLEEN , BISHOP and LYNDA BISHOP, TRUSTEES OF THE JOHN PATRICK KATHLEEN LYNDA BISHOP 1997 TRUST HEREBY GRANT to the CITY OF ENCINITAS a Of San Diego, State of California, its successors corporation, and 2) work and /or staging area for a in the County date of recordation of executed deed 2 assigns, for 1) access period beginning the earliest of 1) jurisdiction's order of ) effective date of court of competent right possession, or 3) effective date of grant of written contractor of ay' and ending 35 days after recordation by earlier, certificate of completion of project or 365 days whichever lis over, under, along and across all that real property situated in City of Encinitas, County of San Diego, State of California, the alifornia, described as See legal description in EXHIBIT "A," and depiction in EXHIBIT "B," attached hereto and incorporated herein by this reference. IN WITNESS WHEREOF to be executed as of this the-- grantors,.h• reto day of-�'� This is to certify that the interest in real property conveyed by this instrument to the City of Encinitas, a municipal corporation, is hereby accepted b undersigned authorized officer on behalf of the City Of Encinitas, the nit and the grantee krebY recordation thereof copse is to ' by its duor' of / Dated /G — ��tr'—gy Its: 13ishop /D -3 /TCE has cause this Easement Deed M' 4Eva , 2002. EXHIBIT A (LEGAL DESCRIPTION) TEMPORARY EASEMENT FOR CONSTRUCTION PURPOSES — PARCEL D -3 That portion of Parcel 1 of Parcel Map No. 4957, in the City of Encinit as, County of San Diego, State of California, filed in the Office of the County Recorder of San Diego County on July 29, 1976 as File No. 76- 241622, described as follows: Beginning at the Northeast corner of said Parcel 1; thence along the Easterly line of said Parcel 1 South 34 034'26" East 52.13 feet to the TRUE POINT OF BEGINNIN continuing along the Easterly line of said Parcel 1 South 34 034'26" East 8.47 feG; thence leaving said Easterly line of Parcel 1 South 15 °00'39" East 38.74 8'47 feet; thence 74 °59'21" West 2.84 feet; thence North 15 °00'39" West 46.72 feet to the T thence South BEGINNING. e TRUE POINT OF Containing 121 square feet, more or less. As shown on Exhibit "B" attached hereto and by this reference made a part hereof. E� NANO SvR � . K �s- p BRIAN K. MICKELSON, L.S. No. 7320 2 LICENSE EXPIRES: JUNE 30, 2005 Exp. 06i30i05 o�N �20 �TFOF C A1-�F EXHIBIT B (SKETCH TO ACCOMPANY LEGAL. DESCRIPTION TEMPORARY EASEMENT FOR CONSTRUCTION PURPOSES -CENTERLINE OF 60.00 FOOT WIDE PARCEL 76- 0499 -A OF EXISTING IRREVOCABLE OFFER TO a ecvD DEDICATE REAL PROPERTY FOR PUBLIC Z LEUCADIA os o o HIGHWAY PURPOSES RECORDED JULY 21, 1976 PSE z �t ° s AS FILE NO. 76- 230528 OF OFFICIAL RECORDS. Q c8 ' �° F�pgS POINT OF z MoD T � m , r- BEGINNING TA r SITE NORTHEAST CORNER �iMr�s PARCEL 1 P.M. 4957 BLVD N $8032'26" W VICINITY MAP 214.99' NO SCALE 1 70.34' NORTHERLY LINE PARCEL 1 P.M. 4957 2> rl of EASTERLY �' 1\10, 1860-1 Lu rn LINE Z PARCEL 1 s A 6 , CV / 1 _ P.M. 4957 G PAR co w TRUE POINT `�° o ,t s ?_ Q OF BEGINNING w N � a� �° ~ N PARCEL - m rn L ✓Q D 3 `�,� PARCEL D -3 2.84' z V\r N�4 °59'Z v• J\f C cr 1 �� I � o 306.31'. �r N 88 °2727 - W 337.68' SOUTHERLY LINE 1 PARCEL 1 P.M. 4957 31.37' PROPOSED QUAIL 1 6 GARDENS DRIVE 2$� LAND 32 M►Ck��LFo oZ / G% k� Exp. 06/30/05 1 � No. 7320 L.S. , BRIAN K. MICKELSON # 7320 �P 1 1 �F�FCALIF�� MY LICENSE EXPIRES JUNE 30, 2005 `� y A M E R p STATE OF CALIFORNIA COUNTY OF } C~� A }ss. } On =10 , before me, personally appeared fi 7Y-2 (or proved to me on the basis of satisfactory evidence subscribed to the within instrument and acknowled ed to to be the persons) whose name s � arL� ( )Csl i h' h�C/ rlair authorized capacit ies g me that e' 11g /tt y executed the same person(s) or the entity upon behal )' and that b Chs h er/tPr�ir signature(s) on the instrument th f of which the person(s) acted, executed the instrument. e WITNESS my h d and official seal. Signature �� JENNIFER YOUNG COMM. #1357598 ti Q r, NOTARY SAN PUBLIC-CALIFORNIA to COUNTY n My DIEGO commission Expires - MAY 21, 2006 (This area for official notarial seal) l� Title of Document Date of Document Other signatures not acknowledged No. of Pages First American 'Title IIngsurane e) Company A M E tip' C, STATE OF CALIFORNIk } COUNTY OF }ss. } El On c'�'�r,i�e� a2�� X001 ,before rr)e, personal) a Y ppeared " �� l "k^ , per-sonti (or proved to me on the basis of satisfactory evidence) to be the e �� subscribed to the within instrument and acknowledged to me that he sons) whose name(s) % %are• in his /her /their authorized ca aci he/0-1-9'/they executed the same p ty(ies), and that byhis /t lei /their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the Instrument. WITNESS m hand and official seal. i Signature Title of Document _ Date of Document` Other signatures not acknowledged DEBRA K. DUNN V COMM. #1225548 iy U NOTARY PUBLIC - CALIFORNIA N SAN DIEGO COUNTY n My Commission Expires r JUNE 21, 2003 (This area for officlal notarial seal) No. of Pages �{ j 3008 (1/94) (General) RECORDED REQUEST OF FirstAmerican Title SUBDIVISION MAPPING DEPT. RECORDING REQUESTED BY: THE CITY OF ENCINITAS AND WHEN RECORDED, MAIL TO: Attention: CITY CLERK CITY OF ENCINITAS 505 South Vulcan Avenue Encinitas, CA 92024 -3633 NO FEE -66v SECTION 6103 v--.Q ASSESSOR'S PARCEL NO PUBLIC PROJECT NAME Space above this line for Recorder's use only. . 257- 011 -09 -00 Ouail Gardens Drive Extension Pro ect CONSENT OF LIENHOLDER For valuable consideration, the receipt and sufficiency of which is hereby acknowledged, WELLS FARGO HOME MORTGAGEr INC. corporation ( "Lienholder ") Easement , hereby consents to the grant f California Deed for Construction Easement slope and draina e and y John Patrick Bishop rights and Kathleen Temporary Lynda Bishop, Trustees of the John Patrick Bishop Bishop 1997 Trust to the Cit and Kathleen Lynda corporation, as described in y of \`Encinitas, a municipal hereto j Exhibits 1 and "2" and attached , and joins in the execution solely as Lienholder and hereby does agree that in the event of the foreclosure of the said mortgage or other sale of said property described in said mortgage under judicial or non-judicial foreclosure proceedings, or any deed in lieu of such foreclosure proceedings, to said grants of easements to said Cite same shall be subject easements shall not be affected thereby, y' and said grants of Dated: , Consent Granted By: WELLS FARGO HOME MORTGAGE, INC. By: Ls 4, ona L augh r 9 Its: Vice President, Loan Documentation (ATTACH NOTARY) STATE OF MARyLAND COUNTY OF FREDERICK BEFORE ME, the undersigned authority, appeared Lorna L. Slaughter, Vice President, On the Loan Docdumentation, of ersonally WELLS FARGO HOME MORTGAGE, INC. me to be the , a California corporation, known to person and Officer whose name is subscriaed to the foregoing instrument and who acknowledged to me that she execute the same for the purposes and consideration therein expressed in d the capacity therein stated, as the act and deed of the said d GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS.? 'day of �- 200, My Commission Expires: S - v/ - a o 0 -7 � ll Notary Public NOTARY PUBLIC E STATE OF ELLA County of Frederick MARYLAND My Commission Expires March 1, 2007 RECORDING REQUESTED BY AND AFTER RECORDING MAIL TO: Attention: City Clerk THE CITY OF ENCINITAS 505 S. Vulcan Avenue Encinitas, CA 92024 Title Order No. Assessor Parcel No. 257- 011 -09 THE ORIGINAL OF THIS DOCUMENT NAB RECORDED ON OCT 22, 2003 DOCUMENT NUMBER 2003 - 129151 GREGORY J. SMITH, COUNTY RECORDER SAN DIEGO COUNTY RECORDER'S OFFICE TIME: 11:34 AN SPACE ABOVE THIS LINE FOR RECORDER'S USE NO DOCUMENTARY TAX DUE - R &T 11922 (amended) NO FEE - GOVERI,4IENT CODE SECTION 6103 Escrow No. [ ) All [X] Portions EASEMENT DEED For and in consideration of a valuable consideration JOHN PATRICK BISHOP and KATHLEEN L ' BISHOP and KATHLEEN LYNDA BISHOP 1997ATRUSTOP, TRUSTEES OF THE JOHN PATRICK HEREBY GRANT to the CITY OF ENCINITAS Of San Diego, State of California, itsasmccessors oor corporation easement and right of wa � in the County y to construct assigns, the permanent repair an earth excavation or embankment, slope or slopes, reconstruct, maintain, operate and drains, or drainage, including any or all incidents � and a appurtenances storm drain, over, under, along and across all that real City of Encinitas PPurtenances follows: County of San Diego, property situated in the g State of California, described as See legal description in EXHIBIT EXHIBIT "B," attached hereto and incorporated by this reference. y Reserving unto the Grantors herein continued use of the above - described � heirs successors and assigns the conditions: the erecting arcel of land subject to the following other structures; the g of buildings, masonry walls surface Planting or growing asonry fences and grade; and the installation of g °f trees; the changing of the Prohibited except by written permission privately the City Pipe lines shall be y of IN WITNESS WHEREOF Encinitas. to be executed as of this the graytors, hereto has cause this Easement Deed 2002. This is to certify that the interest conveyed by this instrument in real property a municipal corporation to the City of Encinitas, undersigned authorized is hereby accepted b the Of Encinitas officer on behalf of Y recordation , and the grantee hereby the City thereof by its dl� h consents to uth i�Z d o i erg r, Dated j, ��C, Its. a Bishop /D -2 /Slope & Drainage Easement EXHIBIT A (LEGAL DESCRIPTION) EASEMENT FOR SLOPE MAINTENANCE AND DRAINAGE P PARCEL 0-2 PURPOSES That portion of Parcel 1 of Parcel Map No. 4957, in the City of Encinitas, Count y of San Diego, State of California, filed in the Office of the County Recorder of San Die on July 29, 1976 as File No. 76- 241622, described as follows: g° County Beginning at the Northeast corner of said Parcel 1; thence along the Easterly line of said Parcel 1 South 34 °3426" East 60.60 feet to the TRUE POINT OF BEGINNING; continuing along the Easterly line of said Parcel 1 South 34 °34'26" East 51.26 feet tence o the intersection of said Easterly line of Parcel 1 and the Westerly sideline of the 60.00 wide strip of land described in the IRREVOCABLE OFFER TO DEDICATE foot REAL No. 76- PROPERTY for PUBLIC HIGHWAY PURPOSES recorded July 21, 1976 as File 230528 of Official Records of San Diego County and described as Parcel 76 within said File No. 76- 230528; thence leaving said Easterly line of Parcel 1 along said East Westerly sideline of Parcel 76- 0499 -A of File No. 76- 230528 South 15 000'39" Ea feet to a point on the Southerly line of said Parcel 1; thence leaving said Wester 75.68 sideline of Parcel 76- 0499 -A of File No. 76- 230528 along said Southerly line of Parcel 1 88 9 27'27" West 21.91 feet; thence leaving said Southerly line North 15 000' � North 79.00 feet; thence North 74 059'21" East 3.84 feet; thence North 15 °00'39" We West feet to the TRUE POINT OF BEGINNING. st 38.74 Containing 1,975 square feet, more or less. TOGETHER WITH all abutters Right of Access along the course hereinabo as South 15 °00'39" East 75.68. ve described As shown on Exhibit "B" attached hereto and by this reference made a part hereof. BRIAN K. MICKELSON, L.S. No. 7320 LICENSE EXPIRES: JUNE 30, 2005 _0 LAND SUS IC/tF ` O L2 � � A M p. . 06/30/05 s� No. 7320 OF C AUK - 0 �I- li i- W CV M 0 EXHIBIT B (SKETCH TO ACCOMPANY LEGAL. DESCRIPTION EASEMENT FOR SLOPE MAINTENANCE & DRAINAGE PURPOSES a CENTERLINE OF 60.00 FOOT WIDE PARCEL 76- 0499 -A OF EXISTING IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR PUBLIC HIGHWAY PURPOSES RECORDED JULY 21, 1976. AS FILE NO. 76- 230528 OF OFFICIAL RECORDS. POINT OF BEGINNING PARCEL D -2 NORTHEAST CORNER PARCEL 1 P.M. 4957 N 88 032'26" W l 214.99' NORTHERLY LINE PARCEL 1 P.M. 4957 ti w� �a H J co W � cr .I a �r EASTERLY LINE PARCEL 1 P.M. 4957 70.34' �o A 6 Z PAR r r I J °° co TRUE POINT s, OF BEGINNING T 0 cx PARCEL D -2 a 59'2A "E N7 <� PARCEL D -2 ,'I � 1 1 Z ('*'z cD, w cp y 21.91' �0� 284.40' N 88 °27'27" W 337.68' _ EUCADIA o pSE e A S � FLOR vo 2 �v� �Zr m� G 'NN SITE sj"� pv IN1 E4, 6 VICINITY MAP NO SCALE 30� Z 0 �L 0 1� CIQ �Co. 1 R, OT s, No, 86o-j i 1 `� i INDICATES ABUTTERS PARCEL E P.M.4957 1 ACCESS RIGHTS RELINQUISHED HEREON 31.37' PROPOSED QUAIL DRIVE 6 2$� �o_ GARDENS _AND 32� MIC/��L�..L P' cSO 0 / EXP. 06/30/05 Z %- , 1 No. 7320 BRIAN K. MICKELSON, L.S. # 7320 P A�OFCAI \FO�� MY LICENSE EXPIRES JUNE 30, 2005 $ y A WE R, STATE OF CALIF IA } COUNTY OF A }ss. on�ec�,r,ber 5,2 . before me, J e r� n. e ( v n personally appeared �G o � off( �j,` C5 (or proved to me on the basis of satisf- actory evidence) to be the person(s) whose e11 a e(s o m -' to me(s�i,�s /fig subscribed to the within instrument and acknowledged i h�►s me tha��eltt�y executed the same ��,r /ti�eir authorized capacity(ies), and that b hi (ham /thle+r Signature(s) Person(s) or the entity upon behalf o on the instrument the f which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Title of Document Date of Document Other signatures not acknowledged (This area for official notarial seal) 3 No. of Pages V V JENNIFER #1 YOUNG N Comm 357598 n V r' OTA)WPUBLIC.t;ALIFORNIA y SAN DIEGO COUNTY n MY Commission Expires -+ MAY 21, 2006 First American Title Insurance ranee Company 5T AMER*, STATE OF CALIFORNIA } COUNTY OF }ss. On before me ed personally appear - �U t lY 1 G �4 bi (or proved to me on the basis of satisfactory evidence) to be the persons) � pe�son�lfy- known- #s_rns� subscribed to the within instrument and acknowledged to me that he) on(the hose name(s)Qs�are in his /her /their authorized ca aci Y executed the same p ty(ies), and that by his /n er /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. Signature Title b"f Document Date of Document jrl- - C G-- Other signatures not acknowledged l (This area for official notarial seaD No. of Pages DEBRA LN� OMPMU9U i 2,2554 NN AsAN DIEGO COUNTYfA n Y Commission Expires .• JUNE 21, 2003 r 3008 (1/94) (General) RECORDED REQUEST OF First Anterical: Title SUBDIVISION MAPPING DEPT. RECORDING REQUESTED BY: THE CITY OF ENCINITAS AND WHEN RECORDED, MAIL TO: Attention: CITY CLERK CITY OF ENCINITAS 505 South Vulcan Avenue Encinitas, CA 92024 -3633 NO FEE GOV. CODE SECTION 6103. Space above this line for Recorder's use only. ASSESSOR'S PARCEL N0. 257 - 011 -09 -00 PUBLIC PROJECT NAME Quail Gardens Drive Extension Project CONSENT OF LIENHOLDER For valuable consideration, the receipt and sufficiency of which is hereby acknowledged, WELLS FARGO HOME MORTGAGE, INC., a California corporation ( "Lienholder ") , hereby consents to the grant of the Easement Deed for slope and drainage rights and Temporary Construction Easement by John Patrick Bishop and Kathleen Lynda Bishop, Trustees of the John Patrick Bishop and Kathleen Lynda Bishop 1997 Trust to the City of Encinitas, a munici al corporation, as described in Exhibits "1" and "2" p hereto, and joins in the execution solely as Lienholdern andthereby ached does agree that in the event of the foreclosure of the said mortgage or other sale of said property described in said mortgage under judicial or non - judicial foreclosure proceedings, or any deed in lieu of such foreclosure proceedings, to said grants of easements to said Cite same shall be subject easements shall not be affected thereby, y' and said grants of Dated: _ 67 Consent Granted By: WELLS FARGO HOME MORTGAGE, INC. BY • zpN4 zj4e " 4g Lotna L. Slaugh r Its: Vice President, Loan Documentation (ATTACH NOTARY) STATE OF MAR�D COUNTY OF FREDERICK BEFORE ME, the undersigned authority, appeared Lorna L. Slaughter, Vice President Loan Doccumenptation, of WELLS FARGO HOME MORTGAGE, INC., a California corporation, known to me to be the person and Officer whose name is subscri:oed to the foregoing instrument and who acknowledged to me that she executed the same for the purposes and consideration therein expressed, in the capacity therein stated, as the act and deed of the said corporation. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS day of j 200 My Commission Expires: � - vi - 1 o v -7 7 Notary Public NOTARY PUBLIC STATE OF MARYLAND County of Frederick My Commission Expires March 1, 2007 taw-Y RECORDING REQUESTED BY: THE CITY OF ENCINITAS AND WHEN RECORDED, MAIL TO: Attention: CITY CLERK CITY OF ENCINITAS 505 South Vulcan Avenue Encinitas, CA 92024 -3633 off �:%'J,, THE ORIGINAL OF THIS DOCUMENT WAS RECORDED ON OCT 22, 2003 DOCUMENT NUMBER 20103- 1291Y53 GREGORY J. SMITH, COUNTY RECORDER SAN DIEGO COUNTY RECORDER'S OFFICE TIME. 11:34 AM NO FEE GOV. CODE S SECTION 6103: pace above this line for Recorder's use only. ASSESSOR'S PARCEL NO. 257 - 011 -09 -00 PUBLIC PROJECT NAME Quail Gardens Drive Extension Project SUBORDINATION AGREEMENT For valuable consideration, the receipt and sufficiency of which are hereby acknowledged, and the execution of the attached Easement Deed for slope and drainage rights in connection with public right of way improvements by the owner(s) of the lands and premises therein described, the terms of which are incorporated herein and made a part hereof, the undersigned being the owner and holder of all the indebtedness Trust dated secured by that certain Deed of April 24 2002, and recorded on s 1 2002 , Official Document No. 2002 - 0371817, in the Office of the County Recorder of San Diego County, State of California, do(es) hereby agree that the grant of easement to the CITY OF ENCINITAS, a municipal corporation, ( "City ") attached hereto coverin a � g portion of the said lands and premises shall be, and is /are hereby made paramount to said Deed of Trust and the lien thereof; that said Deed of Trust, as to the lands and premises is hereby subordinated to said grant of easement for right of way purposes to said City, and in the event of foreclosure of said Deed of Trust, the Trustee's sale and conveyance thereunder of the lands described therein shall be subject to said grant of easement to said City, and said grant of easement shall not be affected thereby. Dated: 12 -5 -02 Subordination Granted By: UNION BANK OF CAL IA, N.A By: !V Neal J. Davis Its: Vice President (ATTACH NOTARY) Accepted by: CITY 0 ENCINI AS, a municipal corpo i n By. Its: 'r ACKNOWLEDGEMENT State of California County of San Diego On _December 6, 2002_ before me, Alan Shandley" Notary Public" Personally appeared Neal J. Davis Vice President Name (s) of Signer (s) Personally known to me to be the person whose name is subscribed to the within instrument and - acknowledged to me that he executed the same in his �" "'�D�Y authorized capacity, and that by his signature on the _� commo,,,� ��13� instrument the person, or the entity upon behalf of N0 PubNc - Cppfprryp n,�,o�°E�O on which the person acted, executed the instrument. metres Nov 19, Z06 WITNESS my h and offs ial eal, MY COMMISSION EXPIRES 1111912006 Additional Document Information Title or Type of Document: Subordination ail Gardens Drive Extension Project _ (w Document Date: December 5, 2002 Company Representing Union Bank of California N.A. i L � I_q 2ECORDED REQUEST OF First American Title SUBDIVISION MAPPING DEPT. RECORDING REQUESTED BY AND AFTER RECORDING MAIL TO: Attention: City Clerk THE CITY OF ENCINITAS 505 S. Vulcan Avenue Encinitas, CA 92024 Title Order No. Assessor Parcel No. 257- 011 -09 SPACE ABOVE THIS LINE FOR RECORDER'S USE NO DOCUMENTARY TAX DUE - R &T 11922 (amended) NO FEE - GOVERNMENT CODE SECTION 6103 Escrow No. EASEMENT DEED For and in consideration of a valuable consideration, [ ] All [X] Portions JOHN PATRICK BISHOP and KATHLEEN LYNDA BISHOP, TRUSTEES OF THE JOHN PATRICK BISHOP and KATHLEEN LYNDA BISHOP 1997 TRUST HEREBY GRANT to the CITY OF ENCINITAS, a municipal corporation, in the County Of San Diego, State of California, its successors or assigns, the permanent easement and right of way to construct, reconstruct, maintain, operate and repair an earth excavation or embankment, slope or slopes, and a storm drain, drains, or drainage, including any or all incidents and appurtenances thereto, over, under, along and across all that real property situated in the City of Encinitas, County of San Diego, State of California, described as follows: See legal description in EXHIBIT "A," and depiction in EXHIBIT "B," attached hereto and incorporated herein by this reference. Reserving unto the Grantors herein, heirs, successors and assigns the continued use of the above - described parcel of land subject to the following conditions: the erecting of buildings, masonry walls, masonry fences and other structures; the planting or growing of trees; the changing of the surface grade; and the installation of privately owned prohibited except by written permission from the City of Encinitas.shall be IN WITNESS WHEREOF, the grantors hereto has cause this Easement Deed to be executed as of this j day of 2002. This is to certify that the interest in real property conveyed by this instrument to the City of Encinitas, a municipal corporation, is hereby accepted by the undersigned authorized officer on behalf of the City of Encinitas, and the grantee hereby consents to recordation thereof by its dp 11 th iZd o iger. Dated j �� /t, : By .,-,c r, flr�in =,rya Cacamont EXHIBIT A (LEGAL DESCRIPTION) EASEMENT FOR SLOPE MAINTENANCE AND DRAINAGE PURPOSES PARCEL D -2 That portion of Parcel 1 of Parcel Map No. 4957, in the City of Encinitas, County of San Diego, State of California, filed in the Office of the County Recorder of San Diego County on July 29, 1976 as File No. 76- 241622, described as follows: Beginning at the Northeast corner of said Parcel 1; thence along the Easterly line of said Parcel 1 South 34 03426" East 60.60 feet to the TRUE POINT OF BEGINNING; thence continuing along the Easterly line of said Parcel 1 South 34 °34'26" East 51.26 feet to the intersection of said Easterly line of Parcel 1 and the Westerly sideline of the 60.00 foot wide strip of land described in the IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY for PUBLIC HIGHWAY PURPOSES recorded July 21, 1976 as File No. 76- 230528 of Official Records of San Diego County and described as Parcel 76- 0499 -A within said File No. 76- 230528; thence leaving said Easterly line of Parcel 1 along said Westerly sideline of Parcel 76- 0499 -A of File No. 76- 230528 South 15 °00'39" East 75.68 feet to a point on the Southerly line of said Parcel 1; thence leaving said Westerly sideline of Parcel 76- 0499 -A of File No. 76- 230528 along said Southerly line of Parcel 1 North 88 °27'27" West 21.91 feet; thence leaving said Southerly line North 15 °00'39" West 79.00 feet; thence North 74 059'21" East 3.84 feet; thence North 15 000'39" West 38.74 feet to the TRUE POINT OF BEGINNING. Containing 1,975 square feet, more or less. TOGETHER WITH all abutters Right of Access along the course hereinabove described as South 15 000139" East 75.68. As shown on Exhibit "B" attached hereto and by this reference made a part hereof. BRIAN K. MICKELSON, L.S. No. 7320 LICENSE EXPIRES: JUNE 30, 2005 �� 4 _A ND S(� R MC OF CO I C U �P �d' O m Exp. 06/30/05 s No. 7320 �P OF C AO'F- � ` 0 n r (00 N w IN ch N 0 Z EXHIBIT B (SKETCH TO ACCOMPANY LEGAL. DESCRIPTION) EASEMENT FOR SLOPE MAINTENANCE & DRAINAGE PURPOSES G�CENTERLINE OF 60.00 FOOT WIDE PARCEL 76- 0499 -A OF EXISTING IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR PUBLIC HIGHWAY PURPOSES RECORDED JULY 21, 1976. AS FILE NO. 76- 230528 OF OFFICIAL RECORDS. POINT OF BEGINNING PARCEL D -2 NORTHEAST CORNER PARCEL 1 P.M. 4957 N 8803226"W ,AAA -- 214.99' -� 70.34' L NORTHERLY LINE \ PARCEL 1 P.M. 4957 2aq EASTERLY Z LO LINE S; ,�� 1 C PARCEL 1 ty tea: 1 } P.M. 4957 Z FARCE'L -1 W 0 TRUE POINT < CL OF BEGINNING 3a4, PARCEL D -2 W4'--Z <� PARCEL D -2 :ADIA PgE pE J BORES v O u mZ `.,T. SITE VICINITY MAP 1 NO SCALE ° 21.91' \ c 284.40' �r N 88 °27'27- W } / / / SOUTHERLY LINE 337.68' INDICATES ABUTTERS PARCEL 1 P.M. 4957 ACCESS RIGHTS 31.37' RELINQUISHED HEREON PROPOSED QUAIL AND GARDENS GARDENS DRIVE z Exp. 06/30/05 No. 7320 BRIAN K. MICKELSON, L.S. # 7320 rFOFrn� IF��\P MY LICENSE EXPIRES JUNE 30, 2005 i 1 1 Z 1 �C Z O 1 R, of J, 1\10, )8801 1 � 1 �I 6 z$� 1 32, 1 1 1 1 $ � AME A, STATE OF CALIFQRNIA COUNTY OF Iss. On before me J personally appeared L J 4 ( personally -known �o me -� or proved to me on the basis of satisfactory evidence) to be the person(s) whose names l is are. subscribed to the within instrument and acknowledged to me that kPlsbe/they executed the same in'hi"e-r/their authorized capacity(ies), and that by _!�Is/h`er/th6ir 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. Signature Title of Document Date of Document A (This area for official notarial seal) Other signatures not acknowledged ----------- No. of Pages illillilillilllllllllIlljllllllllllllllllllIIIIIIIIIIIIIIIIIIIIIIiI v COMM. JENNIF ER YOUNG #1357598 NOTARY PUBLIC - CALIFORNIA (00 SAN DIEGO COUNTY 0 My Commission Expires MAY 21, 2 3008 (1/94) (General) First American Title Insurance Company Z AMERI t 4 STATE OF CALIFORNIA } COUNTY OF }ss. On 1 . before me, -�. C CA <<:� personally appeared �� t- i � • ' c� r '' d 1. � �=_ _A49_ (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)( are subscribed to the within instrument and acknowledged to me that he/gfie /they executed the same in his /her /their authorized capacity(ies), and that by his /tier /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. JSignature DEBRq }(, DUNN TA - #1225548 n ♦' NOTARYPMUC- CALIFORNIA Vl MSAN DIEGO COUNTY A Y Commission Expires -+ . JUNE 21, 2003 (This area for official notarial seal) Title 6f Document A; Date of Document . =�_ No. of Pages Oth - - er signatures not acknowledged RECORDING REQUESTED BY } AND WHEN RECORDED MAIL TO: JOHN PATRICK BISHOP and KATHLEEN LYNDA BISHOP, Trustees of the John Patrick Bishop and Kathleen Lynda Bishop 1997 Trust 516 Quail Gardens Drive Encinitas, CA 92024 -7 U Z% -/ � Exempt from Recording Fee Pursuant to Government Code § v y V Q ti :z j= .• a .z ;o 3oAssessor ;m 1 v7 oad y��G� s r , Ott/ THE ORIGINAL OF THIS DOW iiE ?? WAS RECORDED ON OC; ', 2007 10GU iEN i NUMBER 20031,71.35; GREGORY j. SMITH, LOUNP' RECORDER uttf LHI tCv CO[Pft!Y RE119RDER OrriL[_ rlME: 11 :3'4 AM (Space above this line for Recorder's use) Exempt from Documentary Transfer Tax 6103 Pursuant to R &T Code § 11922 Conveyance of Substitute Property in Connection with Condemnation by City of Encinitas GRANT DEED Parcel Number: 257 - 011 -10 [ I All [X] Portions FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, THE CITY OF ENCINITAS, A MUNICIPAL CORPORATION HEREBY GRANTS TO JOHN PATRICK BISHOP and KATHLEEN LYNDA BISHOP, TRUSTEES OF THE JOHN PATRICK BISHOP and KATHLEEN LYNDA BISHOP 1997 TRUST all rights, interests, or title to the real property located in the City of Encinitas, County of San Diego, State of California described in Exhibit A and depicted on Exhibit B attached hereto and incorporated herein by this reference. IN WITNESS WHEREOF, the grantor hereto has cause this Grant Deed to be executed as of this CRY day of 2003. City By: Its: City to Bishop /E -8 /Uneconomic Remainder, Substitute Property EQCHIRItT A (LEGAL, DESCRIPTION) - UNECONOMICAL REMAINDER AND SUBSTITUTE PROPER PARCEL E-8_ That portion of Parcel 2 of Parcel Map No. 4957, in the City of Encinitas, County of San Diego, State of California, filed in the Office of the County Recorder of San Di on July 29, 1976 as File No. 76- 241622, described as follows: ego County Beginning at the Northwest comer of said Parcel 2; thence along the No said Parcel 2 South 8,8'32"26* East 17,18 feet; thence leaving rhed line of Parcel 2, South 15 °00'39' West 52.37 feet to the Westerly fine of said Parcel rtheriy fine of along said Westerly line of Parcel 2 North 34°3426- West 60,60 feet to the Point Beginning, ant of Containing 421 square feet, more or less. As shown on Exhibit 'B^ attached hereto and by this reference made a part hereof. BRIAN K. MICKELS N, L.S. No. 7320 LICENSE EXPIRES: JUNE 30, 2005 �p 1.AN0 5�R M1CkF v O 13 m z. Ev. osr -4=5 s;, Na.732-0 CAX-%f a P �rFOR CACURRENT PROJECTSWO -W12-02 QuO Garde 4ftrcel E -2 UNEC REM Ex A pegaq.doc amen O EXHIBIT B (SKETCH TO ACCOMPANY LEGAL DESCRIPTION UNECONOMICAL REMNANT AND SUBSTITUTE PROPERTY - ) , , t 39.06 1 7.1 21.88' w N r O? N i POINT 01= BEGINNING PARCEL E -8 ao (NORTHWEST CORNER ' PARCEL 2 P.M. 4957) PAR Cam. I WESTERLY LINE PARCEL 2 P.M. 4957 VICINITY MAP I NO SCALE , 30 8.� o� 1 &CENTERLINE OF 60.00 FOOT WIDE PARCEL 76.0499 -A OF EXISTING IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR PUBLIC HIGHWAY PURPOSES RECORDED JULY 21, 1976 AS FILE NO. 76- 230528 OF OFFICIAL RECORDS. N 88'32'26' W • NORTHERLY LINE PARCEL 2 P.M. 4957 0 v u T 334.51" 232.85' 0 1 cat N 11 jN`p'I LJ 1r) zv N N W Q U u z I a JR. 0f S. INC), jaso-1 Lu a, N o z 184.88' ......,� ` �[!!27'27 -W 215.91' + ti SOUTHERLY LINE PARCEL 2 P.M. 4957 6 �PROPOSED 3,z Za, QUAIL GARDENS L_ DRIVE L M5 0 Q- BRIAN K. MI KC ELSON, LS. # 7320 �� MY LICENSE EXPIRES JUNE 30, 2005 CALIFORNIA ALL ■PHRO CC w.+.r............___ State of California County of ss. 00-4y'* n y' !' s , J0� �7l L before me, flit,Z'��l', Date Name and Title of oRcer (e personally appeared .g., Jane Doe, Notary Public ") ' � �" /� l �- . h� /,L ,L f ii, gj ! C�Mk OA G. M ILUOUR M9" n + 1389205 < ry ►ubk • Californiaan Otapo County i► �0. Z 6r 2007 of koersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) are subscribed to the within�,, instrument and acknowledged to meat f the /they executed the same in is/her /their uthorized capacity(ies), and that by is Aer /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. Place Notary Seal Above Sighature of Notary P V lic Though the information below is not required bOPTIONAL and could prevent fraudulent removal and reattachment of this l form toranotherly document document Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): Top of thumb here ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: .=... ��f 997 National Notary association • 9350 De Soto Ave.. P.O. Ber Caro . r•�.��.......�� .. -" - rroa. No. 5907 Reorder. Call Toll -Free 11- 800.876 -6827 RESOLUTION NO. 2003-33 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ENCINITAS APPROVING TRANSFER OF APPROXIMATELY 421 SQUARE FEET OF REAL PROPERTY LOCATED CONTIGUOUS TO 516 QUAIL GARDENS DRIVE IN THE CITY OF ENCINITAS AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE GRANT DEED ON BEHALF OF THE CITY WHEREAS, the City Council of the City of Encinitas ("'City") acquire approximately 1,767 square feet of real property took the actions necessary to q (identified as Parcel E -2) as an uneconomical remnant parcel pursuant to California Code of Civil Procedure Section 1240.410 to be exchanged as Substitute Property as defined in California Code of Civil Procedure Section 1240.310 for necessary property; and WHEREAS, it is necessary to convey approximately 421 square feet (the "Property") of said uneconomical remnant as substitute property as part of the Quail Gardens Drive Extension Project ( "Project "); and WHEREAS, the intent of the transfer of the Property by the City to John Patrick Bishop and Kathleen Lynda Bishop, Trustees of the John Patrick Bishop and Kathleen Lynda Bishop 1997 Trust ( "Bishop Trust ") is that the Bishop Trust shall hold the Property in fee, NOW, THEREFORE, BE IT RESOLVED that the City does hereby declare, determine and order as follows: 1 • That the above recitations are true and correct 2. That a Grant Deed has been prepared for the City to grant to John Patrick Bishop and Kathleen Lynda Bishop, Trustees of the John Patrick Bishop and Kathleen Lynda Bishop 1997 Trust ( "Bishop Trust ") all rights, interests, or title to the real property located in the City of Encinitas, County of San Diego, State of California described in Exhibit A and depicted in Exhibit B to said deed, which is attached hereto and incorporated by this reference. That City Manager, Kerry L. Miller, is hereby authorized to execute the Quitclaim Deed as sole signatory on behalf of the City. 4• That the City cause said Grant Deed be executed and thereafter recorded in the Office of the Recorder of San Diego County. PASSED, APPROVED AND ADOPTED at a regular meeting of the City Council for the City of Encinitas held on 18 day of June, 2003, by the following roll call vote: AYES: Bond, Dalager, Houlihan, Stocks. NOES: None. ABSENT: Guerin. i A ST: Jer e Stocks, Mayor Deborah Cervone, City Clerk STATE OF CALIFORNIA ) COUNTY OF SAN DIEGO ) CITY OF ENCINITAS ) I, Deborah Cervone, City Clerk of the City of Encinitas, California, do hereby certify that the foregoing Resolution No. 2003 -33 was duly passed, approved, and adopted by the City Council at a regular meeting of the Encinitas City Council held on the 18 day of June, 2003. Executed this 19 day of June, 2003. I Deborah Cervone, City Clerk Q o Linda Bartz & Associates p Attorneys At Law • Condemnation Law Center 1010 Second Avenue, Suite 1010 San Diego, CA 92101 -4904 Tel (619) 237 -5137 • Fax (619) 237 -5110 Real Estate • Eminent Domain • Civil Litigation • Public Agencies • Redevelopment Of Counsel Dennis L. Shields William R. Polk April* 15, 2004 Via Rand Delivery Gregory Garratt, Esq. Stephenson Worley Garratt Schwartz Garfield & Prairie, LLP 401 B Street, Suite 2400 San Diego, CA 92101 RE: City of Encinitas /Campbell/Quail Gardens Road Improvement Project Dear Mr: Garratt: Enclosed for your review and comment is a rough draft of a 1st Amendment to the parties' original agreement in the above - entitled matter. Also enclosed is the City of Encinitas' check number 117088 in the amount of $370,000, payable to Richard F. Campbell per the parties' original agreement. Please note, your client is not authorized to cash this check until the amendment is finalized and executed. Accordingl , ou are not authorized to deliver this check to your client until such time. y y I apologize for the rough draft with blanks to fill in, however, my file was inadvertently sent to Off-site storage. I am submitting this draft to my client concurrently for review and therefore reserve the right to make changes to this draft. Thank you for your courtesy and cooperation. J Linda 6. Bartz Special Counsel to The City of Encinitas cc w/Encl: Glenn Sabine, City Attorney Greg Shields, Project Manager ROUGH DR,4FT. First Amendment to (Name of Original Agreement) WHEREAS, the parties to this First Amendment to (name of original agreement) Amendment') dated (date) have entered into an escrow currently Title Company located at (address), i.e. Escrow Number (number), for pending at le ofpo ions Commonwealth certain properties to the City of Encinitas ("City); for the sale of portions of ( City); WHEREAS, during the course of said escrow certain title issues arose which the sellers from transferring clear title to the City and other real estate transactions revented between the sellers and other parties on other portions of said properties which c s were pending said escrow; cause a delay in WHEREAS, during the course of said escrow, the sellers gave permission to take possession of the portions of the property necessary for construction of the the City to order for construction to proceed in a timely manner; and City's project in WHEREAS, City has delivered to counsel for Sellers, outside of escrow, a c amount of the sales proceeds provided for in the heck in the not authorized delive of said roceeds to ellers;ies' original agreement, however City has NOW THEREFORE, the parties agree as follows: 1. Sellers and City shall take all reasonable steps to close said escrow as so possible; on as 2 Sellers shall use their best efforts to clear title to the sale Property as so at S 611els ol e cost and expense; Y on as possible 3. Prior to close of escrow, Sellers shall provide all necessary reconveyances in favor of City in order for City to obtain clear and marketable tit �/property�Sellers' sole cost and expense; and subordinations and partial �,�...— le to the sale 4• Immediately, upon execution of this First counsel for Sellers to release said sales proceeds to Sellers. by Sellers, City shall authorized [ Add all signature blocks per original agreement) OD OD O 1` .-1 e-I a t Z U W O r, V z u z W Ci V O O O O W N W O O, P4 �sj H N U Pr a H a Z. � w aWgWZ O U E"+ U � W >. H W aPOP IL c' ru .-0 O O O N .-8 ru L13 Q' J O O O ru ru .a S. co CO O C%- .a .a Check Payable To: Address CITY OF ENCINITAS FY 02 -03 CHECK REQUEST FORM RICHARD F. CAMPBELL Vendor No. 630 ENCINITAS BLVD. Check if Misc. Vendor ENCINITAS, CA 92024 CITY STATE ZIP New Vendor? Yes F-1 No If Yes and not incorporated please enter Social Security # or Tax I.D. Notes GENERAL LEDGER # PROJ. # BRIEF DESCRIPTION (25 Characters limit) AMOUNT INV. # INVC DATE MM/DD 471 - 00000 - 619 - 42 - 30 CMS99F SETTLEMENT AGREEMENT ($370,000) VOID THE ABOVE CHECK PRODUCE NEW CHECK FOR $ 70,000.00 TOTAL $ 70,000.00 I HEREBY CERTIFY THAT THIS CLAIM REPRESENTS A JUST CHARGE AGAINST THE CITY OF ENCINITAS REQUESTED BY: DEPARTMENT APPROVAL DATE OF REQUEST f DATE CHECK REQUIRED APPROVED FOR PAYMENT FINANCE DATE a o z Linda Bartz & Associates 4 Attorneys At Law • Condemnation Law Center 1010 Second Avenue, Suite 1010 San Diego, CA 92101 -4904 Tel (619) 237 -5137 •Fax (619) 237 -5110 Real Estate • Eminent Domain • Civil Litigation • Public Agencies • Redevelopment Of Counsel Dennis L. Shields William R Polk April 15, 2004 Via Hand Delivery Gregory Garratt, Esq. Stephenson Worley Garratt Schwartz Garfield & Prairie, LLP 401 B Street, Suite 2400 San Diego, CA 92101 RE: City of Encinitas /Campbell/Quail Gardens Road Improvement Project Dear Mr: Garratt: Enclosed for your review and comment is a rough draft of a 1st Amendment to the parties' original agreement in the above - entitled matter. Also enclosed is the City of Encinitas, check number 117088 in the amount of $370,000, payable to Richard F. Campbell per the parties, original agreement. Please note, your client is not authorized to cash this check until the amendment is finalized and executed 1 are not authorized to deliver this check to your client until . Accordin such time, Accordingly, y ou I apologize for the rough draft with blanks to fill in, however, my file was inadvertently sent to off -site storage. I am submitting this draft to my, client concurrently for review and therefore reserve the right to make changes to this draft. Thank you for your courtesy and cooperation. Linda V. Bartz Special Counsel to The City of Encinitas cc w/Encl Glenn Sabine, City Attorney Greg Shields, Project Manager ROUGH DRAFT. First Amendment to (Name of Original Agreement) WHEREAS, the parties to this First Amendment to (name of original agreement "First Amendment ") dated (date) have entered into an escrow currently ) Title Company located at (address), i.e. Escrow Number (number), for the sale of ortiori Ith certain properties to the City of Encinitas ( "City); Portions of WHEREAS, during the course of said escrow certain title issues arose which Prevented the sellers from transferring clear title to the City and other real estate transactions w gPe d between the sellers and other parties on other portions of said properties which causeRa d ending said escrow; elay in WHEREAS, during the course of said escrow, the sellers gave permission to the City take possession of the portions of the property necessary for construction of the City's t o order for construction to proceed in a timely manner; and �' PmJect in WHEREAS, City has delivered to counsel for Sellers, outside of escrow, a check in t amount of the sales proceeds provided for in the he not authorized delive of said roceeds to ellers aches' original agreement, however City has NOW THEREFORE, the parties agree as follows: 1. Sellers and City shall take all reasonable steps to close said escrow as soon as possible; / 2 Sellers shall use their best efforts to clear title to the sale property as soon as possible v at S lle s ole cost and expense; I Prior to close of escrow, Sellers shall provide all necessary reconveyances in favor of City ry subordination and partial ty in order for City to obtain clear and marketable title to the sale �propertyy ll�9 sole cost and expense; and 4. Immediately, upon execution of this First Amendment by Sellers, City counsel for Sellers to release said sales proceeds to Sellers. sly ll�uthorized [ Add all signature blocks per original agreement] Co OD O N vq Tq 2 2 W }O C r� z ,Z tW, C V O O O O W N W W N ON CO a as w owawz O U U % W L 1-00 IL Ir ru ..a O a O N a ru c0 l 0 0 0 ru ti a D :L RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: Attention: City Clerk THE CITY OF ENCINITAS 505 S. Vulcan Avenue Encinitas, CA 92024 (Space above this line for Recorder's use) Exempt from Recording Fee Exempt from Documentary Transfer Tax Pursuant to Government Code § 6103 Pursuant to R &T Code § 11922 SIGHT DISTANCE EASEMENT DEED Assessor Parcel Number(s): 258- 130 -54 [ ] All [X] Portions FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Dustin Campbell, Trustee of the Richard F. Campbell Trust, the undersigned, herein designated GRANTOR(S) owner(s) of the hereinafter described lands, for a valuable consideration, the receipt of which is hereby acknowledged, hereby GRANT and CONVEY to THE CITY OF ENCINITAS, hereinafter called GRANTEE, a perpetual "Sight Distance" easement to maintain proper vehicular sight distance over, upon and across that certain real property, in the County of San Diego, State of California, described as follows: SEE LEGAL DESCRIPTION IN EXHIBIT "A -1" AND DEPICTION IN EXHIBIT A -1 "B ", ATTACHED HERETO AND BY THIS REFERENCE. a) Grantor also grants for itself and its successors and assigns the right to Grantee to enter upon the subject land and remove or trim any vegetation or other obstruction contrary to the purpose of this easement. b) Grantor covenants and agrees for itself and its successors and assigns not to construct any structure or plant any vegetation within the sight distance easement. c) The granting of this easement is for the purpose of controlling the use of the land within the "Sight Distance" easement and does not authorize or imply that subject land may be used by the general public. d) Grantee its successors and assigns shall maintain the easement area free of visual obstructions in perpetuity. Dated this G� day of Ke k, �^j 2005. IN WITNESS HEREOF, the grantor hereto has cause this Grant Deed to be executed as of this '12- day of ebfJCLV 52005. 'V3 4Z Dustin Campbell Owner STATE OF CALIFORNIA ) SS. COUNTY OF s� ) On (� , o�� . a before me, (Name and Title of Officer) personally appeared ' � � C��. cm"D P jj 0 personally known to me - or - Xproved to me on the basis of satisfactory evidence to be the person4. -whose names} isfepasubscribed to the within instrument and acknowledged to me that he / executed the same in his /her, authorized capacityow+, and that by his/her4teif signature(} on the instrument the person(-s}, or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal. DESIREE HAR LAN I Signature of Notary Public COMM. #1472808 NOTARY PUBUC-CALFORNIA m MyCX= =28'2006 o ACCEPTANCE This is to certify that the interest in real property conveyed by this instrument to the City of Encinitas, is hereby accepted by the undersigned agent on behalf 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. A /�/l /� ) Peter Cota - Robles, P.E. Director of Engineering Services City of Encinitas TRUSTEES' CERTIFICATION OF TRUST There exists a Trust known as the RICHARD F. CAMPBELL TRUST which was executed on February 14, 1994 and amended and restated concurrently with the execution of this Trustees' Certification. 2. RICHARD F. CAMPBELL is the Settlor of the Trust. RICHARD F. CAMPBELL and DUSTIN CAMPBELL are the currently acting Trustees of the Trust as shown on a copy of pages 1 and 2 of the restated Trust attached hereto. The relevant powers of the Trustees are contained in the attached copies of pages 5 -9 of the restated Trust. The Trust is revocable by RICHARD F. CAMPBELL, the Settlor. 4. Either of the currently acting Trustees may sign in order to exercise any powers of the Trustee. The Tax Identification Number of the Trust is RICHARD F. CAMPBELL's social security number. 6. The title to Trust assets may be held in any one of the following three alternatives: RICHARD F. CAMPBELL and DUSTIN CAMPBELL Trustees of the RICHARD F. CAMPBELL TRUST dated February 14, 1994. RICHARD F. CAMPBELL Trustee of the RICHARD F. CAMPBELL TRUST dated February 14, 1994. DUSTIN CAMPBELL Trustee of the RICHARD F. CAMPBELL TRUST dated February 14, 1994. 7. The Trust has not been revoked, modified or amended in any matter which would cause the representations in this Certification to be incorrect. This Certification is being signed by the currently acting Trustees of the Trust. This Certification is made pursuant to California Probate Code Section 18100.5 and California Commercial Code Section 8403(4) -(6). Any transaction entered into by a person acting in reliance upon a Certification shall be enforceable against the Trust assets. 9. Probate Code Section 18100.5(h) provides that any person refusing to accept this Certification shall be liable for damages, including attorney's fees, if the Court determines that the person acted in bad faith. 10. We declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. DATED: 2 z� cr .32005 RICHARD F. CAMPBELL D ST IN CAMPBELL RICHARD F. CAMPBELL TRUST Trustees' Certification of Trust Notary Acknowledgment STATE OF CALIFORNIA ss. COUNTY OF SAN DIEGO On .Z -,;Z / " , 2005, before me, ;Q C 4k e- i 614 e �'i of , Notary Public, personally appeared RICHARD F. CAMPBELL, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed this instrument. WITNESS my and an fficial seal. Not y Signature STATE OF CALIFORNIA ss. COUNTY OF SAN DIEGO �'�';� • �' X71 On I--El4 kCJ► , l 2005, before me, P(C-f1 , ,Notary Public, personally appeared DUSTINitAMPBELL, peFsenal y n e-me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed this instrument. WIITNESS my hand and official seal. / Notary Signature (Q 2 kVUM I. a` ALANA MARIE HARDY COMM. #1373130 NOTARY PUBLIC -CALIFORNIA SAN DIEGO COUNTY My Cw n. EXPIM September 8, 2006 SECOND AMENDMENT AND RESTATEMENT OF THE RICHARD F. CAMPBELL TRUST RICHARD F. CAMPBELL, Trustor of a Revocable Declaration of Trust known as the RICHARD F. CAMPBELL TRUST dated February 14, 1994, hereby declares this Second Amendment to such Trust by amending the trust in its entirety and completely restating the trust as follows. "ARTICLE 1 DECLARATIONS Name of Trust Section 1.01. This Trust may be referred to as the "RICHARD F. CAMPBELL TRUST." Identity of Trust Estate Section 1.02. All property previously transferred to the Trustee and any other property that may hereafter be transferred to the Trustee to be held pursuant to the terms of this instrument, is herein called the "Trust Estate" and shall be held, - administered, and distributed by the Trustee as provided in this Declaration of Trust. Designation of Trustee Section 1.03. RICHARD F. CAMPBELL and DUSTIN CAMPBELL are hereby designated as Co- Trustees. If either of them are unable to serve or resign, the remaining person shall thereafter serve as sole Trustee. If both RICHARD F. CAMPBELL and DUSTIN CAMPBELL are unable to serve, or resigns, then KRISTIN FINE shall serve as successor Trustee. A Trustee may appoint a Co- Trustees. The Trustee may delegate to a Co- Trustee any power held by the delegating Trustee. A delegation may be revoked, but while it is in effect the delegating Trustee shall have no responsibility concerning the exercise of the delegated power. A Trustee shall not be liable or responsible for any act of Co- Trustees in which the Trustee has not joined. No successor Trustee shall be liable for any act, omission, or default of a predecessor Trustee. No successor Trustee or Co- Trustee, shall have a duty to investigate or review any action of a predecessor Trustee, and any successor Trustee or Co- Trustee may accept the accounting records of the predecessor Trustee showing assets on hand without further investigation and without incurring any liability to any person claiming or having an interest in any trust. Additions to Trust Section 1.04. The Trustor may from time to time add other property acceptable to the Trustee to the Trust Estate by conveyance, assignment, transfer or Will. Such property when received and accepted by the Trustee shall become part of the Trust Estate and be subject to all the terms and provisions of this Declaration of Trust. Character of Trust Property Section 1.05. All property transferred to the Trustee is the separate property of the Trustor Revocation and Modification of Trusts Section 1.06. At any time and from time to time by serving written notice on the Trustee, the trust may be revoked, altered, modified or amended in whole or in part or in any respect by the Trustor during the Trustor's lifetime. Identity of Trustor's Family Section 1.07. The Trustor is not married. The Trustor has two children, DUSTIN CAMPBELL and KRISTIN FINE. ARTICLE 2 DISTRIBUTION OF INCOME AND PRINCIPAL DURING LIFETIME OF TRUSTOR Net Income to Trustor Section 2.01. During the life of the Trustor, unless otherwise directed by the Trustor, the Trustee shall distribute in monthly or other convenient installments, all the net income from the Trust Estate to or for the benefit of the Trustor. Invasion of Corpus Section 2.02. During the life of the Trustor, should the net income of the Trust Estate be insufficient to provide for the health, maintenance or support of the Trustor, (or of any other person, whether adult or minor, dependent on the Trustor for health, maintenance or support), the Trustee 2 shall appoint in a valid will or inter vivos document specifically referring to and exercising this power of appointment. If the beneficiary does not effectively appoint all the Trust Estate, the Trustee shall distribute the remaining Trust Estate in equal shares to the beneficiary's surviving issue, by right of representation. If the beneficiary dies without issue surviving, the remaining Trust Estate shall be distributed equally to the Trustors' then surviving issue by right of representation. However, if any person entitled to a distribution upon termination of a trust has not attained 25 years of age, the share of such person shall be held in a separate trust pursuant to the same terms and conditions as provided in this section or augment any existing trust then administered by the Trustee for such person. Distribution of Income Section 3.04. Any. income earned subsequent to the death of the Trustor and prior to distribution (hereinafter referred to as the "administration period ") shall, at the Trustee's discretion, be retained by the Trustee and distributed concurrently with the Trust principal to the residuary beneficiaries in the same proportions as each residuary beneficiaries' share of principal, or distributed to the residuary beneficiaries during the administration period in the same proportions as each residuary beneficiary's expected share of principal. ARTICLE 4 POWERS OF THE TRUSTEE Retain Investments of Trustor Section 4.01. During the life of the Trustor, the Trustee is authorized to retain in any trust provided for in this Declaration for so long as the Trustee may deem advisable and in the best interest of such trust any property received by Trustee from the Trustor whether or not such property is of the character permitted by law for the investment of trust funds. Management of Trust Property Section 4.02. The Trustee shall with respect to any and all property which may at any time be held by the Trustee in trust pursuant to this Declaration, whether such property constitutes principal or accumulated income of any trust provided for in this Declaration, have exercisable in the Trustee's discretion at any time and from time to time on such terms and in such manner as the M Trustee may deem advisable, the following powers: 1. To continue to hold any property, although not of a type or quality nor constituting a diversification considered proper for trust investments, including the Trustee's own stock, and to operate at the risk of the trust estate and not at the risk of the Trustee, any property or business received in this trust, as long as the Trustee may deem advisable, the profits and losses therefrom to inure or be chargeable to the trust estate as a whole and not to the Trustee. 2. To invest and reinvest the principal and income and to purchase or acquire therewith every kind of property, real, personal or mixed, and every kind of investment, specifically including, but not by way of limitation, participation in any common trust fund, corporate obligations of every kind, stocks, preferred or common, shares of investment trusts, investment companies and mutual funds and mortgage participations, notes, mortgages and deeds of trust. The Trust Estate may be invested without regard to forms of investment that a trustee may otherwise be permitted to make by law, and the investments need not be diversified. 3. To manage, control, sell, convey, exchange, partition, divide, subdivide, improve, repair; to grant options and to sell upon deferred payments; to lease for terms within or extending beyond the duration of this trust for any purpose; to create restrictions, easements, and other servitudes. 4. To advance funds to this trust for any trust purpose, such advances with interest at the current rates to be a first lien on and to be repaid out of principal or income; to reimburse from principal or income for any loss or expense incurred by reason of ownership or holding of any property in this trust. 5. To compromise, arbitrate or otherwise adjust claims in favor of or against the trust; to carry such insurance as the Trustee may deem advisable. 6. To borrow money for any trust purpose upon such terms and conditions as the Trustee may deem proper; and to obligate the trust estate for repayment; to encumber the trust estate or any of its property by mortgage, deed of trust, pledge or otherwise, using such procedures to consummate the transaction as the Trustee may deem advisable. 7. To make payments to any beneficiary under disability by making them to the guardian of the person of the beneficiary or to the parent of the beneficiary, if a minor, or may apply N them for the beneficiary's benefit. Sums necessary for support and education may be paid directly to minor beneficiaries, who, in the judgement of the Trustee, have attained sufficient age and discretion to render it probable that the monies will be properly expended. 8. To have respecting securities all the rights, powers and privileges of an owner, including the power to give proxies, pay assessments and other sums deemed by the Trustee necessary for the protection of the Trust Estate; to participate in voting trusts, pooling agreements, foreclosures, reorganizations, consolidations, mergers and liquidations; and in connection therewith to deposit securities with and transfer title to any protective or other committee under such terms as the Trustee may deem advisable; to exercise or sell stock subscription or conversion rights; to accept and retain as an investment any securities or other property received through the exercise of any of the foregoing powers, regardless of any limitations elsewhere in this instrument relative to investments by the Trustee. 9. To hold properties in the name of the Trustee or in the name of a nominee, with or without disclosure of fiduciary relationship, the Trustee being responsible for the acts of any such nominee affecting such property. 10. To sell such property as the Trustee may deem necessary to make division or distribution, and to partition, allot and distribute the trust estate in undivided interests or in kind, or partly in money and partly in kind, at valuations reasonably determined by the Trustee. 11. To budget the estimated annual income and expenses of the trust in such manner as to equalize, as far as practicable, periodic income payments to beneficiaries. 12. To determine what is principal, gross income or net distributable income and to charge the premium of any security purchased at a premium either against income and partly against principal as may be deemed best by the Trustee. 13. To terminate in the discretion of the Trustee this trust or any separate trust held for a beneficiary, if created, if the fair market value of the trust or any separate trust at any time becomes less than Twenty Thousand Dollars ($20,000.00) and, regardless of the age of the beneficiary, to distribute the principal and any accrued or undistributed net income to the remainder beneficiary, or to a guardian, conservator, or other fiduciary of the remainder beneficiary. 14. Any one Co- Trustee shall have the power to receive and endorse for deposit into VA a Trust account any check, draft, or security delivered to the Co- Trustee as a part of the Trust Estate. Any such act by a Co- Trustee shall be binding upon the Trust Estate and may be relied on by third parties. 15. The Trustee may open and maintain every kind of account with any bank, savings and loan association, credit union, stock brokerage firm, or other financial institution, and any Trustee who is also a Trustor, may authorize any person or persons to withdraw or disburse money from any trust account for any trust purpose, the Trustee being responsible for the acts of such persons affecting such accounts. 16. The Trustee may guarantee any loan made by the Trustor or a third parry and may obligate the trust estate for repayment; the Trustee may encumber the trust estate or any of its property by mortgage, deed of trust, pledge or otherwise to secure any such guarantee. Manner of Holding Trust Securities Section 4.03. The Trustee may hold securities or other property held by Trustee in trust pursuant to this Declaration in Trustee's name as Trustee under this Declaration, in Trustee's own name without a designation showing it to be Trustee under this Declaration, in the name of Trustee's nominee, or the Trustee may hold such securities unregistered in such condition that ownership will pass by delivery. Allocation of Principal and Income Section 4.04. Except as otherwise specifically provided in this Declaration, the Trustee shall allocate all receipts and expenditures received or incurred by Trustee in administering any trust provided for in this Declaration to the income or principal of each such trust in the manner provided by the Revised Uniform Principal and Income Act in the State of California then existing. Power of Attorney Section 4.05. The Trustee may execute and grant a revocable power of attorney to any individual to transact investment and management functions of the Trust as provided in Probate Code sections 16012 (c) and 16052. The power of attorney may grant to the attorney -in -fact all the powers that the Trustee has relating to the investment and management functions of the trust. Power to Divide Section 4.06. The Trustee shall have discretionary power from time to time, without need of court approval, to divide any trust or trusts under this document for Generation Skipping Transfer Tax purposes or for any other tax, administrative, or other purposes. In exercising this authority the power shall be exercised in a manner that complies with the Internal Revenue Code, Treasury Regulations, Rulings or other requirements for accomplishing the intended purpose(s). Action By Only One Co- Trustee Section 4.07. Either of the Co- Trustees, acting alone, without notice to the other Trustee, may exercise any of the Trustee's powers authorized in this document. Either of the Co- Trustee's are authorized to establish accounts at financial institutions and accounts with security brokers that require the signature of only one Co- Trustee, but not both, in order to deposit or withdraw, to or from, such accounts. The Co- Trustees are authorized to hold other properties in the name of either Co- Trustee. ARTICLE 5 ADMINISTRATIVE PROVISIONS Periodic Accounts Section 5.01. During the Trustor's lifetime, the Trustee shall account only to the Trustor (or to the Trustor's conservator of the person) and written approval shall be final and conclusive for transactions disclosed in the account concerning all beneficiaries, including unborn, unascertained, and contingent beneficiaries. The Trustee shall render accountings for each irrevocable trust created under this instrument to the adult beneficiaries who from time to time are entitled or authorized (in the Trustee's discretion) to receive distributions from the trust and to the adult beneficiaries who from time to time would be entitled to distribution of the remainder, if the remainder were then distributed. Such accountings shall be rendered from time to time but not less frequently than annually. Unless any beneficiary, including parents, guardians, or conservators of beneficiaries shall deliver a written objection to the Trustee within 180 days after the Trustee shall have given the accounting, the accounting shall be final and conclusive in respect to the transactions disclosed in the accounting as to all beneficiaries of the trust, including unborn, unascertained, and contingent beneficiaries. After settlement of an accounting by agreement of the parties objecting to it, or by expiration of the 180 6 AGREEMENT TO PROVIDE SERVICES THIS AGREEMENT is made and entered into as of the date of execution by the City of Encinitas, a municipal corporation, hereinafter referred to as "CITY ", and Berryman & Henigar, Inc., hereinafter referred to as "PROVIDER" RECITALS The CITY requires outside assistance to provide the following services: Surveying and Mapping Services, Conceptual Alignment and Landscaping Design, Street Improvement Plans, Landscaping and Irrigation Plans, Signal Modification Plans, Traffic Control Plans, Signing and Striping Plans, including construction drawings, project specifications, and cost estimate for the widening of Quail Gardens Drive in the City of Encinitas. PROVIDER represents itself as possessing the necessary skills and qualifications to provide the services required by the CITY; NOW THEREFORE, in consideration of these recitals and the mutual covenants contained herein, the CITY and PROVIDER agree as follows: 1.0 TERM OF AGREEMENT 1.1 This AGREEMENT shall be effective on and from the day, month and year of the execution of this document by the CITY. 1.2 PROVIDER shall commence the performance of the services on March 6, 2000 and shall continue such services until all tasks to be performed are completed, or this AGREEMENT is otherwise terminated. PROVIDER shall complete the services and provide the final submittal no later than August 1, 2000. 2.0 PROVIDER'S OBLIGATIONS (ATTACHMENT A) 2.1 PROVIDER shall provide the CITY with the following services: Street Improvement Plans, Landscaping and Irrigation Plans, Legal Plats and Descriptions, and Topographic Surveying The specific manner in which the performed is described in Attachment "A ", hereto, and incorporated herein as though length, collectively hereinafter referred SERVICES ". ;ervices are to be which is attached fully set forth at to as "DESCRIBED 2.2 PROVIDER shall perform all work required to accomplish the DESCRIBED SERVICES in conformity with applicable requirements of law: Federal, State, and local. P: \15544 \MS Word Files\ Letters \Agreement_Rev'd_031600.DOC 1 2.3 PROVIDER is hired to render the DESCRIBED SERVICES and any payments made to PROVIDER are compensation fully for such services. 2.4 PROVIDER shall maintain professional certifications as required in order to properly comply with all CITY, State, and Federal law. 3.0 PAYMENT FOR SERVICES (ATTACHMENT B Payment to PROVIDER to render the DESCRIBED SERVICES hereunder shall be as set forth in Attachment "B" which is attached hereto and incorporated herein as though fully set forth at length. 4.0 SUBCONTRACTING (ATTACHMENT C) 4.1 If PROVIDER subcontracts for any of the work to be performed under this AGREEMENT, PROVIDER shall be as fully responsible to the CITY for the negligent acts and omissions of PROVIDER'S subcontractors and for the persons either directly or indirectly employed by the subcontractors, as PROVIDER is for the negligent acts and omissions of persons directly employed by PROVIDER. Nothing contained in the AGREEMENT shall create any contractual relationship between any subcontractor of PROVIDER and the CITY. PROVIDER shall bind every subcontractor to the terms of the AGREEMENT applicable to PROVIDER'S work unless specifically noted to the contrary in the subcontract in question and approved in writing by the CITY. 4.2 The name and location of the place of business of each subcontractor who will perform work or labor or render service to the PROVIDER in performing this AGREEMENT are contained in Attachment "C" which is attached hereto and incorporated herein as though fully set forth at length. 5.0 ADDITIONAL SERVICES PROVIDER shall not perform work in excess of the DESCRIBED SERVICES without the prior written approval of the CITY. All requests for extra work shall be by written Change Order submitted to the CITY prior to the commencement of such work. 6.0 VERBAL AGREEMENT OR CONVERSATION No verbal agreement or conversation with any officer, agent or employee of the CITY, either before, during or after the execution of this AGREEMENT, shall effect or modify any of the terms or obligations herein contained nor shall such verbal agreement or conversation entitle PROVIDER to any additional payment whatsoever. P: \15544 \MS Word Files\ Letters \Agreement_Rev'd_031600.DOC 2 7.0 TERMINATION OF AGREEMENT 7.1 In the event of PROVIDER'S failure to prosecute, deliver, or perform the DESCRIBED SERVICES, the CITY may terminate this AGREEMENT by notifying PROVIDER by certified mail of said termination. There upon, PROVIDER shall cease work and within five working days: (1) assemble all documents owned by the CITY and in PROVIDER'S possession and deliver said documents to the CITY and (2) place all, work in progress in a safe and protected condition. The City Manager shall make a determination of the percentage of work which PROVIDER has performed which is usable and of worth to the CITY. Based upon that finding, the CITY shall determine any final payment due to PROVIDER. 7.2 This AGREEMENT may be terminated by either party, without cause, upon the giving of thirty (30) days written notice to the other party. Prior to the 30th day following the giving of the notice, the PROVIDER shall: (1) assemble the completed work product to date, and put same in order for proper filing and closing, and deliver said product to the CITY and (2) place all work in progress in a safe and protected condition. Based upon that finding, the CITY shall determine any final payment due to the PROVIDER. 8.0 COVENANTS AGAINST CONTINGENT FEES PROVIDER warrants that it has not employed or retained any company or person, other than a bona fide employee working for PROVIDER, to solicit or secure this AGREEMENT, and that PROVIDER has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon or resulting from, the award or making of this AGREEMENT. For breach or violation of this warranty, the CITY shall have the right to terminate this AGREEMENT without liability, or, at the CITY'S discretion to deduct from the AGREEMENT price or consideration, or otherwise recover the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee. 9.0 OWNERSHIP OF DOCUMENTS 9.1 All computer data bases, computer drawing files, plans, studies, sketches, drawings, reports and specifications as herein required are the property of the CITY, whether or not the CITY proceeds with the project for which such documents are prepared. 9.2 If the CITY reuses such documents for any reason other than for the project for which they are prepared, without PROVIDER's prior written authorization, which shall not be unreasonably withheld, the CITY waives any claim against PROVIDER for such unauthorized use and will indemnify and hold PROVIDER harmless from any claim or liability for injury or loss allegedly arising from the CITY's unauthorized use of such documents. P: \15544 \MS Word Files\ Letters \Agreement_Rev'd_031600.DOC 3 10.0 STATUS OF PROVIDER PROVIDER shall perform the services provided for herein in a manner of PROVIDER's own choice, as an independent contractor and in pursuit of PROVIDER's independent calling, and not as an employee of the CITY. PROVIDER shall be under control of the CITY only as to the result to be accomplished and the personnel assigned to the project. However, PROVIDER shall confer with the CITY. 11.0 ASSIGNMENT OF CONTRACT PROVIDER is without right AGREEMENT or any part thereof or the prior written consent of unreasonably withheld. 12.0 HOLD HARMLESS to and shall not assign this any monies due hereunder without the CITY which shall not be 12.1 PROVIDER agrees to indemnify and hold the CITY and CITY's officers, officials, employees and agents harmless from, and against any and all liabilities, claims, demands, causes of action, losses, damages and costs, including all costs of defense thereof, arising out of, or in any manner connected directly or indirectly with, any negligent acts or omissions of PROVIDER or PROVIDER's agents, employees, subcontractors, officials, officers or representatives. PROVIDER's obligation herein includes, but is not limited to, alleged defects in the services delivered by PROVIDER. Upon demand, PROVIDER shall, at its own expense, defend CITY and CITY's officers, officials, employees and agents, from and against any and all such liabilities, claims, demands, causes of action, losses, damages and costs. 12.2 PROVIDER's obligation herein does not extend to liabilities, claims, demands, causes of action, losses, damages or costs that arise out of the CITY's intentional wrongful acts, CITY's violations of law, or the CITY's sole active negligence. 13.0 INSURANCE 13.1 PROVIDER shall obtain, and during the term of this AGREEMENT shall maintain, policies of liability, automobile liability, public liability, general liability and property damage insurance from an insurance company authorized to be in business in the State of California, in an insurable amount of not less than one million dollars ($1,000,000) for each occurrence. The insurance policies shall provide that the policies shall remain in full force during the life of this AGREEMENT and shall not be canceled, terminated, or allowed to expire without thirty days prior written notice to the CITY from the insurance company. 13.2 The CITY shall be named as an additional insured on these policies. P: \15544 \MS Word Files\ Letters \Agreement_Rev'd_031600.DOC 4 13.3 Before PROVIDER shall employ any person or persons in the performance of the AGREEMENT, PROVIDER shall procure a policy of Worker's Compensation Insurance as required by the Labor Code of the State of California. 13.4 PROVIDER shall furnish certificates of said insurance to the CITY prior to commencement of work under this AGREEMENT. 14.0 DISPUTES 14.1 If a dispute should arise regarding the performance of this AGREEMENT, the following procedures shall be used to address any question of fact or interpretation not otherwise settled by agreement between the parties. Such questions, if they become identified as part of a dispute between persons operating under the provisions of the AGREEMENT, shall be reduced to writing by the complaining party. A copy of such documented dispute shall be forwarded to the other party involved along with recommended methods of resolution. The party receiving the letter shall reply to the letter along with a recommended method of resolution within ten (10) days of receipt of the letter. 14.2 If the dispute is not resolved, the aggrieved party shall send to the CITY's Manager a letter outlining the dispute for Manager's resolution. 14.3 If the dispute exhausted the procedures seek remedies available to 15.0 NOTICE 15.1 Any notices to otherwise, shall be served remains unresolved and parties have :)f this section, the parties may then them at law. be given under this AGREEMENT, or by certified mail. 15.2 For the purposes hereof, unless otherwise provided in writing by the parties hereto, the address of CITY and the proper person to receive any notice an the CITY's behalf is: Alan Archibald Director of Engineering Services City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 15.3 For the purposes hereof, unless otherwise provided in writing by the parties hereto, the address of PROVIDER and the proper person to receive any notice on the PROVIDER's behalf is: Scott Kvandal Executive Vice President Berryman & Henigar, Inc. 11590 West Bernardo Ct., Ste. 100 San Diego, CA 92127 -1624 P: \15544 \MS Word Files \Letters \Agreement Revd 031600.DOC 5 17.0 ATTORNEY'S FEES In the event that one party incurs expenses, including attorney's fees and costs, in enforcing the provisions of this AGREEMENT, such party shall be entitled to recover from the other party reimbursement for those costs including reasonable attorney's fees. 18.0 PROVIDER'S CERTIFICATION OF AWARENESS OF IMMIGRATION REFORM AND CONTROL ACT OF 1986 PROVIDER certifies that PROVIDER is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC §§ 1101 -) and has complied and will comply with these requirements, including but not limited to verifying the eligibility for employment of all agents, employees, subcontractors and consultants that are included in this AGREEMENT. PROVIDER: CITY: Berryman & enigar, Inc. By: Kva dal Date Executive Vice President C'ty of Enc'nitas ( L � 3 !? /,� an Archibald, P.E. ate Dir. of Engineering Services P: \15544 \MS Word Files \Letters \Agreement Revd 031600.DOC 6 ATTACHMENT "A" Scope Of Work PROVIDER shall perform the services in the following manner: PHASE 1 PRELIMINARY DESIGN & CONSENSUS BUILDING Task 1.1 Project Management • Kick -off meeting with the subconsultants to establish lines of communication, further define project issues, affirm project goals, and develop project milestones. • Pre - Project Memorandum will define technical approach, design parameters, and a project schedule. • Coordinate on an interim basis with CITY, subconsultants, which includes a geotechnical engineer, a traffic engineer and a landscape architect. • Coordinate with SDG &E, San Dieguito Water District and other impacted utility companies, adjacent property owners, throughout project design in order to minimize impact to their facilities. • Research existing data such as: road improvement plans, signal plans, utility plans and legal property documents. • Develop presentation exhibits and provide the CITY with multiple design alternatives reflecting various alignments including right -of -way take. • Develop budget level construction cost estimates for each alternative. Deliverables: Pre - Project Memorandum, Progress Reports, Correspondence, Alignment Exhibits. Task 1.2 Field Survey /Aerial Map pin • Review Title reports as provided by the CITY • Obtain Assessor Maps • Review existing improvement plans and maps • Perform ground control aerial target layout • Perform aerial survey and photogrametry • Locate items such as manholes, valve cans, meters, pedestals, critical spot elevations, power poles, and miscellaneous features. • Locate boundary information such as right -of -way, property lines, and easements. Task 1.3 Base Mapping • Locate items such as manholes, valve cans, meters, pedestals, critical spot elevations, power poles, and miscellaneous features. P: \15544 \MS Word Files \Letters \Agreement Revd 031600.DOC 7 • Locate boundary information lines, and easements. • Review existing improvement such as right -of -way, property plans and maps Deliverables: Hard and electronic copy (AutoCAD R14) of base map depicting all topographic, planimetric and boundary information to be included in improvement plans. Task 1.4 Signal Analysis • Based on capacity analysis model the intersection to include three through Boulevard with 20' outside lanes, 20' Westlake and Quail Gardens, dedicated Encinitas Boulevard for Quail Gardens revised signalized lanes on Encinitas wide through lane on left turn lane at and Westlake. Deliverables: Preliminary drainage system layout depicted in preliminary improvement plans. Task 1.5 Drainage Analysis • Review capacity of existing culvert beneath Quail Gardens • Determine drainage patterns drain the roadway. Determine Rational Method and develop in a written format. underground system including box Drive. and inlet locations to properly flows based on San Diego County hydraulic calculations. Finalize • Layout drainage improvements to include inlets, pipes, curbs, v- ditches and miscellaneous structures. Deliverables: Preliminary drainage system layout depicted in preliminary improvement plans including calculations. Task 1.6 Geotechnical Analysis • Review pertinent reference documents of site conditions • Perform a geotechnical reconnaissance of the site with Underground Service Alert and CITY staff. • Perform exploratory borings, log borings • Perform • Develop pavement • Provide and samples • geotechnical analyze of data • preliminary report of findings with slope analysis, design, retaining wall analysis, an fill analysis. traffic control during field investigation Deliverable: Geotechnical Report Task 1.7 Retaining Wall Analysis • Determine the need for and layout of retaining walls. Present retaining wall options such as: CMU, poured in -place concrete, crib walls, etc. P: \15544 \MS Word Files \Letters \Agreement Revd 031600.DOc 8 Task 1.8 Roadway Alignment Analysis • Based on a CITY - provided design speed and right -of -way width, develop preliminary plan and profile sheets with cross - sections. • The design will use the Caltrans Highway Design Manual as a guideline. • Other design considerations include right -of -way take, aesthetics, utility conflicts and construction costs. Deliverables: Multiple plan /profile alignment exhibits Task 1.9 Landscape Architecture Exhibits • Develop planting plan for the slopes, parkway and median. Deliverables: Planting exhibits Task 1.10 City Council Presentation • Attend City Council meeting to answer community questions and obtain alignment approval. PHASE 2 FINAL DESIGN AND CONSTRUCTION DOCUMENTS Task 2.1 Project Management • Perform similar project management and coordination activities as stipulated in Task 1.1. Deliverables: Monthly progress reports, agenda preparation and minutes of those meetings. Task 2.2 Traffic Signal Modification /Signing &Striping /Traffic Control Plans • Finalize signalized modification at Encinitas Boulevard. • Develop signing and striping plans. • Prepare traffic control plans depicting the staging and detouring during construction. Deliverables: Estimate ✓ (1) Signal Modification @ 1" =201; ✓ (2) Signing & Striping @ 1" =40' to include notes and details; ✓ (3) Traffic Control @ 1" =40' to include notes and details. Task 2.3 Drainage Design • Finalize drainage improvements to include inlets, pipes, v- ditches and miscellaneous structures. Include details for drainage structures as required. Finalize calculations to size pipes, inlets and ditches. Deliverables: To be included on final street plan and profile sheets. P: \15544 \MS Word Files \Letters \Agreement Revd 031600.DOC 9 Task 2.4 Geotechnical Design Review & Optional Asphalt Coring • Review design documents for compliance with geotechnical recommendations. • Finalize Geotechnical Report. Deliverables: Final Geotechnical Report. Task 2.5 Retaining Wall Analysis • Develop profile sheet for the construction of retaining walls. • Develop final structural calculations. Deliverables: To be included on final street plan and profile sheets. Task 2.6 Street Improvement Plans • Based on an approved alignment, finalize street improvement plans. • The design will use the Caltrans Highway Design Manual as a guideline. • Other design considerations include right -of -way take, aesthetics, utility conflicts and construction costs. • Plan /Profile Sheets to include but will not be limited to the following elements: horizontal /vertical control, sidewalks, pavement design, median design, street lighting, curb and gutter, drainage elements, 8 -inch reclaimed water line, miscellaneous utility relocations, underground /overhead power lines layouts per SDG &E, slopes, retaining walls, driveway transitions, traffic control plans, signing and striping plans. signal modification plans. • Prepare Engineer's Opinion of Probable Construction Costs • Prepare technical specifications, (Construction Specification Institute Format for Division 2 through 16) to compliment the improvement plans. "Bu Deliveaables: One set of Mylars (24 1lx3611) ✓ (1) title sheet, notes, legend, symbols ✓ (1) index map and typical sections, ✓ (6) street plan /profile sheets @ 1" =2011 ✓ (1) retaining wall profiles and sections, ✓ (2) detail sheets, ✓ (3) street cross - sections sheets @ 1" =20 ✓ specifications, (electronic MS Word 97 and hard copy) ✓ construction cost estimate (electronic MS Excel 97 and hard copy) Task 2.7 Landscaping Planting & Irrigation Plans • Develop plant material for the median, parkway and slopes. • Develop an irrigation plan for the median, parkway and slopes. P: \15544 \MS Word Files \Letters \Agreement Rev'd 031600.DOC 10 Deliverables: One set of Mylars (24" x3611) ✓ (1) sheet, notes, legend, symbols ✓ (2) planting sheets @ 1" =40' ✓ (2) irrigation sheet @ 1" =40' ✓ (1) landscape details Task 2.8 Right -of -Way Engineering • Develop legal descriptions including Title Report coordination (19 parcels) • Develop legal plats including analysis and calculations (19 parcels) Deliverables: One set of Mylars ✓ (19) Plats and Legal Descriptions Data and Assumptions 1. PROVIDER shall submit two copies of preliminary plans, specifications, and construction estimate. 2. PROVIDER shall meet with the City Engineering Staff periodocally to review PS& E package 3. PROVIDER shall submit one set of final mylars, specification and construction estimates. 4. The PROVIDER will provide a list of Assessor Parcel Numbers to the CITY so they can procure all title reports. 5. The PROVIDER may attend Community Workshops, Planning Workshops, Sub - Committee Workshops as needed by the CITY. Such attendance shall constitute and extra and be billed as part of the contingency fee as shown on Attachment "B ". Additional time beyond the contingency amount shall constitute an extra and be billed hourly based on Time and Material rates also shown on Attachment "B ". 6. The PROVIDER anticipates attending up to 10 meetings, not including the City Council Meeting, during the life of this project to coordinate directly with the City Project Manager and /or Engineering Staff. Any additional meetings will be billed on a hourly rate based on the Attachment "B ". 7. The CITY to provide "boiler plate" standard language for contract documents, bond forms and general provisions (Division 1) in electronic format. 8. The PROVIDER shall coordinate with the CITY's Environmental Consultant. P: \15544 \MS Word Files \Letters \Agreement Rev'd 031600.DOC 11 ATTACHMENT "B" Payment for Services The CITY shall pay PROVIDER for the DESCRIBED SERVICES as follows: Design Services per Attachment "A" $162,681 Breakdown 2.1 Project Management Phase 1 $5,491 2.2 Field Survey /Aerial Mapping 23,592 2.3 Base Mapping 5,808 2.4 Signal Analysis 1,100 2.5 Drainage Analysis 3,808 2.6 Geotechnical Analysis 6,912 2.7 Retaining Wall Analysis 1,920 2.8 Alignment Analysis 9,656 2.9 Landscape Exhibits 3,780 3.1 Project Management Phase 2 7,920 3.2 Signal Modification, Signing /Striping, 12,830 Traffic Control 3.3 Drainage Design 5,837 3.4 Geotechnical Review 1,200 3.5 Retaining Wall Design 4,572 3.6 Street Improvement Plans 31,232 3.7 Landscape and Irrigation 17,982 3.8 ROW Engineering 19,041 TOTAL $162,681 Contingencies: The CITY has included in their budget a contingency fee of $9319. This fee will only be exercised under the CITY's written authorization. Additional Services: Time and Materials Senior Vice President of Engineering ($167 /hr) Project Manager ($118 /hr) Landscape Architect ($100 /hr) Engineer III ($92 /hr) CAD III ($81 /hr) Word Processor ($69 /hr) P: \15544 \MS Word Files \Letters \Agreement Revd 031600.DOC 12 Name Ralph Stone & Assoc. Leighton & Assoc ATTACHMENT "C" Subcontractors Business Address 777 S. Hwy 101, Ste 201 Solana Beach, CA 92705 Work to be Done Landscape and Irrigation 3934 Murphy Canyon Rd., B205 Geotechnical San Diego, CA 92123 -4425 Services P: \15544 \MS Word Files \Letters \Agreement Revd 031600.DOC 13 DISCLOSURE INFORMATION PROVIDER understands that PROVIDER may qualify as a "public official" who must file a Statement of Economic Interest disclosing interests, that pose a potential conflict of interest. The CITY's Conflict of Interest Code directs the Manager to make a determination based on one or more of the following questions: 1. Does PROVIDER, or an employee who participates in the project, have a financial interest in real property in the vicinity of the project? No 2. Does PROVIDER, or an employee who participates in the project, have a financial interest in a business in the CITY which may be financially affected by the project? No 3. Does PROVIDER, or an employee who participates in the project, derive an income from real property or a business which may be affected by the project? No 4. Does spouse of PROVIDER, or spouse of an employee who participates in the project, have a financial interest in real property or a business which may be affected by the project? No P: \15544 \MS Word Files \Letters \Agreement Revd 031600.DOC 14 City of �� - -% Encinitas January 7, 1999 Dru J. Mayers, RCE Vice President, Project Management Hunsaker and Associates Irvine, Inc. Three Hughes Irvine, CA 92618 -2021 Dear Mr. Mayers: In reponse to your December 2, 1998 correspondence it is not clear to me if the scope of work included the portion of Encinitas Boulevard west of Quail Garden Drive to connect to our recent Encinitas Boulevard project. In addition, all proposed storm drains or modifications to existing storm drains must be included the design fee. The traffic signal at Quail Gardens Drive and Encinitas Boulevard will require modification and the design cost for this work should also be included. Also, legal descriptions and right -of -way plats and retaining wall designs are all required elements of the project. Design for the reclaimed water line from the south boundary of the Encinitas Ranch Specific Plan to its connection north on Encinitas Boulevard must also be included in the project design cost. At this time it is not conclusive that an Army Corps permit or Fish and Game permit will be needed for this portion of Quail Gardens Drive. Therefore, this should be left on a time and material basis. If these additional but required services significantly increase your proposed fee, then we should discuss this matter as soon as possible. If you have any questions, please call me at (760) 633 -2775. Sincerely, Lloyd Holt Sr. Civil Engineer gc6055 *4 recycled oaper PLANNING ENGINEERING SURVEYING GOVERNMENT RELATIONS IRVINE LAS VEGAS RIVERSIDE SAN DIEGO HUNSAKER &ASSOCIATES I R V I N E. I N C. December 3, 1998 Mr. Alan Archibald CITY OF ENCINITAS 555 S. Vulcan Avenue Encinitas, CA 92024 -3633 Subject: Quail Gardens Drive From Encinitas Blvd. to the Southerly Boundary of the Encinitas Ranch Specific Plan Area Dear Alan: Hunsaker & Associates Irvine, Inc. is pleased to offer the following proposal for fur- nishing the civil engineering necessary to provide the services as outlined in the attached Scope of Work. Our proposal is based on our knowledge of the area in working on the Encinitas Ranch Specific Plan area. We propose to offer all civil engineering design work as outlined in Exhibit A, for a total cost of $ 102,355. Invoicing would be monthly based on a percentage of the work completed. We would expect to receive payment within thirty (30) days dfter your receipt of our invoice. .houla payment not be received within (30) days, a one and one -half percent (11/2 %) per month late fee will be charged on any unpaid balance. Thank you for this opportunity to be of further service. Very truly yours, HUNSAKER & ASSOCIATES IRVINE, INC. Dru J. Mayers, RCE Vice President, Project Management RICHARD HUNSAKER DJM:dm TOM R. McGANNON Enclosure JOHN A. MICHLER W.O. 999 -7295 DOUGLAS G. SNYDER (R: \Encinitas Ranch \Proposal \City of Encinicas — Quail Gardens Drive.doc) Three Hughes Irvine, California 92618 -2021 (949) 583 -1010 PH (949) 583 -0759 F X www. hunsaker.com Exhibit A QUAIL GARDENS DRIVE Encinitas Boulevard to Specific Plan Boundary SCOPE OF WORK To accompany proposal to the CITY OF ENCINITAS for furnishing the civil engineering necessary for Quail Gardens Drive located in Encinitas, CA. PHASE I: Preliminary Design Office Engineering: 1. Perform DOCUMENT REVIEW of existing plans and title reports as well as Assessor's Roles as they pertain to the existing street alignment .......................... ............................... $ 5,220 2. Provide an aerial TOPO SURVEY and prepare digital AutoCAD files of the existing topography along the existing street........................................................ ............................... $ 9,800 3. Prepare a PRELIMINARY ROAD ALIGNMENT of proposed Quail Gardens Drive ................................ ............................... $ 9,570 4. Provide AREA CALCS for the street right of way needing to be acquired from the adjacent property owners ..................... $ 1,740 5. Prepare an EARTHWORK quantity takeoff of the preliminary roadalignment ......................................... ............................... $ 2,175 6. Provide MEETING ATTENDANCE for coordination with the client and other design team members (Budget 40 hours)...... $ 3,480 Subtotal — Preliminary Design $ 31,985 PHASE 2: Final Design Office Engineering: 1. Prepare one 40 scale ROUGH GRADING PLAN for new Quail Gardens Drive ................................ ............................... $ 17,400 2. Prepare an EARTHWORK takeoff of the 40 scale grading plan including remedial soils quantities as provided by the soilsengineer ........................................... ............................... $ 2,610 3. Provide one (1) set of EROSION CONTROL PLANS ( Optional) ................................................ ............................... $ 4,350 4. Provide a NOTICE OF INTENT and STORM WATER POLLUTION PREVENTION PLAN ........... ............................... $ 2,700 DJM:dm (Quail Gardens Drive.doc) 8/28/98 A -1 Quail Gardens Drive, Encinitas, CA Hunsaker & Associates Irvine, Inc. City of Encinitas Exhibit A Scope of Work, cont. 5. Prepare one (1) set of 40 -scale IMPROVEMENT PLANS for QuailGardens Drive ................................ ............................... $ 21,400 6. Prepare one (1) TRAFFIC CONTROL PLAN ............................ $ 7,830 7. Prepare one (1) STRIPING & SIGNING PLAN ........................ $ 6,960 8. Prepare QUANTITY AND COST ESTIMATES for all of the construction drawings prepared by Hunsaker & Associates Irvine, Inc ................................................. ............................... $ 3,640 9. Provide MEETING ATTENDANCE as required with City staff, and other design team members. (Budget 40 hours) ............... $ 3,480 Subtotal — Office Engineering $ 70,370 GRAND TOTAL $ 102 DJM:dm (Quail Gardens Drive.doc) 8/28/98 A -2 Quail Gardens Drive, Encinitas, CA Hunsaker & Associates Irvine, Inc. City of Encinitas Exhibit A Scope of Work, cont. List of Assumptions Time and material charges will be based upon the following hourly rates: 3- Person Survey Crew ............. $ 202 2- Person Survey Crew ............. $ 166 Office....... ............................... $ 87 These rates will remain in effect until August 1999, at which time they may be subject to an increase of approximately 5 %. Any remaining portion of the contract not billed out at that time is subject to this increase. 2. Governmental Agency fees or charges are to be the responsibility of the Client. 3. This proposal does not include any traffic signal plan. 4. This proposal does not include the preparation of any storm drain plans nor hydrology study. 5. This proposal does not include the preparation of any sewer plans nor any hydraulic analysis for the sewer system. 6. Blueprints, deliveries, and other reimbursable costs are not included in this contract. Any blueprinting done through an outside company and not billed directly to the Client is subject to an additional 10% charge. 7. This proposal does not include processing through the Army Corps of Engi- neers, nor the Department of Fish & Game for permits concerning the USGS "blueline" stream running through the middle of the project. 8. The following is a summary of the insurance coverages that Hunsaker & Associates Irvine, Inc. provides and is included in our offer of this proposal: General Liability .................. $ 2,000,000 Personal Injury ..................... $ 1,000,000 Auto Liability ....................... $ 1,000,000 Professional Liability............ $ 1,000,000 Valuable Papers ................... $ 1,500,000 Upon request, we will provide a Certificate of Insurance for the insurance coverages listed above. Should you require additional coverage, the costs that we incur from our insurance carriers will be invoiced at their direct costs and are not included in our fee quoted within this proposal. 9. This proposal does not include the preparation of any legal descriptions or sketches for the acquisition of right of way. 10. This proposal does not include any retaining wall design. D)M:dm (Quail Gardens Drive.doc) 8/28/98 A -3 Quail Gardens Drive, Encinitas, CA Hunsaker & Associates Irvine, Inc. City of Encinitas Exhibit A Scope of Work, cont. 11. Additional items may need to be added to the scope of work once the Preliminary Engineering Phase is complete and a more accurate picture of what is needed can be determined. Hunsaker & Associates can either offer a proposal to furnish this additional work at that time or complete the tasks as necessary on a time and material basis. DJM:dm (Quail Gardens Drive.doc) 8/28/98 A-4 Quail Gardens Drive, Encinitas, CA Hunsaker & Associates Irvine, Inc. City of Encinitas Exhibit B QUAIL GARDENS DRIVE Encinitas Boulevard to Specific Plan Boundary DESCRIPTION OF SERVICES To accompany proposal to the CITY OF ENCINITAS for furnishing the civil engineering necessary for the Quail Gardens Drive located in Encinitas, CA. PHASE 1: Preliminary Design Preliminary Engineering 1. Document Review Hunsaker & Associates Irvine, Inc. will review the Assessor's Roles and determine which parcels are likely to be affected by the widening of Quail Gardens Drive. From this a title report will be able to be furnished by the City's Title Company which will then be reviewed by Hunsaker & Associates Irvine, Inc. to determine whether or not there are conflicting easements which will affect the street widening. Hunsaker & Associates will then plot the existing parcels using record information obtained by researching the City of Encinitas and the County of San Diego's records. All existing utilities will also be plotted using these records. 2. Topo Survey Hunsaker & Associates will obtain aerial topography in digital AutoCAD format to be used as a background for preparation of the Preliminary Road Alignment and the Rough Grading Plan. This aerial photography will have 40 scale accuracy and will extend approximately 100' beyond the limits of the road on each side. In addition, Hunsaker & Associates will field locate all pertinent connection and join points. 3. Preliminary Road Alignment Hunsaker & Associates Irvine, Inc. will use the information from Items 1 and 2 above to develop a Preliminary Road Alignment. This alignment will show both the horizontal and vertical alignment along with the adjacent lot lines plotted. A preliminary design for the grading necessary outside the right of way of the road in order to facilitate drainage as well as provide access to the properties which front onto Quail Gardens Drive will also be shown. This preliminary alignment will also show areas of right of way that need to be acquired and will show tentative alignments of utilities. DJM:dm (Quail Gardens Drive.doc) 8/28/98 B -1 Quail Gardens Drive, Encinitas, CA Hunsaker & Associates Irvine, Inc. City of Encinitas Exhibit B Description of Services, cont. 4. Area Calcs Utilizing the Preliminary Road Alignment Hunsaker & Associates Irvine, Inc. will calculate the areas of the adjacent properties which need to be acquired. S. Earthwork Hunsaker & Associates will perform one .0) earthwork quantity takeoff based on the Preliminary Road Alignment prepared by our office. This earthwork analysis will include raw volumes only for balance purposes. Remedial earthwork quantities will be figured after the preparation of construction drawings and the preparation of a soils report. 6. Meeting Attendance Hunsaker & Associates will attend meetings with the City staff and other design team members in order to facilitate design interface and to maintain coordination with other involved consultants (i.e., Soils Engineer, Landscape Architect, etc.). Forty (40) hours of meeting time have been budgeted and will be billed on a time and materials basis. Meeting time required beyond 40 hours will be considered as additional services. PHASE 2: Final Design Office Engineering 1. Rough Grading Plan Using base topographic information in AutoCAD format, Hunsaker & Associates will prepare the rough grading plans, at a scale of 1" = 40' for Quail Gardens Drive, in accordance with the City of Encinitas standards. The City's Soils Engineer shall provide shrinkage, subsidence and any pertinent corrective grading information to be incorporated into the rough grading plans. An erosion control plan will be included as part of the rough grading plan package (see Item 3, below). Retaining walls, if necessary, will be shown but are not included in the design. A separate design will be done for the retaining walls, if necessary, on a time an material basis. 2. Earthwork Hunsaker & Associates will perform one (1) earthwork quantity takeoff based on the Rough Grading Plans prepared by our office. This earthwork analysis will include raw volumes and remedial quantities calculated from the recommendations outlined in the soils report. D)M:dm (Quail Gardens Drive.doc) 8/28/98 B -2 Quail Gardens Drive, Encinitas, CA Hunsaker & Associates Irvine, Inc. City of Encinitas Exhibit B Description of Services, cont. 3. Erosion Control Plans Hunsaker & Associates will prepare an Erosion Control Plan which will be included as the last sheet(s) in the Rough Grading Plan. This plan will show the schematic location of rows of sandbags needed to prevent undue erosion of the graded site during construction. It will also include the sizing and design for desilting basins if necessary. 4. Notice of Intent (NOI) & Storm Water Pollution Prevention Plan ( SWPPP) Hunsaker & Associates will prepare the NPDES exhibits and SWPPP required, using the rough grading and erosion control plans as a base. These plans, along with the standard documents, will be used to process the NPDES permit. Hunsaker & Associates will prepare the required exhibits (2), along with the supporting data, for the NO[, which will need to be filed to obtain the National Pollutant Discharge Elimination System permit. 5. Improvement Plans At a scale of V= 40', Hunsaker & Associates will prepare both plan and profile design of the proposed street improvements for the project. The street design will be prepared in accordance with the City of Encinitas standards and the proposed street sections shown on the Preliminary Road Alignment. Improvements will not include sewer, water, or storm drain design because it is likely that these facilities are already existing for this stretch of Quail Gardens Drive. Should any new facilities be required, Hunsaker & Associates Irvine, Inc. will design these as an extra to the contract on a time and material basis and will incorporate them into the final construction plans. 6. Traffic Control Plan Hunsaker & Associates Irvine, Inc. will prepare a traffic control plan, if required by the City, in order to provide access to the adjacent parcels during the construction of the future street improvements. This item may also be made a part of the contractor's responsibility that he must be include in his bid on the project, in which case it can be eliminated from the engineering design contract. 7. Striping & Signing Plan Hunsaker & Associate Irvine, Inc. will prepare a Striping & Signing Plan at a scale of 1" = 40' to be included in the set of construction drawings. This plan will detail any striping and signage necessary for the final operation of the street. This plan will be prepared in accordance with the standards of the City of Encinitas and the State of California Department of Transportation. DJM:dm (Quail Gardens Drive.doc) 8/28/98 B -3 Quail Gardens Drive, Encinitas, CA Hunsaker & Associates Irvine, Inc. City of Encinitas Exhibit B Description of Services, cont. 8. Quantity and Cost Estimates An Engineer's opinion of construction costs will be prepared based on the engineering plans prepared by our office. This estimate will be done at the City's request. This includes a maximum of 2 updates, if required. Unit prices will be based on the best information available at the time, or it may be based on unit prices provided by the City. Calculated costs may not necessarily reflect actual construction costs. Hunsaker & Associates makes no guarantee as to actual construction costs. 9. Meeting Attendance Hunsaker & Associates will attend meetings with the City staff other design team members in order to facilitate design interface and to maintain coordination with other involved consultants (i.e., Soils Engineer, Landscape Architect, etc.). Forty (40) hours of meeting time have been assumed and will be billed on a time and materials basis. Meeting time required beyond 40 hours will be considered as additional services. DJM:dm (Quail Gardens Drive.doc) 8/28/98 B-4 Quail Gardens Drive, Encinitas, CA Hunsaker & Associates Irvine, Inc. City of Encinitas The Power to Change The Power to Build March 16, 2000 Mr. Masih Maher Senior Civil Engineer City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 -3633 Subject: Agreement to Provide Services Dear Mr. Maher: I have attached four signed copies of our "Agreement to Provide Service" with the modifications per your request as indicated in your March 13, 2000 transmittal. Sincerely, Berry, an & Hriga Robert Schneider, P.E. Project Manager P: \15544 \MS Word Files \Letters \Maher Agreement cover letter.doc 11590 West Bernardo Court, Suite 100, San Diego, CA 92127 -1624 (858) 451 -6100 ♦ Fax (858) 451 -2846 ♦ www.bhiine.com An Equal Opportunity Employer city of Encinitas January 14, 2000 Kimley -Horn Dennis Landall FAX: 619- 234 -9411 RE: Request for Proposal for Quail Gardens Drive, Encinitas, CA Dear Sirs: The City of Encinitas is requesting proposals for the design of Quail Gardens Drive between Encinitas Boulevard and the southerly boundary of the Encinitas Ranch Specific Plan, approximately 3,000' long. The project scope is outlined in the attached Exhibit "A ". Quail Gardens Drive's cross section has been established within Encinitas Ranch and it is anticipated that similar geometry will be used for this project. The Quail Gardens Drive right of way will be 60' to 65' wide. The curb to curb width is 44' with a 12' wide center median. The street cross section is available at the City of Encinitas for your review. In the proposal, the consultant shall include Statement of Qualifications for all team members involved in the project, project schedule, which shall include all tasks necessary to complete the project, summary of experience in working on governmental capital improvement projects, (include dollar value of each project) and proposal to design Quail Gardens Drive project. Fee proposal shall be submitted in a separate sealed envelope. Proposals must be submitted to: City of Encinitas Attn: Masih Maher Engineering Services Department 505 S. Vulcan Avenue Encinitas, CA 92024 on or before 5:00 p.m., January 28, 2000. Should you have any questions, feel free to call me at (760) 633 -2778. Thank you in advance for submitting a proposal on this important City project. Sincerely, Masih Maher gc6330 1.1 ;can �,_;; -'(,un - r,o- o ;.� -,r ,- „ - gnu_. lr_n,ii,r. t Jai. >n�ri Diu; ;r,;; �.) - r,��- nu 6Po recycled paper Exhibit A Quail Gardens Drive Scope of Work 16. Research of existing plans, title reports, right -of -way drawings, and assessor's role pertaining to the existing street alignment. 17. Provide necessary aerial and field survey for complete road design, grading, right -of -way, and easement drawing preparation. 18. Provide adequate information, drawings, reports, and coordination for relocation or undergrounding of overhead utilities. 19. Design street alignment, grades, and transitions to meet existing and proposed improvements. 20. Provide legal description, plats, and drawings to acquire necessary right -of -way for new Quail Gardens alignment. 21. Prepare earthwork quantity and preliminary cost estimate for approval of the alignment by the City. Prepare final quantity and cost estimates. 22. Prepare grading plans. 23. Provide erosion control plans and storm water pollution prevention plan. 24. Prepare traffic control plan. 25. Prepare striping and signing plan. 26. Provide drainage study, design, and drainage improvement plans. 27. Provide traffic signal modification plans for existing signal at Quail Gardens and Encinitas Blvd. 28. Provide retaining wall design if needed. 29. Provide new reclaimed water line plans. 30. Attend coordination meetings with City staff and other design team members. Prepare presentation exhibits and present design to City staff and City Council gc6330 0- ENC�y�7 January 24, 2000 ADDENDUM NO. 1 TO REQUEST FOR PROPOSAL FOR QUAIL GARDENS DRIVE ENCINITAS, CA 1. PLEASE ADD THE FOLLOWING TO THE SCOPE OF WORK: Provide landscape and irrigation plans for the proposed graded slopes. Addendum received: signature m16336 y II:1 (>0t,;,2000 I:AV - r�u- ( >i; -_r,Z- u; ti nuc. (r,�ii�i�,iti (_ilit�,rni;i �.'u.', >3 UU - ��nh,, '. -uu recycled paper City Of Encinitas December 27, 2004 Richard F. Campbell. 630 Encinitas Blvd. Encinitas, CA 92024 ATTN: Dick RE: QUAIL GARDENS DRIVE CMS99F Gentlemen: This letter is an invoice representing work performed on the subject contract on your benefit. Please remit payment of $122,059.23 to the City of Encinitas, c/o Rhonda Darling. If you have any questions, please call me at 633 -2778. Sincerely, Greg Shields, P.E. Field Operations cc: Peter Cota - Robles, Director of Engineering Services Rhonda Darling, Management Analyst Mike Valles, Inspector recycled paper 40 N N O 00 (D d• O M O O 00 00 O 00 L() (O CO r r N N O O W O� "t Nr r M (O 00 r O O LO O LO M LO co N M O) N M't (D LL) r'- O co LO Cl r (M r N CY) O r 1` N N Q) ? 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GUC, sl % NJ qftoiso PRELIMINARY CHANGE OF OWNERSHIP REPORT FOR RECORDER'S USE ONLY To be completed by transferee (buyer) prior to transfer of subject property in accordance with Section 480.03 of the Revenue and Taxation Code. A Preliminary Change of Ownership Report must be filed with each conveyance in the County Recorder's office for the coun y ��a s of California. property is cated; this particular form may be used in all THIS REPORT IS NOT A PUBLIC DOCUMENT SELLER/TRANSFEROR: Richard F. Campbell Trust and Ronald Martin and i6cum L. Campbell and CAM -Mar Growers, Inc. BUyER/TRANSFEREE: City of Encinitas ASSESSOR'S PARCEL NUMBER(S): 258- 130 -54 PROPERTY ADDRESS OR LOCATION: Vacant Land, Encinitas, CA MAIL TAX INFORMATION TO: Naive City of Encinitas Address q7.css -'�- NOTICE: A lien for property takes applies to your property on March 1 of each year for the taxes owing in the following fiscal year, July 1 through June 30. One -half of these taxes is due November 11 and one -half is due February I. The first installment becomes delinquent on December 10, and the installment delinquent before November h TRSE OCCURS AFTER MARCH 1AND ON OR BEFORE DECEMBER1, YOU MAY BE RESPONSIBLE OR THE SECOND INSTALLMENT OF TAXES DUE FEBRUARY I. _ The property which you acquired may be subject to a supplemental assessment e San Diego mount to be determined by the San Diego County Assessor. For further information on your supplemental roll obligation, please PART I: TRANSFER INFORMATION Please answer all questions. YES ❑ NO ® A Is this transfer solely between husband and wife (Addition of a spouse, death of a spouse, divorce settlement, etc.)? of the name(s) of the person(s) holding title to the property (For example, a name change upon marriage)? ❑ ® ® B. Is this transaction only a correction C. Is this document recorded to create, terminate, or reconvey a lender's interest in the property? ❑ ❑ fil D. Is this transaction recorded only to create, terminate, or reconvey a security interest (e.g. cosigner)? to substitute a trustee under a deed of trust, mortgage, or other similar document? ❑ ❑ 15. E. Is this document recorded F. Did this transfer result in the creation of a joint tenancy in which the seller (transferor) remains as one of the joint tenants? ❑ 9 G. Does this transfer return property to the person who created the joint tenancy (original transferor)? ❑ 13 ® P3 H. Is this transfer of property: 1. to a trust for the benefit of the grantor, or grantor's spouse? ❑ M W 2. to a trust revocable by the transferor? 3. to a trust from which the property reverts to the grantor within 12 years? ❑ ❑ ol I. If this property is subject to a lease, is the remaining lease term 35 years or more including written options? ❑ Ej[ J. Is this a transfer from parents to children or from children to parents? residence by a person 55 years of age or older? ❑ K Is this transaction to replace a principal Is this transaction to replace a principal residence by a person who is severely disabled as defined by Revenue and Code Section 69.5? ❑ L. If you checked yes to J, K, or L, an applicable claim form must be filed with the County Assessor. Assessors to understand the nature of the transfer. Please provide any other information that would help the IF YOU HAVE ANSWERED "YES" TO JJ, Y OR L, PLEASE SIGN AND DATE, OTHERWISE COMPLETE BALANCE CES THE FORM. PART II: OTHER TRANSFER INFORMATION A. Date of transfer if other than recording date B. Type of transfer. Please check appropriate box. ® Purchase ❑ Foreclosure ❑ Gift ❑ Trade or Exchange ❑ Merger, Stock, or Partnership Acquisition ❑ Contract of Sale - Date of Contract ❑ Inheritance - Date of Death ❑ Other: Please explain: [3 Creation of Lease ❑ Assignment of a Lease ❑Termination of a Lease Date lease began Original term in years (including written options) Remaining term in years (including written options) 415' C. Was only a partial interest in the property transferred? K Yes ❑ No If yes, indicate the percentage transferred Page 1 of 2 A PRELIMINARY CHANGE OF OWNERSHIP REPORT Please answer, to the best of your knowledge, all applicable questions, sign and date. If a question does not apply, indicate with "N /A." PART III: PURCHASE PRICE AND TERMS OF SALE Val FT—de or Exchange (excluding closing costs) Amounts A. CASH DOWN PAYMENT OR ue o (Prin. & Int only) Amount $ B. FIRST DEED OF TRUST Q o /o interest for ears. Y P ts/Mo. =$ El Loan (Attach itemized list of personal property). El FHA [I Fixed Rate ❑Assumed Existing Loan Balance B. ❑ Conventional ❑ Variable Rate Wra ed ❑ Bank or Savings & Loan ❑All inclusive D.T. ($..— Pp ) ❑ VA ❑ Loan Carried by Seller ❑ Finance Company TYPE OF PROPERTY TRANSFERRED: N Agricultural ❑ Cal -Vet Balloon Payment ❑ Yes ❑ No Due Date PymtsRvlo. =$ Amount $ Prin. & Int only) Amount $ C. SECOND DEED OF TRUST ® %interest for years. ❑New Loan ❑ Bank or Savings & Loan ❑ Fixed Rate ❑ Assumed Existing Loan Balance 1}1 Other (Description: AS DOES THE PROPERTY PRODUCE INCOME? ❑Yes m No ❑ Loan Carried by Seller ❑ Variable Rate ❑ Yes ❑ No Due Date Amount $ D. Balloon Payment OTHER FINANCING: Is other financing involved not covered in (b) or (c) above? Amount $ ❑Yes ❑ �Pr n & Int only) F. Type: ® interest for _, years. Pymts./Mo .= $ ❑ New Loan ❑ Bank or Savings & Loan ❑ Fixed Rate ❑Assumed Existing Loan Balance [3 Loan Carried by Seller ❑ Variable Rate 13 No Due Date Amount $ Balloon Payment ❑ Yes E3 Yes 13 No Outstanding Balance: Amount $ E. F. IMPROVEMENT BOND 2 TOTAL PURCHASE PRICE (or acquisition price, if traded or exchanged include real estate commission ifp Total Items A through E G. PROPERTY PURCHASED ❑ Through a broker ❑ Direct from seller ❑ Other (explain) If purchased through a broker, provide broker's name and phone number. Please explain any special terms or financing and any other information that would help the Assessor understand the purchase price and terms of sale. PART IV: PROPERTY INFORMATION A. IS PERSONAL PROPERTY INCLUDED IN PURCHASE PRICE (other than a mobilehome subject to local property tax)? Yes ❑ No included in the purchase price $ (Attach itemized list of personal property). If yes, enter the value of the personal property INTENDED AS YOUR PRINCIPAL RESIDENCE? ❑ Yes No B. IS THIS PROPERTY If yes, enter date of occupancy / / or intended occupancy Month Day Year Month Day Year C. TYPE OF PROPERTY TRANSFERRED: N Agricultural ❑ Timeshare • Single - family residence ❑ Co -op /Own - your. -own ❑ Mobilehome • Multiple - family residence (no. of units: ❑Condominium [3 Unimprovedlot [3 Commercial/Industrial ) D. 1}1 Other (Description: AS DOES THE PROPERTY PRODUCE INCOME? ❑Yes m No E. IF THE ANSWER TO QUESTION D IS YES, IS THE INCOME FROM: ❑ Lease/Rent ❑ Contract ❑ Mineral Rights ❑ Other - Explain: THE CONDITION OF PROPERTY AT THE TIME OF SALE? F. WHAT WAS IQ Good ❑ Average ❑ Fair ❑ Poor Enter here, or on an attached sheet, any other information that would assist the Assessor in determining the value of the property such as the physical condition of the property, restrictions, etc. Signed that the regoing is true, correct and complete to the best of my knowledge and belief. "4 . Dated 7 Z — L) 3 OFFICER Please Print Name of New Owner /Corporate Officer Phone Number where you are available (NOTE The Assessor may contact you for further information) If a document evidencing a change of ownership is presented to the recorder for recordation without the concurrent filing of a preliminary change of ownership report, the recorder may charge an additional recording fee of twenty dollars ($20). Page 2 of 2 RETURN 750 "B" Street, Suite 2350 San Diego, CA 92101 Phone: (619) 233 -3000 THE ESCROW HOLDER IS COMMONWEALTH HICH IS LICENSED BY THE CALIFORNIA DEPARTMENT OF INSURANCE SUPPLEMENTAL COMMERCIAL SALE ESCROW INSTRUCTIONS THIS DOCUMENT WILL AFFECT YOUR LEGAL RIGHTS - READ IT CAREFULLY! Escrow No. 3201283 - 609 -MAU Maureen Casey, Manager /Senior Commercial Escrow Officer Direct Phone: (619) 230 -6340 • Fax Number: (619) 233 -4196 e -mail: mcasey @landam.com Date: June 19, 2003 Total consideration ........................... ............................... $ 370,000.00 Buyer /Seller will deliver to COMMONWEALTH LAND TITLE COMPANY as Escrow Holder (herein after referred to as "Escrow Holder's any instruments which this escrow requires, fully executed, all of which Escrow Holder is instructed to use provided that on or before July 30, 2003 (close of escrow) and thereafter unless revoked by written demand by the undersigned or anyone of them, "Commonwealth Land Title Company" holds a policy of title insurance with title company's usual exceptions, with a liability of $370,000.00 covering the following described property: Complete legal description will be provided by insuring Title Company SELLER STATES THAT THE PROPERTY ADDRESS IS: Portions of APNs 258 - 130 -54; 258 - 130 -32; 258- 130-46; 257 - 020 -25; 257 - 020 -21; 258- 130 -10; 258 - 130 -73, ENCINITAS, CA TITLE POLICY TO SHOW TITLE VESTED IN: CITY OF ENCINITAS FOR PURPOSES OF THIS TRANSACTION, THE SELLERS ARE: RICHARD F. CAMPBELL TRUST, TRUSTEE OF THE RICHARD F. CAMPBELL TRUST AND RONALD MARTIN AND EDITH L. CAMPBELL AND CAM -MAR GROWERS, INC. FREE FROM ENCUMBRANCES EXCEPT: A. All General and special Taxes .or the fiscal year 2003 -2004, including bonds, special assessments and personal property taxes, if any, assessed against former owner, and /or supplemental taxes assessed pursuant to the provisions of Chapter 498, Statutes of 1983 of the State of California. (Change of Ownership will affect the taxes to be paid. A Supplemental Tax Bill will be issued and BUYER accepts all responsibility ESCROW SHALL BE HANDLED DIRECTLY BE B TWEEN BUYERS AND ELLER.) SSUED AFTER THE CLOSE OF B. Covenants, conditions, restrictions, reservations, rights -of -way, and easements, and dny oil, gas, or mineral reservations now of record, if any. Page 1 of 7 Initials: - Escrow No.: 03201283- 609 -MAU ADDITIONAL INSTRUCTIONS 1. Escrow Holder htheb AGREEMENT ", by and between) henundersignedtCity of Encinitas, dated J as, theBuyerand 111h, 2003 as Richard F. Campbell Trust, Trustee of the Richard F. Campbell Trust and Ronald Martin and Edith L. Campbell and CAM -Mar Growers, Inc., the Seller ( *copy of which is attached hereto and made a part The Agreement is to serve as your Escrow Instructions, and subject to the Additional hereof). Th Instructions a set forth below and any mutually agreed upon amendments to follow, Escrow Holder is authorized to act thereunder insofar as the processing of the above numbered escrow is concerned. Escrow Holder is given instructions to perform certain acts or with those paragraphs where Escrow Holder would generally and reasonably be expected to act. All other provisions of the Agreement, which the parties consider to be binding upon themselves, are considered to be outside the scope of Escrow Holder's responsibilities. If there is any disagreement between these instructions and the Agreement, Agreement shall prevail. (except as may be specifically addressed herein), the A 9 2. DATE CLARIFICATION: rt For purposes a knowledge the following: in accordance with the provisions of the Agreement), a, ' Opening of Escrow" is June 19th, 2003 b. "Date of Agreement" is June 11th, 2003 c. "Effective Date is June 11th, 2003 d. Close of Escrow date is on or before July 30, 2003 For the purposes of closing this escrow, all parties acknowledge that "close of escrow" shall be the date on which the deed conveying title (along with any financing documents) is recorded. 3. LEGAL DESCRIPTION: The Legal Description (with Assessor's Parcel Numbers "APN'� of the subject property will be provided by the insuring title company .y, "Commonwealth Land Title Company ", and approved by Buyer pursuant to Buyer's approval of the Preliminary Report and approved by Seller pursuant to Seller's execution of the Grant Deed in favor of Buyer. 4. PRORATIONS: In accordance with the provisions of Paragraph 5 of the Agreement, Prorate as of Closing Taxes. Prepaid rents, free rents and /or security deposits shall be adjusted at the close of escrow in accordance with approved schedule delivered to Escrow Holder by debiting Seller and crediting Buyer. s. RECORDING: In the event that this escrow does not record at 8:00 a.m. but does record during the same calendar day as a 'special recording ", the undersigned Seller acknowledges that Seller's proceeds may not be available and existing encumbrances (if any) may not be paid until the first business day following the day of recordation. Seller acknowledges as evidenced by signature herein that Seller may be charged interest on the existing -encunn brance(s), if any, until the obligation(s) is /are paid in accordance with the demand(s) placed in escrow. Unless Escrow Holder receives written notice to the contrary should recordation at 8:00 a.m. not be possible, Escrow Holder shall proceed with the recordation of this transaction as a special recording without further notice or authorization from Buyer or Seller. 6. FEES AND CHARGES: Buyer to pay all Buyer's customary closing costs, including but not limited to one half of your escrow fees as charged, Notary service fees and/or other special premi um for fees new urr d on Buyer's behalf, charges for completing and recording app licabledocuments, additional hazard insurance, lender's charges, impounds and prepaid interest as demanded, if any, special messenger/overnight r Lender's delivery cy of fees itle Insurance with required endorsements, and other applicable needed, title company charges. Seller to pay customary Seller's charges including but not limited to one half of the escrow fee as charged, Notary fees and /or other special handling fees incurred on Seller's behalf, charges for completing and recording applicable documents, charges for CLTA Title Policy as called for, other applicable title charges, documentary transfer tax to be affixed to the Grant Deed and payment of any liens or encumbrances as called for. Page 2 of 7 Initials: Escrow No.: 3201283- 609 -MAU 1. 2. GENERAL PROVISIONS (Revised January 15C, 2003) IMPORTANT - PLEASE READ CAREFULLY Privacy Notice (15 U.S.C. 6801 and 16 CFR Part 313) We collect nonpublic personal information about you from information you provide on forms and documents and from other people such as your lender, real estate agent, attorney, title company, etc. We do not disclose any nonpublic personal information about our customers or former customers to anyone, except as permitted by law. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. Execution & Delivery of Escrow Instructions parts together will constitute one and the same These instructions may be executed in counterparts and said counter instrument. In the event that the parties hereto utilize facsimile or electronically transmitted instructions to Escrow Holder, said parties hereby instruct Escrow Holder to rely upon such instructions as if they were originals. Any amendments and supplements to these instructions must be in writing and shall only be effective when executed and delivered to Escrow Holder. Escrow Holder shall not be concerned with nor have any obligations with respect to items designated as memoranda in these instructions or with any other agreement or contract between the parties to this escrow. 3. Deposit of Funds (i) All funds received in this escrow will be deposited with other escrow funds in one or more non- interest- bearng escrow accounts of Escrow Holder in a financial institution selected by Escrow Holder. Escrow Holder shall not be responsible and shall have no liability for any delay in closing this escrow if the funds deposited in this escrow are not available for immediate withdrawal as a matter of right following deposit in such financial institution. ement (ii) You have the opportunity to earn interest on the funds you deposit with us through a deposit account an ang that Escrow Holder has established with one of its financial institutions. The interest rate for these accounts varies between financial institutions, fluctuates periodically based on market conditions and other factors, and may change prior to or during the time your funds are on deposit. You will not have an opportunity to earn interest on any funds deposited by a lender. (iii) If you elect to earn interest through this special account arrangement, Escrow Holder will charge you an additional fee of $35.00 for the establishment and maintenance of the account. This fee compensates Escrow Holder for the costs associated with opening and managing bearing correspondence /documentation, transferring funds, maintaining appropriate records for audit /reconciliation purposes and filing any required tax withholding statements. It is important that you consider this cost in your decision since the cost may exceed the interest you earn. If you are interested in having your funds deposited in an t- bearing account please contact your escrow officer. interes (iv) If you do not elect to have your funds deposited in an interest- bearing account, your funds (together with any funds deposited by a lender) will be held in Escrow Holder's general escrow trust account. The general escrow trust account is restricted and protected against claims by third parties or creditors of Escrow Holder. Escrow Holder and /or its parent company may receive certain direct and indirect financial benefits from the financial institution as a result of maintaining the general escrow trust account. These benefits may include, without limitation, credits allowed by such financial institution on loans to Escrow Holder and /or its parent company and earnings on investments made with the proceed of such loans, as well as accounting, reporting and other services and products of such financial institution. Escrow Holder shall have no obligation to account to the parties to this escrow in any manner for the value of, or to pay to aoy party, any benefit received by Escrow Holder and /or its parent company. Any such benefits shall be deemed additional compensation of Escrow Holder for its services in connection with this escrow. Some or all of these benefits may be deemed interest due you under California Insurance Code Section 12413.5. As indicated above, you may elect to have your funds placed in a separate, interest - bearing account and receive the benefits therefrom, but you will be required to pay Escrow Holder an additional fee for this service. Alternatively, you may leave your funds in the general escrow trust account and thereby authorize Escrow Holder to keep the benefits it and /or its parent company receives from the financial institution. In either event, you understand and agree that Escrow Holder and /or its parent company may receive and retain for their sole benefit any and all benefits derived from the general escrow trust account prior to the deposit of your funds in an interest - bearing account and following the withdrawal of your funds from such interest- bearing account (normally two business days prior to the close of escrow). (v) parties to the limit uptlovided by the Federal Deposit Insurance Corporation. ed that the funds so deposited are (vi) Funds deposited by a lender are ordinarily deposited to escrow one or two days prior to closing. You should be aware that your lender may begin charging interest on your loan from the date loan funds are deposited into Escrow Holder's escrow trust account. 4. Good Funds Law — California Insurance Code §12413.1 All parties are aware and understand that California Insurance Code §12413.1 mandates that funds deposited into an escrow must be collected and available for withdrawal PRIOR TO DISBURSEMENT. The determination of the availability of funds is set forth as follows: Page 3 of 7 Initials: Escrow No.: 3201283 - 609 -MAU (i) CASH AND ELECTRONIC TRANSFERS ( "wired funds ") are available for SAME DAY disbursement. (ii) CASHIER'S CHECKS AND CERTIFIED CHECKS are available for disbursement THE NEXT BUSINESS DAY; In order to avoid unnecessary delays of two to seven days, or more, please use wire transfers, cashier's checks or certified checks whenever possible. 5. License of Escrow Holder t Escrow Holder is licensed by the California Departmen of Insurance to act as an underwritten title company, or if Escrow California Holder's name includes Insurance to transact the business Escrow of title Holder surance. a Certificate of Authority issued by the 6. Prorations r in this escrow shall be made on the basis of a thirty (30) day month, unless All adjustments and prorations called fo otherwise instructed in writing. 7. Sufficiency, Validity, Authority, etc. of Documents Escrow Holder shall not be responsible or have any liability with respect to the sufficiency or correctness as to form, manner of execution, or validity of any document deposited in this escrow, nor as to the identity, authority or rights of any person executing the same. Escrow Holder's duties hereunder shall be limited to the proper handling and disbursement of funds deposited in this escrow and the proper safekeeping and delivery of such documents received by Escrow Holder, in accordance with the written instructions given to Escrow Holder in this escrow in which all parties have concurred. {. Conveyance and Vesting Escrow Holder is instructed to draw a Grant Deed, using any standard form, conveying title from Seller to Buyer, with Buyer's legal vesting. Buyer acknowledges that Escrow Holder cannot give advice as to vesting, and understands that the vesting designated may have significant legal and tax consequences. Buyer is advised to seek the advice of Buyer's own attorney and accountant with regard to vesting. Buyer shall furnish Escrow Holder with Buyer's vesting prior to the date of preparation of Buyer's loan documents or close of escrow (if Buyer is not obtaining financing). Escrow Holder is hereby authorized and instructed to complete and /or correct Buyer's vesting on the Grant Deed, even if it has already been executed and notarized. If Buyer is married and taking title alone, (1) Buyer shall furnish Escrow Holder with the name of Buyer's spouse, (2) Escrow Holder is authorized and instructed to prepare an' Interspousal Transfer or Quitclaim Deed for Buyer's spouse's signature and (3) Escrow Holder is to record same at close of escrow, charging Buyer's account for the preparation and recording fees associated with this deed. 9. Copies of Escrow Instructions Escrow Holder is authorized to furnish copies of these instructions, any supplements and /or amendments thereto, notices of cancellation and closing statements to any real estate brokers or agents representing any party to this escrow and to any lender whose loan will be paid through this escrow or will be used to fund this escrow. io. Cancellation the parties hereto agree to pay Escrow Holder its cancellation fee for work In the event this escrow is canceled, performed, and to pay all expenses incurred by Escrow Holder. If a demand to cancel this escrow is submitted to Escrow Holder or if there is no written communication from the parties for a period of six months, Escrow Holder shall notify the parties of its intention to cancel this escrow and return all documents and funds (less cancellation fees and costs) to the party depositing the same. If no written objection to such notice is given to Escrow Holder within fifteen (15) days of mailing such notice, Escrow Holder shall cancel this escrow and return all funds and /or documents then held by Escrow Holder to the party depositing the same. 11. Disputes No notice, demand or change of instruction shall be of any effect in this escrow unless given in writing by all parties affected thereby. In the event a demand for funds and /or documents deposited with Escrow Holder in connection with tois escrow is made and which is not concurred in by all parties hereto, Esrrow Holder, notwithstanding wh'ith party made such demand, may elect to do any of the following: (i) Take no further action in connection with this escrow and continue to hold such funds and /or documents until receipt of mutual concurring instructions from all parties to this escrow as to the disposition of such funds and /or documents; (ii) Commence an action in interpleader and obtain an order from the court allowing Escrow Holder to deposit such funds and /or documents with the court, in which case Escrow Holder shall have no further liability or obligations with respect to this escrow; or (iii) In the event that any party commences an action against any other party with respect to this escrow, deposit (...) such funds and /or documents with the court, in which case Escrow Holder shall have no further liability or obligations with respect to this escrow. In the event Escrow Holder interpleads any funds and /or documents with any court pursuant to either subparagraphs (ii) or (iii) above, Escrow Holder shall be entitled to reimbursement of its reasonable attorneys' fees and expenses of litigation in connection with such action. 12. Arbitration In the event of a claim or controversy between Escrow Holder and any party hereto involving an amount greater than $5,000.00 and arising out of this escrow, either Escrow Holder or such other party may demand arbitration pursuant to the Rules of the American Arbitration upon the award of the arbitrator Association. may ibe entered in ny court having jurisdiction ction thereofng on all parties and Page 4 of 7 Tnii-ials� _. Escrow No.: 3201283 - 609 -MAU 13. No Duty to Notify as to Other Transactions Escrow Holders lhnvoly ng the property responsibility whi h is the (subject of his escrowcor any profit arealized by l any person oe or other transaction entity in connection therewith, notwithstanding that Escrow Holder may at as escrow holder far such transaction(s) in this or another escrow(s). 14. Failure to Close Timely have not occurred at the time If the conditions n continue closing this hereunder and to close this escrow as oontthereafter herein s such Iconditions (except as to nevertheless demand on time) shall have b the return of any funds and/or hall have m ad a written deposited by such party. crow Holder for cancellation oft is escrow and /or is. Delivery of Documents and Funds All documents and funstdue the roes to this escrow herwiseb instruct ed. Delivery by r escrow 9holder of document parties a to s the addresses provided party's real estate agent or broker shall constitute delivery to that party. 16. Retention of Records After the closing or cancel do the written escrow n trd th ns disbursement given t Escrow Holder n this orescrow,dEsc owvHolder is documents in authorized to destroy or otherwise dispose of its file(s) with respect to this escrow without notice or liability tot the parties hereto. 17. California Withholding Section 18662 of the Revenue and Taxation Code, a buyer may be required to withhold an amount In accordance with Se equal to 31/3 percent ct the sales price in the case of a disposition of California real property interest by either: 1. A seller who is an individual or when the disbursement instructions authorize the proceeds to be sent to a financial intermediary of the seller, OR 2. A corporate seller that has no permanent place of business in California. The buyer may ed to be subject ld or ally for failures to ($500). old an amount equal to the greater of 10 percent of the amount required Howevertnotwithstanding old any amount other provision included failure f statutes referenced above, no buyer will be required to 1. The sales price of the California real property conveyed does not exceed one hundred thousand dollars ($100,000), OR 2. The seller executes a written certificate, under the penalty of perjury, certifying that the seller is a corporation with a permanent place of business in California, OR of an of the 3. The seller, who is an individual, executes a written certificate, under the penalty of perjury, Y following: A. That the California real property being conveyed is the seller's principal residence (within the meaning of Section 121 of the Internal Revenue Code). of n the B. That the California real property being conveyed is or will raged fex entof the a'mountof gailn not meaning of Section 1031 of the Internal Revenue Code), but only to required to be recognized for California income tax purposes under Section 1031 of the Internal Revenue Code. C. That the real property has been compulsorily or involuntarily converted (within the meaning of Section 1033 California al the Internal Revenue Code) and that the seller I ^tends to acquire property similar or related in service or use so as to be eligible for nonrecognition of gain for California income tax purposes under Section 1033 of the Internal Revenue Code. D. That the California real property transaction will result in a loss for California income tax purposes. The seller is subject to penalty for knowingly filing a fraudulent certificate for the purpose of avoiding the withholding requirement. The California statutes referenced above include provisions which authorize the Franchise Tax Board to grant reduced withholding and waivers from withholding on a case -by -case basis for corporations or other entities. Buyer understands that in no event will Escrow Holder undertake to advise Buyer and /or Buyer's representative on the possible application of the above code sections to this specific transaction. Unless expressly instructed by Seller and Buyer herein, Buyer understands that Escrow Holder will NOT assist in obtaining a waiver from withholding from the Franchise Tax Board. Should Buyer and Seller herein direct Escrow Holder to undertake any activities pursuant to the withholding provisions under California law, Buyer and Seller agree to cooperate fully in providing necessary information to Escrow Holder. Buyer and Seller agree to indemnify and hold Escrow Holder harmless in the event of noncompliance resulting from information supplied n either Buyer and/or leasSeller. c contact heoFranchise Tax Board-Withhold-at-Sou c withholding Unitat (916) under the code sections referenced above, p 845 -4900, P.O. Box 651, Sacramento, CA 95812 -0651. Page 5 of 7 Escrow No.: 3201283- 609 -MAU 18. Foreign Investment in Real Property Act (FIRPTA) Buyer is hereby notified that FIRPTA withholding (Internal Revenue Code Section 1ise may be applicable to certain sales of United States real estate by non - resident aliens. Unless instructed otherwise by the parties with this escrow, Escrow Holder is released from any liability, obligation or responsibility with respect to compliance with said Code of said Section, including, but not limited to (a) withholding of funds, (b) advising the parties as to the obtaining foreign sections, (c) determining whether transferor (Seller) is a foreign n or entity and /or (d) 9 a affidavit. 19. Preliminary Change of Ownership Prior rs the close of (PCOR) escrow, Buyer pursuant t a he requirements o Holder California Revenue and executed Section 480 3a Buyer Ownership Report" mCOR) may elect not to complete and execute said form prior to the close of escrow. Should Buyer choose not to execute the PCOR or should the County Recorders office reject the PCOR for any reason, Buyer is aware that a $20.00 charge will be assessed by the County Recorder's office and Escrow Holder will charge the account of Buyer accordingly. In the event the PCOR has not been filed at the time the documents record OR the County Tax Assessors office determines that the form has not been properly completed, Buyer will be responsible for obtaining and completing a new PCOR and any additional documents that may be required by the Assessor's office. Failure to file a proper PCOR will result in additional penalties in accordance with Section 480 of the California Revenue and Taxation Code. Escrow Holder's sole duty shall be the delivery of the PCOR to the County Recorder at the time of recordation of transfer documents, if it is provided to Escrow Holder. Escrow Holder assumes no liability or responsibility regarding the proper completion of the PCOR. 20. Supplemental Taxes Buyer is advised that the County Tax Assessor will revalue property that changes ownership or contains new construction, which may result in a supplemental assessment. The supplemental taxes will be assessed from the date of the change in ownership or completion of construction. 21. Fire /Hazard Insurance Buyer shall obtain Fire /Hazard Insurance coverage on the subject property prior to the close -of escrow, as per requirements of the new lender. If Buyer has not paid policy premium prior to close of escrow, Escrow Holder is authorized and instructed to debit Buyer's account with the cost of the annual premium and pay such premium to the insurance agent and /or company, at the close of escrow, from funds deposited by Buyer. Escrow Holder is instructed to necssary parties. In the request that the insurance company deliver the original policy Buyer d hall provide o) Escrow Hlolde rwith a Cert ficate of event the property is covered by a blanket insurance policy, Insurance. FAILURE TO PROVIDE FIRE /HAZARD INSURANCE WILL DELAY THE CLOSE OF ESCROW. Escrow Holder has no obligation to obtain fire or other insurance in the absence of a written instruction to do so. 22. Fees and Charges; Messenger Fees Escrow, title, and recording charges and other costs are to be charged to the principals' accounts in accordance with customary practices in this County, unless Escrow Holder is instructed to do otherwise in writing. The charges which the Company will make for sending documents and /or checks via next day messenger services (i.e. Federal Express, UPS, DHL, Airborne, Express Mail, etc.) are $15.00 per letter, standard overnight service, and $25.00 for larger size packages and /or priority delivery sery ices. Such charges include the cost of such messenger service and the Company's expenses for arranging such messenger service and its overhead and profit. Special messenger services will be billed 's the cost of such services. There will be no additional charge for pick -up or delivery of packages via the Company's regularly scheduled messenger runs. 23. Fees Paid in Advance Escrow Holder is hereby instructed to- � funds deposited into escrow to pay any fees required prior to close of escrow to entities such in but not limited to, homeowner's association management companies for ordering documents and statements, lenders for ordering payoff statements, and cities which require city reports. In the event escrow is 'cancelled and Buyer is entitled to a refund of deposited funds, the amount of any fees advanced shall be deducted from the funds returned to Buyer. Seller hereby agrees to immediately deposit into escrow the amount of fees advanced for which Seller is responsible, and Escrow Holder will immediately disburse the amount of such deposit to Buyer. Buyer hereby agrees to immediately return to Escrow Holder any documentation provided to Buyer that is associated with fees advanced by Escrow Holder. Buyer shall not be reimbursed for any fees associated with documents provided to Buyer which are not returned to Escrow Holder. Escrow Holder shall not be liable to Buyer for fees deducted from Buyer's deposit in the event Seller fails to deposit the amount of such fees into escrow. 24. Special Recording; Late Confirmation of Recording Seller's proceeds may not be available, and encumbrances may not r be paid off, later in the day than 8:00 a.m. (which is ff, until the first business day following the day of recording if 1) documents recorded at close of escrow are re called a "special recording') or if 2) the County Recorder does not provide confirmation of recording within sufficient time to allow same -day disbursement of funds by wire or check. 25. IRS Form 1099 Requirements lder with If req hesIed by E crow eldery Celle r thll urns of therreal property which sufficient subjectrt this escrow 1099, if required, fsh Es with 26. Disclosure Reports Escrow holder is not to be concerned with disclosures made by the parties to each other. In the event escrow holder receives any disclosure reports requiring signatures or approval by a party, escrow holder's only responsibility will be to forward the report to the appropriate party. Page 6 of 7 Initials: Escrow No.: 3201283- 609 -MAU 27. Loan Payoffs of trust or tax lien is to be paid off through escrow, Escrow holder is authorized to pay the When a mortgage, deed payoff demand received from the creditor. Seller /borrower understands that a loan payoff may include a prepayment penalty and other charges. BUYER: SELLERS: City of Encinitas Ronald Martin Edith L. Campbell Richard F. Campbell Trust BY: Richard F. Campbell, Trustee BY: l � ! i Page 7 of 7 Initials: I d7L 02122/2005 13:22 FAX 619 232 1685_ COMMONWEALTH LAND AMERIC ?001/015 FAX COVER SHEET SPEGiAL inrVRr1A - j6w --- - - The information contained in this facsimile message may be confidential, proprietary and /or legally privileged Information intended only for the use of the individual or antity named above. If the reader of this message is not the intended recipient, you are hereby notified that any copyng, dissemination, or distribution of confidential, proprietary or privileged information Is strictly prohibited. If you have received this communication in error, please immediately notify the sender by telephone, and we will arrange for the return of tie facsimile. Thank you! DATE: February 22, 2005 TO: Kera Miller _ Phone: I_ I FAX: 760 - 631-2627 FROM: [Gina Anderson]_____._.__....._ PHONE: 619 - 230 -6374 FAX: RE: [Vacant Land, Encinitas, CA 92040] [Richard F. Campbell, Trustee and Ronald M. Martin and Kay J. Martin and Cam -Mar Growers, a California general partnership /City of Encinitas, a municipal corporation ] ESCROW #: 03201283 -MAU Number of pages including cover sheet [ . 15. ] Message: Dear Kerry, Following are 7 Preliminary Change of Ownership Reports for your completion and signature. Each of these parcels needs to be assigned a Purchase Price since there are 7 deeds, one for each parcel. In light of that, I have prepared a closing amendment assigning a Purchase Price for eech parcel based upon square footage, which I have e- mailed out to Linda Bartz and the two Seller's attorney's for review and comment. Please just fill in the first page and the second page as best you can and I can fill in the Purchase Prices, once everyone has agreed to them. Just so you know, I will need ORIGINAL SIGNATURES ON THESE PCORS, not faxes. If you would like to give me or David Boetsch a call when the PCORs are ready for pick -up, I can arrange to have a messenger pick them up from you. Sincerely, Gina Anderson 02/22/2005 13:22 FAX 619 232 1685 COMMONWEALTH LAND AMERIC PRELIMINARY CHANGE OF OWNERSHIP REPORT ro In accordance with To be completed by transferee (buyer) prior to transfer of subject property Section must be filed with each conveyance Taxation the Co my Recorder's office for the county ownership Report properly is located; this particular forth may be used in adl 58 counties of California. THIS REPORT IS NOT A PUBLIC DOCUMENT SELLER/TRANSFEROR: Cam -Mar Growers, a California general BUYER/TRANSFEREE: City of EncinitalS, a municipal corporation ASSESSOR'S PARCEL NUMBER(S): a portion of 257 -020 -25 PROPERTY ADDRESS OR LOCATION: Vacant Land, Encinitas, CA 92040 MAIL TAX INFORMATION TO: City Manager Name City of Encinitas, a municipal corporation Address S05 S. Vulcan Ave_ Encinitas, CA 92024 Z 002/015 FOR RECORDER'S USE ONLY NOTICE: A lien for property taxes applies to your property on March 1 d each year for the taxes ry owing in the year, July 1 through June 30, One -half of these taxes is due November 1, and one -half is due February 31. you may be responsible for the second delinquent on December 10, and the second installment 1 end on or delinquent before December One tax bill is mailed before November to the owner of record, If this transfer which you acquired may be subject to a supplemental assessment in an amount to Installment of taxes due February 1. Theproperty lementaI roll obligation, please call the San be determined by the San Diego County Assessor. For further information on your supp PART I: INFORMATION (P/easeanswlera# YES NO ❑ ❑ A. Is this transfer solely between husband and wife (Addition of a spouse, death o e spouse, For example, a natmle change upon p ❑ B- Is this transaction only a correction of the name(s) of the person(s) holding title to the property marriage)? ❑ ❑ C. is this document recorded to create, terminate, or reconvey a lender's interest in the property? ❑ ❑ D. Is this transaction recorded only to create, terminate, or reconvey a security interest a or other cosigner similar document? ❑ ❑ E_ Is this document recorded to substitute a trustee under a deed of trust, mortgage, the CI ❑ F. Did this transfer result um property creation o the joint in which the joint tenancy (originals transferor) ?te joint tenants? ❑ ❑ G. Does this transfer re ❑ ❑ H. Is this transfer of property: ❑ ❑ 1. to a trust for the benefit of the grantor, or grantor's spouse? p ❑ 2. to a trust revocable by the transferorl E3 p 3. to a trust from which the property reverts to the grantor within 12 years? lions? [3 p I. If this property is subject to a lease, Is the remaining lease term 35 years or more including written options? ? ❑ ❑ J. Is this a transfer from parents principal en or from by children to55 years of ape orrolde9 ?aWithin rchgt(same county? ❑ Yes ❑ No ❑ ❑ `K_ Is this transaction t rep P person who is severely disabled as defined by Revenue and ❑ p `L. Is this transaction to replace principal residence by a P ❑Yes ❑ No Taxation Code Section 69.5- Within the same county?. ❑ ❑ M. Did this transfer result from the death of a domestic partner currently registered with the Caldomia Secretary of State? for a property tax ,If you checked yes to J, K, or L. you may qual reassessment exclusion, which may result in lower taxes on your property. ify If you do not file a claim, your property will be reassesirsd. Please provide any other information that would help the Assessors to understand the nature of the transfer, enue and Taxation Code for If the conveying document constitutes an exclusion from a change in ownership as defined in section 62 of the Rev any reason other than those listed above, set forth the specific exclusions claimed: P /ease answer all questions in each section. /PART11: OTHER TRANSFER INFORMATION n and date at botlon! of second page. A. Date of transfer if other than recording date B. Type of transfer. Please check appropriate box. ❑ Mer Q er, Stock, or Partnership Acquisition ❑ Purchase ❑ Foreclosure C3 Gift I] Trade or Exchange ❑ Contract of Sale - Date of Contract O Other. Please explain: p SalelLeasebeck ❑ Inheritance - Date of Death ❑ Assignment of a Lease ❑ Termination of a Lease ❑ Creation of Leese ❑ Date lease began O Original term in years (including written options) ❑ Remaining term in years (including written options) Remaining Term % Monthly Payment vansfert ed? 4 Yes ❑ No H yes, Indicate the percentage transferted C, Was only a partial interest In the property Page 1 of 2 02/2212005 13:23 FAX 619 232 1685 COMMONWEALTH LAND AMERIC la 003/015 PRELIMINARY CHANGE OF OWNERSHIP REPORT Please answer, to the best of your knowledge, all applicable questions, sign and TERMS OF SALES not apply, Indicate wilt "NSA• " PART III. PURCHASE rRICE AN Amount S tdoslrtg costs) .,,_ A. CASH DOWN PAYMENT OR Value of Trade or Exchange (00dudinA rin 8 Int. only) Amount $ B. FIRST DEED OF TRUST % Interest for years, PymLSlMo. =$— (P a New Loam E2 FHA ❑ Fixed Rate C3 Assumed Existing Loan Balance O Conventional El Variable Rate Wrapped) ❑ Bank or Savings & Loan ❑ VA ❑ All Inclusive D.T. ($ -- ❑ Finance Company ❑ cal-Vet ❑ Loan Carried by Seller Amount $—,.— - Balloon Payment ❑ Yes ❑ No Due Oate __._.._ - Amount $ Prin. & Im -only) C. SECOND DEED OF TRUST @I —_ interest for Years- PYmts/Mo "$ (] New Loan O Bank or Savings & Loan ❑ Fixed Rate ❑ Assumed Existing Loan Balance O Loan Carried by Seller Cl Variable Rate Due Date Amount $ Balloon Payment ❑ Yes ❑ No Amount E — D• OTHER FINANCING: Is other financing Involved not covered in (b) or (c) above? C Yes ❑3 No S Int. oniy) interest for _Years. PymisJMo $ ❑ Nom„ r Loan ❑ Bank or Savings ❑ Fixed Rate ❑ Assumed Exisung Loan Balance ❑ Loan Carried by Seller ❑ Variable Rate Due Date _..__ -.• _ Amount ............. U 0 N $----.....— ❑ Yes o u -- Balloon Payment Outstanding 88ianex♦: Amount E. WAS AN IMPROVEMENT BOND ASSUMED BY THE BUYER? Yes InOclttNde reel estate commission rf paid.) F. TOTAL PURCHASE PRICE (or acquisition price, if traded, or exchanged, Total Iterns A through E $ G. PROPERTY PURCHASED ❑ Through a broker ❑ Direct from seller ❑ From a family member O Other (explain) If purchased through a broker, provide broker's name and phone number: Please explain any special terms or financing and any other information that would help the Assessor understand the purchase price and of sale. PART IV: PROPERTY INFORMATION A, TYPE OF PROPERTY TRANSFERRED: 0 Agricultural ❑ Timeshare ❑ Single -family residence ❑ Co-op/Own- your -own ❑ Manufactured home ❑ Mulliple -famly residence (no, of uHts:_____J []Condominium ❑ Unimproved lot ❑ Commercial/Industrial C3 other (Description: i.e., timber, mineral, water rights, etc. No B_ IS THIS PROPERTY INTENDED AS YOUR PRINCIPAL RESIDENCE? ❑ In Yes ended occupancy, ^- 20 (year) If yes. enter date of occxepancy _ (monrhJ (aaYJ (YB ®rJ (mOn�J l4syJ (Y J C. IS PERSONAL PROPERTY INCLUDED IN PURCHASE PRICE? (i. e. furniture, term equipment, machinery, etc.) ❑ Yes O No (other than a manufactured home subject to local property tax)? ❑ Yes f7 No (Att ch itemized list of personal property.) If yes, enter the value of the personal property included in the purchase price $ D. IS A MANUFACTURED HOME INCLUDED IN PURCHASE PRICE? O Yes ❑ No If yes, how much of the purchase price is allocated to the manufactured home? $ E. DOES THE PROPERTY PRODUCE INCOME? 13 yes ❑ no if yes, is the income from: ❑ Lease/Rent O Contract ❑ Mineral Rights ❑ Other - Explain: F. WHAT WAS THE CONDITION OF PROPERTY AT THE TIME OF SALE? 0 Good ❑ Average ❑ Fair ❑ Poor Please explain the physical condition of the properly and provide any other information (such as restrictions, etc.) that would assist the Assessor in determining the value of the property: CERTIFICATION OWNERSHIP TYPE (�) Proprietorship ❑ I certify that the foregoing is true, correct and complete to theof � a and belief Partnership o This dec/arsdon is binding on each and every Corporation Other ❑ rimed) TITLE NAME OF TRANSFEREE OR OFFICER OF TRANSFEREE hyped � p OF TRANSFEREE OR NAME OF ENTITY (typed or pnnrad) ADDRESS (rypedorpr/nred) NOTE: The Assessor may contact you for further inrorm�uw'r If a document evidencing a change of i pptres�d to the recordeer for recordation aecorhin9 fee of $20.00. t filing or a preliminary change of page 2 of 2 02/22/2005 13:23 FAX 619 232 1685 COMMONWEALTH LAND AMERIC PRELIMINARY CHANGE OF OWNERSHIP REPORT to accordance with To be completed by transferee (buyer) prior to transfer of subject property Section 480.03 of the Revenue and Taxation Code. A preliminary Change of Ownership Report must be filed with each conveyance in the County Recorder's office for the county where the property is located; this particular form may be used in all 58 counties of California. THIS REPORT 1S NOT A PUBLIC DOCUMENT SELLER/TRANSFEROR: Ronald M. Martin & Kay J. Martin BUYERfrRANSFEREE; City of Encinitas, a municipal corporation ASSESSOR'S PARCEL NUMBER(S): a portion of 258 -130 -46 PROPERTY ADDRESS OR LOCATION: Vacant Land, Encinitas, CA 92040 MAIL TAX INFORMATION TO: City Manager Name City of Encinitas, a municipal corporation Address 505 S- Vulcan Ave. .�` Encinitas. CA 92024 Z004/015 FOR RECORDER'S USE ONLY NOTICE: Alien for property taxes applies e taxeso is duepNovember 1, and one -half is due eFebruary owing 1. in Th the firstfollowing stallmeenntyear. becom s 1 through June 30. One half of then 1 to delinquent on December 10, and the second in becomes delinquent on April 10. One tax bill ismailed p�be,�fbe for second delinquent the owner of record. If this transfer occurs after whi h lou and acquired before y be S December ect o a Supplemental assessment in an amount to installment of taxes due February 1. The property Y be determined by the San Diego County Assessor_ For further information on your supplemental roll obligation, please call the S ®n aoRT I: TRANSFER answer all YES NO ❑ ❑ correction A ra E] ❑ A_ Is this transfer solely between nu spouse, B. Is this transaction of he names) of heperson(s) holding to the proP� Forr example, a name change Ion marriage)? ❑ 0 C. Is this document recorded to create, terminate, or reconvey a lender's interest in the property? ❑ ❑ D. Is this transaction recorded Dray to create, terminate, or reconvof r security interest o other similar document? ❑ ❑ E. Is this document recorded to substitute a trustee under a deed of trust, mortgage. 13 C3 F. Did this transfer result in the creation of a joint tenancy In which the seller (transferor) remains as one of the joint tenants? ❑ ❑ G. Does this transfer return properly to the person who created the joint tenancy (original transferor)? ❑ ❑ H. Is this transfer of property: ❑ ❑ 1. to a trust for the benefit of the grantor, or grantor's spouse? p ❑ 2. to a trust revocable by the transfe `e arts to the grantor within 12 years? ❑ ❑ 3. to a trust from which the properly written options? ❑ ❑ I_ If this property is subject to a lease, is the remaining lease term 35 years or more including ❑ ❑ J. Is this a transfer from parents to children or from c gild �O^o years of a❑ge or orro derv? Within the grandparent(s) a county? 13 Yes No ❑ ❑ 'K. Is this transaction to replace a principal residence by Pe ❑ ❑ 'L. is this transaction to replace a principal residence by a person who is severely disabled as defined by Revenue an Taxation Code Section 69.5? Within the same county? 0 Yes ❑ No of State? C3 M. Did this transfer result from the death of a domestic partner currently registered with the California Secretary e tax reassessment exclusion, which may result In lower taxes on your property. 'If you checked yes to J. K, or L, you may qualify for a prop rtY if you do not file a claim, your property will be reassessed. Please provide any other information that would help the Assessors to understand the nature of the transfer. nue and Taxation Code for If the conveying document constitutes an exclusion from a change in ownership as defined in section 62 of the Reve any reason other than those listed above, set forth the specific exclusions claimed: Please answer all questions in each section. If ART �o Q HER t1pgNSFER INFORMATION n and date at bottom of second Page. A. Date of transfer if other than recording date B. Type of transfer. Please check appropriate box. Mer, Stock, or Partnership Acquisition ❑ purchase ❑ Foreclosure ❑ Gift ❑ Trade or Exchange ❑ gar• ❑ Contract of Sale -Date of Contract ❑ Other: Please explain: ❑ SeIpJLeasetx�Ck ❑ Inheritance - Date of Death ❑Assignment tit a Lease ❑ Termination of a Lease ❑ Creation of Lease ❑ Date lease began D Original term in years (Including written options) ❑ Remaining term In years (including written options) Remaining Term % Monthly Payment rcentage transferred C. Was only a partial interest In the Property transferred? ❑ Yes ❑ No if yes, Indicate the Pe Page 1 of 2 02/22/2005 13:24 FAX 619 232 1685 COMMONWEALTH LAND AMERIC f� 005/015 'PRELIMINARY CHANGE OF OWNERSHIP REPORT Please answer, to the best of your knowledge, all applicable questions, sign and date. ll a question does not apply /nd(cate with 11l/�► " PART III: PURCHASE PRICE AND TERMS OF SALE Amount A. CASH DOWN PAYMENT OR Value of Trade or Exchange (exduding dosing costs) Amount S 8, FIRST DEED OF TRUST Q % interest for years. pymtslMo =S— (Prin. & Inl. only) ❑ New Loan ❑ FHA ❑ Fixed Rate ❑ Assumed Existing Loan Balance Conventional E3 Variable Rate Wrapped) ❑ Bank or Savings 8 Loan ❑ ❑ Co ❑ All inclusive D.T. ($ - ❑ Finance Company ❑ Cal -Vet ❑ Loan Carried by Seller Amount S_ -. __..,.- Balloon Payment ❑Yes ❑ No Due Date (Prin. fi Int. only) Amount E,_— — 96 interest for years. Pymts/MO - =3 ❑ New Loan C. SECOND DEED OF TRUST (� Cl ❑ Fixed Rate Bank or Savings & Loan ❑Variable Rate ❑ Assumed Existing Loan Balance ❑ Loan Carded by Seller Due Date Amount S Amount $ Balloon Payment ❑Yes ❑ No D. OTHER FINANCING: Is other financing Involved not covered in (b) or (c) above? ❑Yes O ri� & Int. only) Type: @ —% interest for — Years- Pymts-tMo ' 3_ - p New Loan Li Bank or Savings & Loan ❑ Fixed Rate ❑ Assumed Existing Loan Balance ❑ Loan Carried by Seller ❑ Variable Rate Amount - -- Balloon Payment ❑ Yes ❑ No Due Date . ..... ... .---- outs tanding Balance: Amount WAS AN IMPROVEMENT BOND ASSUMED BY THE BUYER? (3 yes 13 No Outs F. TOTAL PURCHASE PRICE (or acquisition price, if traded Ar exchanged, include real estate commission if paid.) Total Items A through E $ G. PROPERTY PURCHASED ❑ Through a broker 0 Direct ► from seller 0 From a family member ❑ Other (explain) If purchased through a broker, provide Please explain any special terms or financing and any other Information that would help the Assessor understand the Purchase prim and terms of sale. PART IV: PROPERTY INFORMATION A. TYPE OF PROPERTY TRANSFERRED: 13 Agricunural O Timeshare o Single- family residence [3 o Cop /Own- your -awn ❑Manufactured home a Multiple - famlly residence (no. of units: ) ❑Condominium ❑ Unimproved lot ❑ CommerclaUlndustrlal O Other (DesaipUon: i.e -, Umber, mineral, water rights, etc. p No B. IS THIS PROPERTY INTENDED AS YOUR PRINCIPAL RESIDENCE? Yes 20 , 20 or intended occupancy 1 If yes, enter date of occupancy (month) ( &y) (year) (month) (day) (1 ) C. IS PERSONAL PROPERTY INCLUDED IN PURCHASE PRICE? ❑(i,Y�fUmhure, farm equipment, machinery, etc.) D Yes ❑ No (other than a manufactured home subject to local property � purchase Yes price S (Amach itemized list of personal property) in If yes, enter the value of the personal property D, IS A MANUFACTURED HOME INCLUDED IN PURCHASE PRICE? ❑ Yes ❑ No if yes, how much of the purchase price Is allocated to the manufactured home? $ E. DOES THE PROPERTY PRODUCE INCOME? ❑ yes IM no if yes, is the income from: ❑ Lease/Rent ❑ Contract ❑ Mineral Rights ❑ Other -Explain: F_ WHAT WAS THE CONDITION OF PROPERTY AT THE TIME OF SALE? ❑ Good ❑ Average O Fair ❑ Poor Please explain the physical condition of the property and provide any other information (such as restrictions, etc.) that would assist the Assessor in determining the value of the property: CERTIFICATION OWNERSHIP TYPE ( ,") proprietorship ❑ l ciertify that the foregoipg is true, correct and complete to theme best of and belief. pro r�e tors ❑ Th/s declaration is b/nding on each and every Corporation ❑ Other ❑ TITLE NAME OF TRANSFEAFE OR OFFICER OF TRANSFEREE (typed orpented) DATE OF TRANSFEREE OR OFFICER OF OF ENTITY (rypedoipint�) TELEPHONE NUMBER ADDRESS (OWd - PrOled) ID NUMBER NOTE: The Assessor may contact you for further inTormauunr If a document evidencing a change of owhneersehr presented re der may charge an additional eoordingtfee concurrent S20.pp t filing or a preliminary change of to the recorder for recordation Page 2 of 2 02/22/2005 13:25 FAX 619 232 1685 COMMONWEALTH LAND AMEBIC PRELIMINARY CHANGE OF OWNERSHIP REPORT In accordance with To be completed by transferee (buyer) prior to transfer of subject property must Bled w h of the each conveyance in the Cony Preliminary Change of for the county wihere the must property is located; this particularform may be used in all 58 counties of California. THIS REPORT IS NOT A PUBLIC DOCUMENT SELLFR/TRANSFEROR: Ronald M. Martin & Kay J. Martin BUYERITRANSFEREE: City of Encinitas, a municipal corporation ASSESSOR'S PARCEL NUMBER(S).- a portion of 258 -13032 PROPERTY ADDRESS OR LOCATION, Vacant Land, Encinitas, CA 92040 MAIL TAX INFORMATION TO, City Manager Name City of Encinitas, a municipal corporation Address 505 S_ Vulcan Ave. Encinitas, CA 92024 ?lam cal Z006/015 FOR RECORDER'S USE ONLY taxes applies to your property on March 1 of each year for the taxes owing in the following fiscal year, July NOTICE' A Ilan for property 1. The first installment becomes 1 through June 30. One -half of these taxes is due November 1, and one -half is due February responsible for the second delinquent on December 10, and the second installment becomes «delinquent l re on April 31n is mailed before November 1 to the owner of record- If this transfer occurs eR which you acquired may be subject to a supplemental assessment In an amount to installment of taxes due February 1 • The property y g lease call he Son be determined by the San Diego County Assessor. For further information on your supplemental roll obli ation, p PART L TRANSFER INFORMATION (Please answeran YES NO ❑ ❑ A. Is this transfer solely berween Lion f he nartie(s) of the (Addition person(s) holding title to he property (For example, a name change upon ❑ ❑ B. is this transaction only a correct marriage)? ❑ ❑ C. Is this document recorded to create, terminate, or reconvey a lenders interest in the property? her ❑ ❑ D. Is this document cn recorded dto substitute a trustee under a deed of trust. mortgage, or other similar document? ❑ ❑ E. Is this 13 ra❑ F. Did this transfer result In the creation of a joint tenancy in which the seller (transor) remains as one of the joint tenants? E3 [3 G. Does this transfer return property to the person who created the joint tenancy (original transferor) ? ❑ ❑ H. Is this transfer of property: ❑ ❑ 1. to a trust for the benefit of the grantor; or grantor's spouse? ❑ ❑ 2. to a trust revocable by the transferor? to the grantor within 12 years? ❑ ❑ 3. to a trust from which the property g dons? ❑ ❑ I. If this property is subject to a lease, is the remaining lease term 35 years or more grandpa written options? ❑ ❑ 'J. is this a transfer from parents to children or from children to paresis of a❑ge Of or older? Within the creme county? ❑ Yes ❑ No ❑ ❑ 'K. Is this transaction to replace a principal residence ce a person 55 y ❑ ❑ 'L. Is this transaction to replace a principal residence by a person e ho❑iN severely disabled as defined by Revenue and Taxation Code Section 69.5? Within the some county. registered with the California Secretary of State? ❑ ❑ M. Did this transfer result from the death of domestic axireassessment extausion, which may result In lower taxes on your property - •If you checked yes to J. K, or L. you may qualify for a property If you do not file a claim, your property will be reassessed. Please provide any other information that would help the Assessors to understand the nature of the transfer. If the conveying document constitutes exclusion the specific change In exclusions n rs coeds defined in section 62 of the Revenue and Taxation Code for any reason other than those lister above, Please answer a# questions in each seconn. /f a question does not apply, indicate H'l ��AM S/gn and date ar bottom of second page. PART II: OTHER TRANSFER INFORMATION A. Date of transfer If other than recording date B. Type of transfer. Please check appropriate box. ❑ Mer, Stock, or Partnership Acquisition ❑ Purchase CI Foreclosure E3 GGift ❑ Trade or Exchange . ❑ Contract of Sale - Date of Contract ❑Other p�ese explain: ❑ Sala/LeaseDadk D Inheritance - Date of Death ❑ Assignment of a lease ❑ Termination of a Lease ❑ Creation of Lease ❑ Dale lease began -' ❑ Original term in years (including written options) ❑ Remaining term in years (including written options) Remaining Term Monthly Payment — percentage transferred % C, Was only a partial interest In the property transferred? t] Yes ❑ No if yes, indicate the parker g Page i of 2 02/22/2005 13:25 FAX .619 232 1685 COMMONWEALTH LAND AMERIC [a 007/015 PRELIMINARY CHANGE OF OWNERSHIP REPORT indicate with "NIA, please answer, to the best of your know/e0ge, s)� a1PD�P RCHASE PRICE AND TERMS OF woes not apply, PART 1 Amount A. CASH DOWN PAYMENT OR Value of Trade or Exchange (excluding dosing wets) Amount $ B. FIRST DEED OF TRUST @ % Interest for years. Pymts/Mo. =$— (Prin. & Int. only) ❑ New loan ❑ FHA ❑ Fixed Rate a Assumed Etdsting Loan Balance O Conventional [3 Venable Rate — Wrapped) [3 Bank or Savings & Loan ❑ VA ❑All inclusive D.T. ($ - ❑ Finance Company ❑ Cal -Vel O Loan Carried by Seller Due Date _.._ -, Amount $ � - Balloon Payment ❑Yes ❑ No (Prin. & Int. only) Amount S °6 interest for years. PymtslM0`$ -- —❑ Now Loan C. SECOND DEED OF TRUST (g> ❑ Fixed Rate p Assumed Existing Loan Salams • Bank or Savings & Loan ❑ Variable Rate Amount $ • Loan Carried by Seller O Yes . ❑ No Due Date ^Amount S Balloon Payment D. OTHER FINANCING: Is other financing Involved rwt�CarNeores $ (b) or (c) above? O Yes Pnr° $ lnt, only) interest for _ years. PY - ❑ New Loan Type: ❑Fixed Rate ❑Assumed Existing loan Balance ❑ Bank or Savings & Loan la Variable Rate ❑ Loan Carried by Seiler ____ Amount ❑ Yes ❑ No Due den ude real Balloon Payment lance: Amount F,. WAS AN IMPROVEMENT BOND ASSUMED BY THE BUYER? ❑ Yes ❑ NO l estate commission if paid.) F. TOTAL PURCHASE PRICE (or acquisition price, If traded or exchange Tp ttl Kerns A through E $ Il G. PROPERTY PURCHASED E3 Through a broker ❑ Direct homer ❑ From a family member ❑Other (exp lain If purchased through a broker, provide brokers name and phone Please explain any special terms or financing and any other information that would help the Assessor understand the purchase price and terms of sale. PART N: PROPERTY INFORMATION A. TYPE OF PROPERTY TRANSFERRED: ❑ Agricultural ❑Timeshare E3 Single-family residence ❑ Coop/own-your-own O Manufactured home ❑ Multiple - family residence (no. of units:_) aCond°minium ❑ Unimproved lot Cl Commercialllndustrlal ❑ Other (Description: i.e., limber, mineral, water rights, etc. ❑ No B. IS THIS PROPERTY INTENDED AS YOUR PRINCIPAL' RESIDENCE? ❑ Yes 20 / 20 or intended Occupancy �r (day) —' (year) If yes, enter date of occupancy (month) (day) (y0ar) Yes ❑ No C. IS PERSONAL PROPERTY INCLUDED IN PURCHASE PRICE ?0 -Yes rnfurniture, form equipment, maWnery, etc.) ❑ (other than a manufactured home subject to local probe y ) (Attach itemized list Of personal Property-) If yes, enter the value of the personal property Included In the purchase price S p, IS A MANUFACTURED HOME INCLUD allocated IN c to ASE PRICE cured home? ❑$No If yes, how much of the purchase price E. DOES THE PROPERTY PRODUCE INCOME? ❑ yes O no If yes, is the Income from: ❑ Lease/Rent O Contract ❑ Mineral Rights ❑ Other - explain: F, WHAT WAS THE CONDITION OF PROPERTY AT THE TIME OF SALE? (such etc.) that would 8551st the Assessor in L] Good ❑ Average ❑ Fair O Poor Please explain the physical condition of the property and ,Provide any other information determining the value of the property: CERTIFICATION OWNERSHIP TYPE (�) Proprietorship ❑ l certify that the foregoing is true, correct and Dump e e ��end/Orpat>r1Br Partnership ❑ Tbls dedardtiotn is binding on each and every Corporation ❑ Other ❑ TITLE NAME OF TRANSFEREE OR OFFICER OF TRANSFEREE (typed OrD) DATE „eee ne ToerdSFFRFF OR OFFICER OF TRANSFEREE ID NAME OF ENTITY AVW jiypsd orPnntee) NOTE: The A66eaiOr may contact >I°U for further inTormi —on/ If a document evidencing a change ofe ownership �eretOrdermayrcharge an ddl6onal reeoidinBtfeeeof S20.00. concurrent filing or a preliminary Change of ownership Page 2 of 2 02/22/2005 13:26 FAx 619 232 1685 COMMONWEALTH LAND AMERIC PRELIMINARY CHANGE OF OWNERSHIP R EPORTfer of subject properly in accordance with To be completed by transferee (buyer) prior Section 480.03 of the Revenue and Taxation Code• ffice for the Ocvwner hip Rep rt must be filed with each conveyance in the County Recorder's o property is located', this particular form may be used in all 58 counties Of CBlifomia. THIS REPORT IS NOT A PUBLIC DOCUMENT SELLER/TRANSFEROR: Richard F. Campbell, Trustee of the Richard F. Campbell I rust BUYF- PJTRANSFEREE: City of Encinitas, a municipal corporation ASSESSOR'S PARCEL NUMBER(S): a portion of 258- 130 -54 PROPERTY ADDRESS OR LOCATION: Vacant Land, Encinitas, CA 92040 MAIL TAX INFORMATION TO: Name Address City Manager City of Encinitas, a municipal corporation 505 S. Vulcan Ave. Encinitas, CA 92024 zoos/015 FOR RECORDER'S USE ONLY ��' ` � in the following fiscal year. July property our property 1. The first installment becomes NOTICE: Alien for ro ne�a� o� th these is due November 1h and one -half isodueeFebruary rig to 1 through June 30. O risible for the second delinquent on December 10, and the second installment becomes ^ on or delinquent December 3lnyou miellj► be mailed before ore November 1 the owner of record. If this tmnSt'er ooCUIS after Ma supplemental assessment in an amount to installment of taxes due February 1. The property which You acquired may be subject to a be determined by the San Diego County Assessor. For further information on your supplemental roll obligation, please call the San TRANSFER answer all YES NO ❑ U A. Is this transfer solely between husband spouse, divorce settlement, etc.)? 9 e For example, a name change upon bd and wife (Addition of a spouse, death o a p E3 [3 B. Is this transaction only a correction of the name(s) of the person(s) holding title to the prop rty marriage)? E3 ❑ C. Is this document recorded to create, terminate, or reconvey a lenders interest in the property - ner ? ❑ ❑ D. Is this transaction co ded to substitute a t ustee under a deed of trust, ortglage. or othersimilar document? ❑ ❑ E. Is this document to which the sailer (transferor) remains as one of the joint tenants? ❑ ❑ F. Did this transfer result In the creation ffhajoint prson who created the joint tenancy (original transferor)? 13 ❑ G. Does this transfer return property ❑ ❑ H. is this transfer of property: ❑ ❑ 1. to a trust for the benefit of the grantor, or grantors spouse? ❑ p 2. to a trust revocable by the transferor?` reverts to the grantor within 12 years? ❑ ❑ 3. to a Lust from which the property to grandchildren)? ldren)? p ❑ I. tf this property is subject to a lease, is the remaining lease term 35 years or more including written options ❑Yes O No ❑ ❑ 'J. Is this a transfer from parents to children or from childr�no^o yeears of age orro der? Within the grandparent(s) ame county? p ❑ 'K. Is this transaction to replace a principal residence by a Pe p p 'L. is this transaction to replace a principal residence by ape� Ye who is severely disabled as defined by Revenue an Taxation Code Section 69.5? Within the some county . C] ❑ M. Did this transfer result from the death of a domestic partner currently exclusion istered which wmay result California op your property. 'If you checked yes to J, K, or L, you may qualify for a property If you do not file a claim, your property will be reassessed. Please provide any other information that would help the Assessors to understand the nature of the transfer. If the conveying document constitutes an exclusion from s specific change claimed-, defined In section f32 of the Revenue and Taxation Code for any reason other than those listed above, set forth the pe Please answer all In each section. t PART ion � R TRANSFER INFORMATION nand date at bottom of 'co A. Date of transfer If other than recording dale ulsltlon g. Type of transfer. Please check appropriate box, p Merger, Stock, or Partnership Acq C3 Purchase C3 Foreclosure ❑ Gift ❑Trade or Exchange Cl Contract of Sale -Date of Contract [3 O1her: Please explain: ❑ Salell easeback ❑ Inheritance . Dale of Death ❑Assignment of a Lease C) Termination of a Lease C1 Creation of Lease ❑ Date lease began O Original term in years (including written options) ❑ Remaining term In years (Including written options) Remaining Term % Monthly Payment rt transferred? ❑Yes O No If yes, indicate the percentage transferred C. Was only a partial Interest in the property Page 1 of 2 02122/2005 13:26 FAX 619 232 1685 COMMONWEALTH LAND AMEBIC Z009/015 PRELIMINARY CHANGE OF OWNERSHIP REPORT indicate with "N/A c,AaaA answer. ro the best of your knowledge, all applicab /e questions; sign and date. lfa quest/on Goes not aPP/Y - - -- - -- - A.u, v=ouc nr RAL_IF rpwm I nr „ -- Amount A. CASH DOWN PAYMENT OR Value of Trade or Exchange (excluding dosing COStS) Amount $ B. FIRST DEED OF TRUST Q % interest for years. PymLgJMo. =$_ (Prin. 8 Int. OnlyEl New Loan ❑ FHA CI Fixed Rate E3 Assumed Existing Loan Balance Conventional 1] Variable Rate Wrapped) ❑ Bank or Savings & Loan E3 E3 Co [] All inclusive D -T- ($ ❑ Finance Company ❑ Cal -Val ❑ Loan Carried iDy Seller Amount $�- ❑ Yes O No Due Date �— Pin. & $ only) Amount Balloon Payment Interest for years. Pymts/Mo. =$ — r . SECOND DEED OF TRUST gn ❑ New Loan ❑ Bank or Savings & Loan ❑ Fixed Rate ❑ Assumed Existing Loan Balance ❑ Loan Carried by Seller ❑ Variable Rate Due Date Amount $ :- Balloon Payment O Yes O No - -- Amount $ c above? ❑ Yes ❑ No D. OTHER FINANCING: Is other financing involved not covered $ (b) or O ___ (Prin. & int. only) interest for _. years. PymtsJMo $ ❑ New Loan Type: 0 ❑ Fixed Rate ❑ Assumed Existing Loan Balance ❑ Bank or Savings & Loan ❑Variable Rate ❑ Loan Carried by Seller Amount $_._.............. - Balloon Payment ❑ Yes ❑ No Due Dale _............__-_ --- E. WAS AN IMPROVEMENT BOND ASSUMED BY THE BUYER? ❑ Yes lO real e5l outstmmisslon If lance' $___... •.,, _...- .__ - -••• F. TOTAL PURCHASE PRICE (or acquisition price, if traded or exchanged, include Totill Items A through E $ G. PROPERTY PURCHASED O Through a broker ❑ Direct from seller ❑ From a family member ❑ Other (explain) If purchased through a broker, provide broker's name and phone number: price and terms of Please explain any special terms or financing and any other information that would help the Assessor understand the purchase pr sale. PART IV: PROPERTY INFORMATION TYPE OF PROPERTY TRANSFERRED: ❑Agri�cultural ❑ ❑ Timeshare ❑ Single- family residence ❑ co- your -own Manufactured home ❑ Multiple - family residence (no, of units: ) ❑Condominium ❑ Unimproved lot ❑ Commerdalllndustrlai ❑ Other (Description: i.e., limber, mineral, water rights, etc. ❑ No B. IS THIS PROPERTY INTENDED AS YOUR PRINCIPAL RESIZDENCE? I [ occupancy (� 1 /Oey) 20 (Y1 If yes, enter date of occupancy (month) (day) (Year) C. IS PERSONAL PROPERTY INCLUDED IN PURCHASE PRICE? (1. e. furniture, farm equipment, n'IacNnerY, etc.) ❑ Yes ❑ No (other than a manufactured home subject to local property tax)? ❑ Yes ❑ No (Attach Itemized list of personal Property.) if yes, enter the value of the personal property Included in the purchase price $ D. IS A MANUFACTURED HOME INCLUDED IN PURCHASE PRICE? ❑ Yes ❑ No If yes, how much of the purchase price is allocated to the manufactured home? $ E. DOES THE PROPERTY PRODUCE INCOME? ❑ yes t] no if yes, Is the income from- ❑ Lease /Rent d Contract ❑ Mineral Rights O Other - Explain: F. WHAT WAS THE CONDITION OF PROPERTY AT THE TIME OF SALE? ❑ Good ❑ Average O Fair ❑ Poor rty and provide any other information (such as restrictions, etc.) that would assist the Assessor in Please explain the physical condition of the prope determining the value of the property: CERTIFICATION OWNERSHIP TYPE (�) Proprietorship ❑ /certify that the foregoing is true, correct and complete to th�e-0be`�st�aknowledge and belief Partnership ❑ Th/s dec/ara9lron is b/nd/ng on each and every Corporation ❑ Other ❑ TITLE NAME OF TRANSFEREE OR OFFICER OF TRANSFEREE (typs0 or printed) DATE clr.NATURE OF TRANSFEREE OR OFFICER OF TRANSFEREE NAME OF ENTITY (typed orpdnted) ADDRESS (typed orpdnfed) NUMBER 10 NUMBER NOTE: The Assessor may contact you for further intgrmuuol�r If a document evidenclng a changeofownershiip Is presented e recorder may recorder for additional record recording fee $20,opnt filing or a preliminary change of Page 2 of 2 02122f2005 13:27 FAX 619 232 1685 COMMONWEALTH LAND AMEBIC PRELIMINARY CHANGE OF OWNERSHIP R oPORTfer of subject property in accordance with i To be completed by transferee (buyer) prior Section 480.03 it each conveyance in Taxation he County Recorder's office for the county Ownership where the must be filed with property is located; this particular form may be used in all 58 counties of California. THIS REPORT IS NOT A PUBLIC DOCUMENT SELLERRRANSFEROR. Cam -Mar Growers. a California general partnership BUYERlfRANSFEREE: City of Encinitas, a municipal corporation ASSESSOR'S PARCEL NUMBER(S): a portion of 258- 130 -73 PROPERTY ADDRESS OR LOCATION. Vacant Land, Encinitas, CA 92040 MAIL TAX INFORMATION TO' City Manager Name City f Encinitas, a municipal corporation Address 505 S. Vulcan Ave. Encinitas, CA 92024 Z010/015 FOR RECORDER'S USE ONLY NOTICE: A lien for property taxes applies to your property on March 1 of each year for the taxes owing in the following fiscal year, Jury 1 through June 30. One -hall of these taxes is due November 1, and one -#calf id O One tax bill is installment Novemberrl to delinquent on December 10, and the second installment becomes delinquent on April you may be responsible for the second The property which ou acqured may be subject to a supplemental assessment in an amount to the owner of record. if this transfer occurs after March 1 and on. or before December , Y installment of taxes due February 1. P pent Y be determined by the Son Diego County Assessor. For further information on your supplemental roll obligation, please cal) the n Diego Count Assessor. psRT I: TRANSFER INF rall 10590175) YES NO 'nd wife ❑ ❑ A. Is this transfer solely between husband names of heAperison(s) holding title Ue1to death of a the pope ty (For exams a name change etc.)? ❑ D B. Is this transaction only a Correction of the name( s) marriage)? interest (e.g. cosigner)? ❑ ❑ C. Is this document recorded to create, terminate, or reconvey a lenders interest in the grope U p D. Is this transaction recorded only to create, terminate, or reconvey a security ❑ ❑ E. Is this document recorded to suubstituta oint tenancy n which e seller (transfeeor) �remairtse astOng of he joint tenants? ❑ ❑ F. Did this transfer result in the crea to the person who created the joint tenancy (original transferor)? ❑ ❑ G. Does this transfer return property ❑ ❑ H. Is this transfer of property= cantor's spouse? ❑ ❑ 1. to a trust for the benefit of the grantor, or g D O 2. to a trust revocable by the transferor? ❑ ❑ 3. to a trust from which the property reverts to the grantor within 12 years? written options? ❑ ❑ 1. If this property is subject to a lease, is the remaining lease term 35 years or more including l7 Yes ❑ No ❑ ❑ •J. Is this a transfer from parents to children lor from be eilpe so 0 5 years of a❑ge or orrolderr? Within the grandparent(s) ame county? htQ Yes ❑ 0 •K_ is this transaction to replace a principal Y ❑ ❑ •L. Is this transaction to replace a principal residence by a person who is severely disabled as defined by Revenue and Taxation Code Section 69.57 Within the same county? ❑ Yes 0 No ❑ ❑ M. Did this transfer result from the death of a domestic partner Mee tcYl registered l hwmay result noowe taxes on your property, ,If you checked yes to J, K, or L, you may qualify for a property to reassessed ff you do not file a claim, your properly will bo . Please provide any other Information that would help the Assessors to understand the nature s the transfer. If the conveying document constitutes an exclusion t from ecc'f o exclusions claimed: s defined in section 62 of the Revenue and Taxation Code for any reason other than those listed above, set forth P Please answer al! questions In each section_ /f a question d06cn t ap I , FR IINFO NATION nand dare at bottom of second pa e. with 1AVA, A. Date of lisnsfer if other than recording date Partnership Acquisition 8. Type of transfer. Please check appropriate box, p Merger, Stock, or P O Purchase ❑ ForeCIOSUfe ❑ Gift O Trade or exchange 9 O Contract of Sale - Date of Contract ❑Other please explain' ❑ SaWLeasebadk ❑ Inheritance - Date of Death ❑ Termination of a Lease ❑ Creation of Leese ❑ Assignment of a Lease ❑ Date lease began ;tten opCwns) E3 Original term in years (including O Remaining term In years (including written options) Remaining Tenn % Monthly Payment Indicate the percentage transferred C. Was only a partial interest in the property transferred? ❑Yes ❑ No If yes, page i of 2 02122f2005 13:28 FAX 619 232 1685 COMMONWEALTH LAND AMEBIC Z011/015 PRELIMINARY CHANGE OF OWNERSHIP REPORT tnd'te with "WA." Please answer, to the best of your knowledge, all applicable quesdorls, sign and date. if s question does not ePO/Y PART III; PURCHIASE PRICE AND TERMS OF SALE Amount A. CASH DOWN PAYMENT OR Value of Trade or Exchange (excluding closing hosts) Amount — B. FIRST DEED OF TRUST 96 interest for years. Pymts/Mo. =S_ (Prin. & Int. only) Fixed Rate ❑ New loan 171 ❑ FHA Variable Rate ❑ Assumed Existing Loan Balance [] ❑ Va Conventional Wrapped) [3 Bank or Savings & Loan ❑ VA [3 All inclusive D.T. (S_— ❑ Finance Company ❑ Cal -Vet ❑ Loan Carried by Seller Amount $�_.._..,, ❑ Yes d No Due Date __.. Amount $ - Balloon Payment _ nn. & Int. only) C- SECOND DEED OF TRUST @ % imerest for years, I'yn'0 —$ �` p New Loan ❑ Bank or Savings & Loan ❑ Fixed Rate ❑ Assumed Existing Loan Balance ❑ Loan Carried by Seller ❑ Variable Rate Due Date _ „— Amount S Balloon Payment ❑ Yes ❑ No Amount $ D. OTHER FINANCING: Is other financing Involved not covered in (b) or (c) above? ❑Yes C) �� & int. only) Type: @ — %, interest for T years. PymtsJMo -_ $ ❑ New Loan ❑ Bank or Savings & Loan ❑ Fixed Rate d Assumed Existing Loan Balance C1 Loan Carried by Seller ❑ Variable Rate Amount $ -- DueDate _._..,..,_..,�..._.._. - - -�- .—.... Balloon Payment ❑Yes o BUYER? ❑ Yes 13 No Outstanding Balance: Amount E. WAS AN IMPROVEMENT BOND ASSUMED BY THE BU F. TOTAL PURCHASE PRICE (or acquisition price, if traded Ior exchang ed. include real Toms Iteffs A through E S G. PROPERTY PURCHASED O Through a broker O 41reet from seller ❑ From a family member ❑ Other (explain) If purchased through a broker, provide broker's name and phone number: Please explain any special terms or financing and any other Information that would help the Assessor understand the purchase price and terms of 6316. PART IV: PROPERTY INFORMATION A, TYPE OF PROPERTY TRANSFERRED: ❑ Agricultural ❑ Timeshare ❑ Single - family residence ❑ 00-op/Own -your -own ❑ Manufactured home ❑ Multiple- famlly residence (no. of units:) ❑Condominium ❑ Unimproved lot ❑ Commercial/Industrial ❑ Other (Description! Le., limber, mineral, water rights, etc. ❑ No B. IS THIS PROPERTY INTENDED AS YOUR PRINCIPAL RESIT ENCE? 131 lensded occupancy o_/ 20 120 or If yes. enter date of occupancy I th) (5y) (year) (month) .) 0 tyO C. IS PERSONAL PROPERTY INCLUDED IN PURCHASE PRICE? (i. e. furniture, farm equipment, machinery, etc.) O Yes ❑ No (other than a manufactured home subject to local property tax)? ❑ Yes ❑ No (Attach itemized list of personet ProPeRy -) If yes, enter the value of the personal property included in.the purchase pace $ D. IS A MANUFACTURED HOME INCLUDED PPURCHASE PRICEE7 U Yes $ No If yes, how much of the purchase price s allocated to E. DOES THE PROPERTY PRODUCE INCOME? ❑ yes ❑ no If yes, is the Income from: O LeaselRenl M Contract 0 Mineral Rights ❑ Other - Explain: F. WHAT WAS THE CONDITION OF PROPERTY AT THE TIME OF SALE? ❑ Good ❑ Average ❑ Fair Q Poor Please explain the physical condition of the property and provide any other information (such as restrictions, etc) that would assist ltte Assessor n determining the value of the property: CERTIFICATION OWNERSHIP TYPE (�) Proprietorship ❑ I certify that the foregoing is true, cort and complete to the best sknowledge and belief Partnership 13 This dedatadon is binding on each and every 00-01107111111' Corporation ❑ Other TITLE NAME OF TRANSFEREE OR OFFICER OF TRANSFEREE (Iypedorprinrodl DATE SIGNATURE OF TRANSFEREE OR OFFICER OF TRANSFEREE a prin(ed) (wed or NOTE. The Assessor may contact you for Curtner rrnormall —i change of If a document evidencing a change of ownership is presented to the recorder afor additional recording fee e of $20-00- concurrent filing or a Preliminary ownership report, the recorder may Charge 02!2212005 13:28 FAX 619 232 1685 COMMONWEALTH LAND AMEBIC PRELIMINARY CHANGE OF OWNERSHIP REPORT properly in accordance with To be completed by transferee (buyer) prior to transfer of subject Change of Ownership Report Section 480.03 of the Revenue and Taxation Code. A Preliminary must be filed with each conveyance in the County Recorder's office for the county where the property is located; this particular form may be used in all 58 counties of Cal'rfomis. THIS REPORT IS NOT A PUBLIC DOCUMENT SELLEWRANSFEROR: Cam -Mar Growers, a California general partnership gUYER/TRANSFEREE: City of Encinitas, a municipal corporation ASSESSOR'S PARCEL NUMBER(S): a portion of 257 - 020 -21 CA 92040 PROPERTY ADDRESS OR LOCATION= vacant Land, Encinitas, MAIL TAX INFORMATION TO: City Manager Name City of Encinitas, a municipal corporation Address 505 S. Vulcan Ave. Encinitas, CA 92024 'P6.r&4e J Lfa NOTICE: A lien for property taxes applies to your property on March 1 of each year for the taxes owing iTh efollowing ttst�lment yeb comets November I to 1 through June 30. One -half of these taxes is due November 1, and one -hall is due February for the second delinquent on December 10, and the second installment becomes d on or before on April December 31,l you bill be responsible eif an amount to the owner of record. If this transfer occurs after Match lease call the San installment of taxes due February 1. The property which you acquired may be subject to supplemental roll obligation. p� be determined by the San Diego County Assessor. For further information on your supp TRANSFER INFORMATION (Please answers// IM 012/013 FOR RECORDER'S USE ONLY YES NO ❑ ❑ A. Is this transfer solely between husband and wife (Addition of a spouse, death of a spouosd example, names cthange upon of the person (s) holding title to the property ❑ ❑ B. Is this transaction only a correction of the name(s) Pe ( ) marriage)? ❑ ❑ C. Is this document recorded to create, terminate, or reconvey a lenders interest in.th t pro cosigner)? 3 ❑ D. Is this transaction recorded only to create, terminate, or reconvey a secmortgage, rity or other similar document? ❑ p E. is this document recorded to substitute a trustee under a deed of trust, ❑ ❑ F. Did this transfer result in the creation of a joint tenancy in which the seller (transferor) remains I transferor) ?fie joint tenants? ❑ ❑ G- Does this transfer return property to the person who created the joint tenancy (orig' ❑ ❑ H. Is this transfer of property: C3 ❑ 1. to a trust for the benefit of the grantor, or grantors spouse? E3 E3 2. to a trust revocable by the transferor? written options? ❑ ❑ 3. to a trust from which the property reverts to the grantor within 12 years? to grandchild ldren)? ❑ ❑ 1. If this property is subject to a lease, is the remaining lease term 35 years or more including ears of age or older? Within the same county? ❑ Yes ❑ No ❑ ❑ •J. Is this a transfer from parents to children or from children to parents? ❑ or from grandparent(s 9 ❑ ❑ 'K. Is this transaction to replace a principal residence by a person 55 y ❑ ❑ •L. Is this transaction to replace ,a principal k the same county? person ❑ Yes h❑ Noeverely disabled as defined by Revenue and Taxation Code Section 69.5. ❑ ❑ M. Did this transfer result from the death of a domtessttic reassessment exclusion whhi h may result in lowe to eston your p operty• •If you checked yes to J, K, or L, you may qualify for a property If you do not file a claim, your property will be reassessed. o understand the nature of the transfer, Please provide any other information that would help the Assessors t If the conveying document constitutes an exclusion from M a change n ownership cs defined in section 62 of the Revenue and Taxation Code for any reason other than those listed above, set forth the c ex viease gnswer ell questions in each secrion. /fa 4uTsrlon does apqlY, indicarsa with 'At/A' nand date at bottom ofsecond page. NFORMATION A. Date of transfer If other than recording date c,s,tlon B. Type of transfer. Please check appropriate box. ❑ Merger, Stock, or Partnership" ❑ Purchase Q Foreclosure ❑ Gift ❑Trade or Exchange ❑ Contract of Sale - Dale Of Contract ❑ Other Please explain: ❑ SalelLeaseback [3 inheritance - Date of Death ❑ Assignment of a Lease ❑ Termination of a Lease O Creation of Lease ❑ Date lease began ❑ Original term in years (including written options) ❑ Remaining term in years (Including written options) _ Remaining Term % Monthly Payment Y 171 sfe No If yes, indicate the percentage tranrred property C. Was only a partial interest In the property transferred? O e6 Page 1 of 2 02/22/2005 13:29 FAX 619 232 1685 COMMONWEALTH LAND AMEBIC Z013/015 PRELIMINARY CHANGE OF OWNERSHIP REPORT _ Please answer, to the besr of your knoWedgge,aall fDaP RCH PRICE AND TERMS OF SALE nor apply, lnd/care ttrirh N/A Amount A. CASH DOWN PAYMENT OR Value of Trade or Exchange (occluding dosing cow) Amount B. FIRST DEED OF TRUST @ 96 interest for years. Pymts/Mo - =$._ (Prin. & int. only) ❑ New loan ❑ Fixed Rate El FHA ❑Assumed Existing Loan Balance ❑ Conventional ❑ Variable Rate p Bank or Savings & Loan O VA ❑ All inclusive D.T. ($— Wrapped) ❑ Finance Company Cl Cal -Vet ❑ Loan Carried by Seller Due Date Amount 5. Balk3on Payment [3 Yes ❑ No (Prin. & Int. only) Amount 5 C. SECOND DEED OF TRUST °� Interest for years, Pymta/Mo =$ 13 ❑ Fixed Rate New Loan ❑ Bank or Savings &Loan ❑ Variable Rate ❑Assumed Existing Loan Balance ❑ Loan Carried by Seller Due Date _ Amount 5 Balloon Payment ❑ Yes O No .. Amount $ D. OTHER FINANCING: Is other financing Involved not covered In (b) or (c) above? ❑Yes -r Prl�o & Int. only) interest for _years. PymisJMo .= $ ❑ New Loan Tye' —"� ❑ Fixed Rate ❑ Bank or Savings &Loan ❑Assumed Existing Loan Balance ❑ Loan Carried by Seller ❑ Variable Rate Due Date _- .-..-......._-_._ -, Amount $___-- __--- - - - - -- -- - -. ~ -_ Balloon Payment ❑ Yes ❑ No E. "WAS AN IMPROVEMENT BOND ASSUMED BY THE BUYER? [3 Yes ❑ No Outstanding Balance: Amount F. TOTAL PURCHASE PRICE (or acquisition price, 9 traded or exchanged, include real estate Total Item missi A if through E $ G. PROPERTY PURCHASED ❑ Through a broker ❑ Direct from seller ❑ From a family member D Other (explain) If purchased through a broker, provide broker's name and phone number: Please explain any special terms or financing and any other information that would help the Assessor understand the purchase price and terms of sale. PART IV: PROPERTY INFORMATION A. TYPE OF PROPERTY TRANSFERRED: ❑ Agricultural ❑ Timeshare O Single -family residence ) o Co-op/own-your-own ❑ Manufactured home r3 Multiple-family residence (no. of units: ❑Condominium O Unimproved lot ❑ Commercial /Industrial C3 Other (Description: i.e., timber, mineral, water rights, etc. B. IS THIS PROPERTY INTENDED AS YOUR PRINCIPAL RESIDENCE? ❑ Yes ❑ No / 20 If yes, enter date of occupancy I , 20 or intended occupancy (�ronrh) (d ®y) (Yew) (WroWM) (say) (ye-) C. IS PERSONAL PROPERTY INCLUDED IN PURCHASE PRICE7 (I, e. furniture, farm equipment. machinery, etc.) C Yes O No (other than a manufactured home subject to local Property tax)? O Yes ❑ No (Attach itemized list of personal property.) If yes, enter the value of the personal property included in the purchase Price $ D. IS A MANUFACTURED HOME INCLUDED IN PURCHASE PRICE? ❑ Yes ❑ No If yes, how much of the purchase price is allocated to the manufactured home? $ E. DOES THE PROPERTY PRODUCE INCOME? ❑ yes ❑•no If yes, Is the Income from: ❑ Lease /Rent ❑ Contract ❑ Mineral Rights ❑ Other - Explain; F. WHAT WAS THE CONDITION OF PROPERTY AT THE TIME OF SALE? O Good ❑ Average ❑ Fair ❑ Poor Please explain the physical condition of the property and provide any other iMormetkxh (suds as restrictions, etc.) that would assist the Assessor In determining the value of the Property: CERTIFICATION OWNERSHIP TYPE (,) Proprietorship ❑ I certify that the foregoing is true, correct and complete to the best of my knowledge andbelie - Partnershlp ❑ This declarallon /s b/nd/ng on each and every Co-owner and/or pater. Corporation ❑ Other ❑ ed or rimed) TITLE NAME OF TRANSFEREE OR OFFICER OF TRANSFEREE (typ v OR OFFICER OF TRANSFEREE I DATE EMPLOYER ID NUMBER NAME OF ENTITY (lAwdorpnnred) ADDRESS (typed - Printed) TELEPHONE NUMBER NOTE: The Assessor may contact you for further Information/ If a document evidencing a change of ownership is presented to the recorder for recordation without the concurrent filing or a preliminary change of ownership report, the recorder may charge an additional recording fee of $20,00. page 2of2 02/22/2005 13:29 FAX 619 232 1685 COMMONWEALTH LAND AMERIC PRELIMINARY CHANGE OF OWNERSHIP REPORT To be completed by transferee (buyer) prior to transfer of subject property in accordance wih Section 480.03 of the Revenue and Taxation Code. A Preliminary Change of Ownership Report must be filed with each conveyance in the County Recorder's office for the county where the property is located, this particular form may be used in all 58 counties of California. THIS REPORT IS NOT A PUBLIC DOCUMENT SELLERlTRANSFEROR: Cam -Mar Growers, a California general partnership BUYERrrRANSFEREE' City of Encinitas, a municipal corporation ASSESSOR'S PARCEL NUMBER(S): a portion of 258 -130 -10 PROPERTY ADDRESS OR LOCATION: Vacant Land, Encinitas, CA 92000 MAIL TAX INFORMATION TO: City Manager Name City of Encinitas, a municipal corporation Address 505 S. Vulcan Ave. Encinitas, CA 92024 Z014/015 FOR RECORDER'S USE ONLY q1X_r-C.Q_` NOTICE: Alien for property taxes applies to your property on March 1 of each year for the taxes owing in the following fiscal year, July 1 through June 30- One -half of these taxes nstaldlment becomesldel nquent onlAprill 0. One tax bill is mat edtbeforel Nvvembbe 1�to delinquent on December 10, and the second r 31, you mill be sled be ore for the second r 1 the owner of record. If this transfer occurs after MaMb 1 and on or before Decen6e Installment of taxes due February 1. The property which you acquired may be subject to a supplemental assessment in an amount to be determined by the San Diego County Assessor. For further information on your supplemental roll obligation, please call the San CAPT I- INFORMA answer ell YES NO p ❑ A_ Is this transfer solely between o salon husband the name(s) of (Aperson(s) hokii g title to the property spouse. (For example, a name e change upon p ❑ B. Is this transaction only e c marriage)? property? ❑ ❑ C. Is this document recorded to create, terminate, or reconvey a lender's interest (e.g. cosigner)? ❑ ❑ D. Is this transaction recorded only to create, terminate, or reconvey a security or ❑ ❑ E. Is this document recorded to substitute a trustee under ah deed seller trust, mortgage. � remains as one similar doc joint tenants? ❑ ❑ F. Did o this transfer result in the oreaty to the tenancy created the joint tenancy (original transferor)? ❑ ❑ G_ Does this transfer return property ❑ ❑ H. Is this transfer of property: ousel ❑ ❑ 1. to a trust for the benefit of the grantor, or grantor's sp ❑ ❑ 2. to a trust revocable by the transferor? grantor within 12 years? ❑ ❑ 3. to a trust from which the property reverts to the g p ❑ 1, if this property is subject to a (ease, is the remaining lease term 35 years or more including written t ° grandchildren)? ❑ ❑ 'J. Is this a transfer from parents to children' or from children to parents? s of age orrolde ?� n Chet Gem E3 county? 13 Yes ❑ No p ❑ 'K. Is this transaction to replace a principal residence by a person ❑ ❑ 'L. Is this transaction to replace a principal residence by a person who is severely disabled as defined by Revenue and Taxation Code Section 69.5? Within the same county? 0 Yes 0 Ne registered with the California Secretary of State? p p M. Did this transfer result from the death of a domestic partner currently 9 result In lower taxes on your property. If you checked yes to J. K, or L, you may qualify for a property tax reassessment exclusion, which may If you do not file a claim, your property will be reassessed. ors to understand the nature of the transfer. Please provide any other information that would help the Assess If the conveying document constitutes an exclus the specific exclusions claimed s defined in section 82 of the Revenue and Taxation Code for any reason other than those listed above, set forth Please answer a# questions in each section. If a question does not apply, indicate with NIA'. Sign and date ar borrom of second page. rosarswon INFORMATION A. Date of transfer if other than recording date B. Type of transfer. Please check appropriate box. ❑ Trade or Exchange ❑ Merger, Stock, or Partnership Acquisition ❑ Purchase C3 Foreclosure ❑ Contract of Sale - Date of Contract ❑Other: Please explain, ❑ Sa1e1Le9$9Wc c ❑ Inheritance - Date of Death ❑ Assignment of a Lease ❑ Termination of a Lease O CreaWn of Lease ❑ Date lease began O Original term in years (Including written options) ❑ Remaining term in years (including written options) Remaining Term car, Monthly Payment a transferred C. Wes only a partial Interest In the progeny transferred'? E3 Yes O No If yes, indicate the percentage 1 or 2 COMMONWEALTH LAND AMEBIC a 015/015 02/22/2005 13:30 FAX 619 232 1685 PRELIMINARY CHANGE OF OWNERSHIP REPORT pmow, answer. to the best ofyour knowledge, all applicable 9uesdons, sign and date. QUf a q' W not epp/1'' Indicate with wA. - -- PART III: PURGMPZr- rnn.c ^&." • — -• - • - Amount A. CASH DOWN PAYMENT OR Value of Trade or Exchange (excluding dosing costs) pymts/M °• =$— (Prin. Amount S 8 Inl, only) f3, FIRST DEED OF TRUST ® °Io interest for years- ❑ Fixed Rate ❑ New Loan [3 Assumed Existing Loan Balance ❑ Fes' C3 Variable Rate ❑ Conventional rapped) ❑ Bank of Savings & Loan Co ❑ All inclusive D.T. DT (S_____ __— ❑ Finance Company ❑ ❑Loan Carried by Seller Amount $_ ❑ Cat -vet ❑ Yes ❑ No Due Date Balloon Payment % interest for : years• Pymts/Mo. =S �____ SECOND DEED OF TRUST @l --rLn. & Int. only) Amount S ❑New Loan C. ❑ Bank or Savings & Loan ❑ Fixed Rate 1-1 Assumed Existing Loan Balance ❑ Loan Carried by Seller ❑ Variable Rate Due Date ❑ Yes ❑ No _ _. „ Amount $- Amount $ ❑ Yes Balloon Payment OTHER FINANCING: is other financing involved not covered in (b) or (c) above? 0 g Int. only) D. % Interest for_ years. PymtsJMo .= 5 Type: ❑ Fixed Rate Y ❑ New Loan [3 Assumed Existing Loan Balance ❑ Bank or Savings &Loan ❑ Loan Carried by Seller ❑ Variable Rale Due Date .,�...•• Amount $ ��_____ _.— ___.._.._.__....._..._...,., -,- m -••- ____.____ ❑Yes [3 No Balloon Payment Outstanding Balance: Amount THE BUYER? ❑Yes g. WAS AN IMPROVEMENT BOND ASSUMED BY if traded or exchanged. I❑ uNdoe real estate commission If paid.) F. TOTAL PURCHASE PRICE (or acquisition price. Total Item A through E $ G• PROPERTY PURCHASED Cl Through a broker E3 direct from seller ❑ From a family member ❑ Other (explain) -- terms of if purchased through a broker, provide brokers name and phone number: understand the purchase pri ce Please explain any special terms or financing and any other Information that would help the Assessor PART IV: PROPERTY A- TYPE OF PROPERTY TRANSFERRED: ❑Agricultural ❑ Timeshare ❑ Single - family residence ❑ Manufactured home ❑ Co-op /Oren -your -own ❑ Unimproved lot ❑ Multiple- family residence (no- of units:_� ❑Condominium C3 Commerclallindustrial ❑ Other (Description: Le -, umber, mineral, water rights, etc- ❑ No 20 2 B. IS THIS PROPERTY INTENDED AS YOUR PRINCIPAL RESDOENCE4 C3 11e ded occupancy r� ley- l� If yes, enter date of occupanq (monrh) (day) (Yesrl etc.) ❑Yes ❑ No C. IS PERSONAL PROPERTY INCLUDED IN PURCHASE PRICE? CL e. furniture, ❑ farm equipment, machinery, (Attach itemized list of pacs°nal property-) (other than a manufactured home subject to local�y`. the purchase price $ - If yes, enter the value of the personal property D. IS A MANUFACTURED HOME INCLU DEa IIN PURCHASE ASE PRufactur 0 yes C3S No If yes, how much of the purchase price E. DOES THE PROPERTY PRODUCE INCOME? ❑ yes ❑ no B yes is the income from: ❑ Lease/Rent ❑ Contract ❑ Mineral Rights O Other - Explain' F. WHAT WAS THE CONDITION OF PROPERTY AT THE TIME OF SALE? etc) that would assist the Assessor In ❑ Good ❑ Average 13 Fair ❑ Poor vide any other information (such as restrictions, Please explain the physical condition of the property and pro determining the value of the property,. CERTIFICATION !OWNERSHIP TYPE ('�) • � roprietorship certfy that the foregoing is true, correct and comp a ay.otaner and/orpartner. artnership 0 Th /s dedaratfon is dndIng on each and eVery orporation ❑ ther ❑ TITLE NAME OF TRANSFEREE OR OFFICER OF TRANSFEREE (typed orpdnred) DATE OF TRANSFEREE OR or primed) DATE (NPad or printed) ID NUMBER NOTE: The Assessor may contact you for further informauont If a document evidencing a change of ownership I presented end t he recorder re as additional recording fee concurrent filing or a preliminary change of ownership report. Page 2 of 2 Confirmation Report— Memory Send Page : 001 Date & Time: Feb -28 -05 02:43pm Line 1 Lachine ID Job number 087 Feb -28 02:35Pm Date : 8916192994268 To Number of pages 037 Start time Feb -28 02:35Pm End time Feb -28 02:43pm Pages sent 037 Status OK Job number 087 _._. _... TgANS1viZTTAL FORM FAX 760/633 -2818 • Clty of Esaciaitas Engiueeriag 505 S_ ValcC�n 92024 3633 Encinitas. 7601633 -2770 TO FAX#: ' 268 NO -' OF PAGES:^�'� _ C)ATE 24. 2005_SENo TO: N R Z OF: Ar>OIRFSS' PHONE: - FROM' GR gH /ELOS L�J Call ASAP 0 Ft j' 8c Ca11 QPlease JKaridle T,4 Per Our Convarsatfon QReview 8c Retu ED F.Y.L ED Please it-ply by Chang@ Odder 6 sh ®ats 9 -8 Change Order 70 she ®ts 7 -8, 5-8 are °riginai estlrr�ates that were rsegotlated and plaras revised to reduoe •costs_ Change Order S9 sheets 7 -73 Ciaarsga Osier 40 sheets 7 S 2 lrsvolc® for eroslors contro/ measures $2,147 -00, sheets y -7_ Be advised we are w;3lting for another erosion control lnvoic® that is Campbell's responsJb!!!ty_ TRANSMITTAL FORM City of Encinitas FAX 760/633 -2818 505 S. Vulcan Avenue Engineering Encinitas, CA 92024 -3633 760/633 -2770 DATE _February 24, 2005_SEND TO FAX #: 619 - 299 -4268 NO. OF PAGES:-9 TO: LINDA BARTZ OF: ASARO KEAGY FREELAND McKINLEY & BARTZ LLP ADDRESS: FROM: PHONE: (760) 633 -2778 GR SHIELDS ❑ Call ASAP ❑Review &Call ❑ Review & Return ❑ F.Y.I. ❑ Please Handle 4� Per Our Conversation ❑ Please Reply by Change Order 6 sheets 1 -8 Change Order 10 sheets 1 -8, 5 -8 are original estimates that were negotiated and plans revised to reduce costs. Change Order 39 sheets 1 -13 Change Order 40 sheets 1 & 2 Invoice for erosion control measures $2,141.00, sheets 1 -7. Be advised we are waiting for another erosion control invoice that is campbell's responsibility. 1. r � �J 0 • ENCI�l9 s 4'rA01.ted A' November 5, 2003 Sierra Pacific West, Inc. P.O. Box 597852 A Encinitas, Ca 92023 RE: QUAIL GARDENS DRIVE CMS99F — CHANGE ORDER #6 Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: POTHOLE THE 16 "AND 8" WATER FOR DESIGN CONSIDERATIONS FOR CAMBELL'S PROPERTY PER ATTACHED. The increase in contract price for the above work is $2,689.82, (TWO THOUSAND SIX HUNDRED EIGHTY -NINE DOLLARS AND 82 CENTS). This change will NOT EFFECT the contract time. Please signify your acceptance of this change order by signing below. A copy of the original change order shall be sent to you for your original signature. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Greg Sjii' ds, P. E. Field Operations cc: Director of Engineering Services Mike Valles, Inspector CCEPT D BY: Tom Brown, sident Sierra Pacific West, Inc. Contractors License No. 597852 ACL TEL 760 - 633 -2600 / FAX 760 - 633 -2627 505 S. Vulcan Avenue, Encinitas, California 92024 -3633 TDD 760 - 633 -2700 recycled paper p.1 Nov 05 03 11:43a SIERRA PACIFIC WEST, INC. • General Engineering Contractor November 5, 2003 Serial No. 8092 -076 Sent Via Facsimile 60 233 -2898 77 Panes, CITY OF ENCINITAS Attn: Greg Shields 505 South Vulcan Ave. Encinitas, CA 92024 RE: Quail Gardens Drive SPW Project #8092 -03 Subject: Change Order Request #12 • Dear Mr. Shields: Sierra Pack West, Inc. is requesting a change order for the pot holing of the 16" and 8" water lines. Enclosed please find the backup documentation required to substantiate our request. Should you have any questions on this subject, please do not hesitate to call. Sincerely, SIERRA P IFIC ST, los ( uck) Cota Executive Vice President CC: Project File, Read File • e n ti..., 9%4PAn 6- EndnlW. CA 92023A6404- (760) 632 -0382 0 (760) 632-0438 Mov ,0,5 03 11:43a O r Ca 0 3: O 7 ce O 0. O w I••' & LL K 0W. O W W� J o 0 G z �a rz Q ix O g Ild Z Dz Q F- 0 U o • c O D W O � � r r M ON V Z 3 O to O N N r r N d4 669 � •c � HQ O 9 ti O V 0 _ �! z 0 N p: z O V L o ap� i N W N O O V c w O o b a o w o Z O Z F= u v d a o� ° v on O r Ca 0 3: O 7 ce O 0. O w I••' & LL K 0W. O W W� J o 0 G z �a rz Q ix O g Ild Z Dz Q ;INInirYloloIOI�IO Ism iO r r Q O m N O O M N F co V V N F_ N 5 m J SZ � � I r a w ZI a Q�j W F O P.2 O c F- 0 U 09 M c O D � J M ON V Z 3 O to O N N r r N d4 669 � •c E9 V 0 V' C O V dx a,Cn(L o W O V L = Y W W i N CY L m Z c w O o b a g �Wi U O Z N ;INInirYloloIOI�IO Ism iO r r Q O m N O O M N F co V V N F_ N 5 m J SZ � � I r a w ZI a Q�j W F O P.2 O c F- O O U ui M ZO V co O D N V O a Y M ON U-UO-, O to O N N r r N d4 669 E9 J o p O W co N � F � J O Y H ° a F3 J LL. O N V a 0 F IV ca 3 Z a J W Q Z W a_ W LL H C F P, 2 W CL ujH O C7 4. O U- O r G. ul U F- o U N U CC w a W ZO V co Z J FD Q O a. O a Y O CL Y J z O ZW O to O N N r r r P, 2 W CL ujH O C7 4. O U- O r G. ul U P.3 �Hcv ,05 03 11:43a NO. 420 P. 2 OCT- 22.2003 9:13AM ANDERSON PIPING ANDERSON PIPING CONTRACTORS, INC. PA. WX 2 5I7 !L OQON. CA UNi M. . (61Y) 57N.4W FAIL• PlflW . W UcoWHW7,A4N INVOICE DATE: SIERRA PACIFIC WEST ATTH: CHUCKCOTA INVO�/ 1dT 81 De LOCATION QUAIL aWO IS CBCM"ION POTHOUNG FOR jr, AC WATER LINE AND Y" REi1LANNNO WATER LNK FOR DEWSM&N "MAT —CM FOREMAN APPROL 10 10 IINR HR HR YIIOl PRICE 74.75 51.75 SORAL 747.50 WAD LA!lORER 10 HR 11.60 115.90 REYII T RUCK .a BACDE 10 HR DAY 25.75 287 `^Q 250AO fAloRLC COMPRESSOR ANOT00LS 1 EA 20.50 20.00 20.00 ENCH PLATE OS TN 31= D MIX SUBTOTAL N 10m'50 46% MARK4JP 0 21333 TOTAL i a WAS JI M$: 1!T 10 DAY& 11 p.4 ilav .0,5' 03 11:43a RA WORK REPORT NO. 420 P. 4 OCT. 22.1003 9: i 3AM ANDERSON P I P I N6� ANDERSON PIPING CONTRACTORS INC. License No P.O. Box 20517 • EL CNoN, CA 92021 . (619) 579 -1626 FAX(619)579-3407 c / WORK REPORT No. 16 7 4 CUSTOMS: DATE PERFORMED: d 'zg' ADDRESS: CHARGE TO l06 #: Z.T-fjas LOCATION OF WORK: ` 'S �i DE6CRIPTION OF WORK: Vr r-A p.5 , I;ov ,0,5 ' 03 11:43a (VT.11.2DC; 9:13AM ANDERSON PYPING CONTRACTORS INC. License No, 64M47 k p.0. Box 20517 a EL CA]ON, CA 92021 (619) 579 -1628 a FAx (619) 579 -3407 • • ANDERSON PIPINGRA WORK REPORT No. 420 P. 3 �, dW ,t/ WORK REPORT Nos 16 7 3 CUSTOMER _ DATE PERFORMED:' ADDRESS: LOCATION OF WOaKi �S CHARGE TO JOB N Aezdiz DESCRIPTION OF WORK: FOREMANXA% &-!-s 1W •� �_ P. 0. No. PHONE,16insr_y99,&= ftEQUtt31� or; �r•��ny :.... r . mqthr r;: ;J�1DR'�t:#MM ';:1�. li N� IIQ�� c . • ' fp ,; ,:�yi;•'Ji6wY M,fs '�.A$L1tl ��.. .�' i! i1rlY . 1aXTEKIM ' O �r Acr 2e- w MATERIALS: T�✓s �/ I certify work performed an this Work Order has been received In good condition and the labor and equipment hours and materials reported ere correct. Payment for the above work is due 30 days after date of Invoice. CUSTOMER'S AUT RIZED REPRESENTATIVE; - w AMOUNT OF THIS WORK REPORTt SPECIAL BILLING INSTRUCTIONS, IF ANY: SIeNh�re YItN OaM , Mov ,q5 03 11:43a DAILY EXTRA WORK REPORT SIERRA PACIFIC WEST, INC. P.O. BOX 231640, Ej CINITAS,, CA 92023 -1640 WORK REPORT P.6 JSTOMER: /% DATE PERFORMED �� /��" DORESS: �� /.A' 'SI l Vim• lj ,�- CHARGE TO JOB N DCATION OF WORK: �.� Pre e-r �llr1G y�,� �'f `�— it " / C /? ESCRIPTION OF WORK: .7y L61 -5 7A. FOREMAN: "r 1�q r7 �^ / 4 / „� ieL' G- PURCHASE _ ORDER X PHONE: EOUESTEO BY {Pnntl I EQUIP HOURS ST OT RATE EXTENSION LABOR & EGUIPMENT NO. Aw� - e ;; IATE RI ALS: I CertrlV work Derforrtted on th"I Work Order has been received in 9OW condition and the I&Wr and equ,oment hours and materials reported are mrreet. ,USMER'S AUTHORIZED REPRESENTATIVE. Signature Tit Ogle White, Office Canary, Field Copy AMOUNT OF THIS WORK REPORT: CIAL BILLING INSTRUCTIONS, If .7 p.7 I10.v X05 03 11: 44a DAILY EXTRA WORK REPORT SIERRA PACIFIC WEST, INC. y 1 P.O. BOX 231640, ENCINITAS, CA 92023 -1640 (760) 632 -0382 TLS ALA /`'A/ilA.�i�A J WORK REPORT ISTOMER: �` t v - Id IJ'f�� GATE PERFORMED )DRESS: )CATION OF WORK: �� `� r�/P�f�.tilS e% CHARGE TO JOB N K _ / �• n �% � A j ESCRIPTION OF WORK: Ae AArC IC �I �f✓ �I�' ` "' - d�472f +"V AMAZZ(2-41 FOREMAN: %r PURCHASE 000, I %/� J41,Z.[!s ORDER M PHONE: ;QUESTED 8Y: r 11`'`' 1PI'00 EQUIP HOURS RATE EXTENSION LABOR 3 EQUIPMENT NO. ST OT ! P AM / A A 1 ia.116 J a�i_ Slr/P cl�ly /� ATERIALS. • —_- I Certtfr work performed on this Work Order eras been reeenred in good Condition and the labor and equjomanl hours and materials reported art -- AMOUNT OF THIS WORK REPORT: correct. US ER'S AUTHORIZED REPRESENTATIVE. SPECIAL BILLING INSTRUCTIONS, if env! kgnnure Titif Dale White. Office Canary, Field Copy 0 Y v� ENrIN! ��O`POrared �9g� December 8, 2003 Sierra Pacific West, Inc. P.O. Box 597852 A Encinitas, Ca 92023 RE: QUAIL GARDENS DRIVE CMS99F —CHANGE ORDER #10 Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: ADDITIONAL WATER AND SEWER LATERALS AS SHOWN ON THE ATTACHED PROPOSAL AND PLANS CREATED BY PASCO ENGINEERING. • The increase in contract price for the above work is $37,903.80, (THIRTY -SEVEN THOUSAND NINE HUNDRED THREE DOLLARS AND 80 CENTS). This change will NOT EFFECT the contract time. Please signify your acceptance of this change order by signing below. A copy of the original change order shall be sent to you for your original signature. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. NOTE: THIS CHANGE ORDER DOES NOT BECOME EFFECTIVE UNTIL SIGNED BY DICK CAMPBELL. Greg Shields, P.E. Field rations Dick Campbell CCEP BY: Tom Bro r sident Sierra Pacific est, Inc. Contractors License No. 597852 cc: Director of Engineering Services • Mike Valles, Inspector TEL 760 - 633 -2600 / FAX 760- 633 -2627 505 S. Vulcan Avenue, Encinitas, California 92024 -3633 TDD 760 -633 -2700 ACI recycled paper 'Dec'02 03 09:42a SPW Executive Offices 0 SIERRA PACIFIC WEST, INC. General Engineering Contractor December 2, 2003 Serial No. 8092 -094 Via Facsimile 760- 633 -2898 3 Pages CITY OF ENCINITAS Attn: Greg Shields 505 South Vulcan Ave. Encinitas, CA 92024 RE: Quail Gardens Drive CMS99F SPW Project No. 8092 -03 Subject: Request for Change Order #15 Additional Water and Sewer Laterals on Campbell Property F.1 Dear Mr. Shields: Enclosed please find Siena Pacific West, Inc. cost to install the Water and Sewer Laterals to the proposed Campbell Property: Cost as Follows: 1. Subcontractor's cost - Lump Sum $ 34,458.00 (see attached subcontractor quote) 3.445.80 2. Sierra Pacific West, Inc. Mark Upper Specification $ Total Amount this Change Order Request $37,903.69 Should you have any questions on this request, please do not hesitate to call. Sincerely, SIERRA PACIFIC WEST, INC. Carlos (Chuck) Cota Executive Vice President CCC /mam CC: Project File, Read File P.O. Box 231640 ❖ Encinitas, CA 82023 -1640 :• (760) 632 - 0382 :• (760) 632 -5438 l bec' 02 03 09:42a SPW Executive Offices p.2 \' 10 ANDERSON PIPING CONTRACTORS, INC. P.O. WX 20517 EL CAJON, CA 92021 TEL• (91i) 579 -1ti2o FAX: (6TO )571-3W UCENSE 64064T46CS6 QUOTATION TO: SIERRA PACIFIC WEST We pmt oeae to fumish all labor MALP- ial a_Ma eawom"I naeasc ry to oaftorm The follorrino Items TAIs oURiatilon> 21ma 30 d_ys tree„ the date ahm and is owd_ for youl roMR12W wlthIn one JOa LOCATION QUAJL GARDENS IDENTIFIED REMOVAL OF 1f" ACP AMID INBTALL TEL BFV, GY ATTN: TEL FAX DATE: of wok sabieet to vaar of dafg�abeya CHUCK 760- 632.5436 10/2102043 t■rma and COMMON t lad. MaLMs otb=dse notes REM Ot'tSCfttpTlON �AtdrITY tIwr My PRICE TOTAL REMOVE SECTION OF EXJSTTNO ACP, INSTALL 1 -lo-TEE, 2-16-BUTTERFLY i La 20-910.00 = 20,410.00 VALVE, 1- 6- GATE VALVE AND STUB TO RJW NOTE: ALL CONDITIONS L113TED BELOW APPLY UNLESS SPECIFICALLY QUOTED ABOVE CONDITIONS: Oast rat hdudn eAentirp, pwmlh { 1aos, haul df, rlp rap trdfo asnael paMllO, ae/e enpineor, aw.sNns, LrordiooNl'i wafer nrAai, 61NPPP maastllos Ic* a.esoeen a onnriueuon waay. 2.10- WI Pagro c Payrnaok end FW Poywwrd upon eomplOw. MONO . Ma %Wmroern aflor W daM, erd"aN 444011 to me MM"WIa Anaem ell O O%WsWe by W. 1 Work a m done In aaaordancs with ptnne, opectltodaec, and auertldoo Idontlled sbmv. ANMRMN PIPING CgMIIAAGTORB 1142 Ong be oW*o In wrldna Porn m any pppoced ehsrpee. J. Aeq~ Crtllomta Proumittdry Llen Irdminallon ICall(erl;a Ch%I Mode 6ecaen 11MANS) ehal be plwbtad In ANOSRSW PIPWC COWRACTORS, M ba%m work besite. Acceptenve Pla+** earl and ream one Capp" vooroaon conaltuex re ANDERSON PIPING CONTRACTORS,INC. mis,ohd only egrsernent My pbr apteonwnie, neyOUaleny d . nal ed raatr heroin are of no (oam or $Vogt Firm: By: 0 By: Dells l Dec* 02 03 09:42a SPW Executive Offices p.3 VU. )1 r• C • r� p. M111R ni�C��Jv� iF:lW'db 1;UnIKAUIUK!$ INC.' ti 7. 2 001 > G o �M P,o. Box Mll SL CAJON, CA 12NI AIM w LiCENBC E40MT -A•03I QUOTATION TO: SIERRA ►ACW C WEST WC. ATTN: CHUCK TEL. 760 -§aM 2 FAX: 760432.6138 DATE: 8f61m6s WS M15106 10 fumhbAll bblL ffllft&i o IAM do m Ma Iohmi! a gnu ofwwA Ink 1n#ermund eandmw2 It". Tkb wotown LL Inn � UN bmjkLUL daa�o end h good !or rr�ic en el_�> Ihie one vial of dth &W gda s g2or tim &Md. JOB LOCATION CITY Of ENCWTAS IDENTrIED allAIL U"ENS OWE ADOMONAL WORK: IEWBR AND POTABLE WATFX ' OEaC01/ROK Ay Y�Mi �laR �RKii TGT�I aw"R INSTALL 30 L,P, r BOR35 MAIN. PLUG AT AI1K.1 EA MANHOLE, i L6 1154LW S 11,510,00 t EA CLEANOIA CONNECT TO EXISTING 0' V.C.P. MAIN POTABLE MATER IN8 � TOTAL i ADO ALTERNATE: TRENCH SPOIL AND DEMO HAUL-Off 1 LS 2500.00 S 2.5m.00 MST[: 1IORK DONE PER PHASING DOCUSSEiD AT MRtTWO TIIL09 ALL CORDITIONS USTEO BELO* APPLY. CONOMNI: '.Deng" k gaah**V' Pwatla A Ns hurl aE dp wa wk m of ioft aft w mK ww t wmbawft wow wwn, /WPM meow= Am* aea�ion 2 MaAdrt wra.w wd tL. Parmok�ae► aanpMYart Aaekwya .. e.Mau�+ �iQ dab and twtiaw b Yr n.G,nnl an.o• Qrv..b.geu Ypiar. i Wet b be dwo IM aocvaoa win �pt�+, ��e�. riA.�.�1a+ W 0 ab" AMGRSON FFM GWnPNCl9R .M *! e. eeEns hr+" PIW IC "s 10 �+D� 4 Asd Cola w- P�ITIwY Um Irdw�otlian PWnA CM Coda aaidl a>r7t+oMl aAtq be perhid b AoDCItiO) PPNO COIIMCInRO, MO Ofa+WaAt b. rbwalpntrdnemo�aap da4�»+arrNAwdr ANMRSON Pi KI CONTRACMR .M. Aocdalanw: aabaMdmhava•aon� MIPAo►�arfc ~ mow, Ma.. M nd W& tW" WG M no Ms a WK% Final 8r: By: 8111JOD Dow FRED ANDERSON RSSIMNT 'Nov 06 03 03:20p Sierra Pacific West Inc SIERRA PACIFIC WEST, INC. General Engineering Contractor November 6, 2003 Serial No. 8092 -077 Via Facsimile 760 - 633 -2898 2 Pages CITY OF ENCINITAS Attn: Greg Shields 505 South Vulcan Ave. Encinitas, CA 92024 RE: Quail Gardens Drive SPW Project #8092 -03 Subject: Proposal: Install Sewer ! Water at Campbell Property Dear Mr. Shields: Enclosed please find Sierra Pacific West, Inc.'s subcontractor's proposal to install both sewer and water at the Campbell property. Please disregard the twenty- four -inch (24') RCP Storm • Drain as it has already been taken care of. Following is the Revised Proposal without the 24" RCP installation: Cost as Follows: 1. Subcontractor's Proposal (see attached) $ 44,271.00 Lump Sum $ 4,427.10 2. Sierra Pacific West, Inc. Mark Up Total Cost this Proposal 1A0169" Should you have any questions on this subject, please do not hesitate to call. Sincerely, SIERRA PACIFIC WEST, INC. Carlos (Chuck) Cota Executive Vice President CCC Imam CC: Project File, Read File P.O. Box 231640 ❖ Encinitas, CA 92023 -1640 :• (760) 632 -0382 •'r (760) 632 -6438 p.I Nov 06 03 03:21p Sierra Pacific West Inc „ p'2 ANDERSON PIPING CONTRACTORS, INC. P.O. BOX 20517 EL CAJON, CA 92021 TEL: (619) 579 -1628 FAX: (619)5793407 LICENSE 640647,A -M6 QUOTATION ATTN: CHUCK COTA rO: SIERRA PACIFIC WEST TEL: 76f3 B32 -0382 FAX: 760.632-C43H DATE: 11!312000 JOB LOCATION QUAIL GARDENS DRIVE IDENTIFIED ADDITIONAL WORK -LOWER STORM DRAIN, INSTALL SEWER AND WATER DESCRIPTION ITEM APPIiOX. UNIT UNIT PRICE QUANTITY TOTAL SEINER INSTALL 36 LF. W SDR35 MAIN, PLUG AT RAN,1 - MANHOLE, 1 LS 11546.00 $ 11,546.00 1 - CLEANOUTI CONNECT TO EXISTING B" V.C.P. MAIN POTABLE WATER REMOVE SECTION OF EXISTING ACP, INSTALL 1 -16' TEE, 2 -16" BUTTERFLY VALVES, 1- 8" GATE VALVE.1 - AIR VAC, 1- TEMP MA.R., 2 - 2' BLOW -OFFS AND STUB 1 LS 25800.00 S 251800.00 TO RAN 1 LS 1100.00 S 1,1()0.00 EXTEND BLOW -OFF Q STA 12+85 EXTEND EXISTING AIR VAC 0 STA 30 +50 3�'OltM'DRA1Pt' 1 LS 1100.00 $ 1,100.00 TRAFFIC CONTROL TRAFFIC CONTROL FOR ABOVE WORK 1 LS 1825.00 $ 1,825.00 HAUL-OFF 1 LS 2900.00 $ 2,900.00 TRENCH SPOIL AND DEMO HAUL -OFF TOTAL S 46,371.00 .a NOTE: ALL CONDITIONS LISTED BELOW APPLY UNLESS SPECIFICALLY QUOTED ABOVE CONDITIONS: soils engineer, surveying. landscaping, water meters, SWPPP measures, rock arcavation & corwmetion water. 1.Does not include shooting, permits 8 Ices heal oft rip rap. t control, Paving, are to fete ma rimum finance charge albAxable by law. m changes. Y. Monthly Progress Paymerds and Full Payment upon completion. ins. nd q Accounts are deliabove. slier 30 days and they t to any proposed 3. Work to be done In accordance with plans, specillcations, and quantities Identified above. ANDERSON PIPING ANDERSON RACTORS,NC. shall be nobf�r g NC. before work begins. 4. Required California Preliminary Lion information (California Chill Code section 3t7B71309a) shell be provided to ANDERSON PIPING CONTRACT ANDERSON PIPING CONTRACTORS,INC. Please sign and retum one copy4hls quotation constib"s the tartCe: sole and only agcaement Any Prior agroernents- negotiations, etc., not set forth herein ere of no force or effect. Firm: By: Date k 11/4/03 BY: FRED ANDERSON PRESIDENT • 22 03 10:31a p � 7\, r r � SIERRA PACIFIC WEST, INC. General Engineering Contractor October 22, 2003 Serial No. 8092 -066 CITY OF ENCINITAS Attn: Greg Shields 505 South Vulcan Ave. Encinitas, CA 92024 RE: Quail Gardens Drive SPW Project #8092 -03 Subject: Proposal: Removal of 18" ACP Install Tee BFV and G.V. Dear Mr. Shields: Via Facsimile 760 - 633 -2818 1 Page Enclosed please find our subcontractors proposal for the removal of a section of the existing ACID and the installation of one (1) 14" tee and two (2) 16" butterfly valves, one (1) gate valve and stub out to the right of way. (° Cost as Follows: 1. Subcontractor's Cost, Lump Sum $ 20,410.00 2. Sierra Pacific West, Inc. Mark Up $ 2,041.00 Total Cost this Proposal $ 22,451.00 Should you have any questions on this subject, please do not hesitate to call. Sincerely, SIERRA P/ luck) Cota Vice President CC: Project File, Read File P.O. Box 231640 Encinitas, CA 820234640 -0- (760) 632 -0382 4 (760) 632-5438 p.5 4 4 P. 03 10:31a OCT.21.2003 1 :20PM ANDERSON PIPING 410.401 P. 1 ANDERSON PIPING CONTRACTORS, INC. P.O. BC* RMT EL ONON, CA 92021 TEL• 1910) 579-10!0 FAX; (01919 04W LO:ENB 94094T.A•Ci9 QUOTATION M. SIERRA PACIFIC WEST Vh Q 12 fullish adl labm r This eat bn ■ dm 90 mYi Ltern r• jbW tM 1s(Or York rA=klA wtML ona JOB LOCAT= WJAIL GARDENS (DENT IFm REMOVAL OF 19" ACP AND INSTALL TEE BFV OV ATTN: TEL: PAX; DATE: Y A* OhMildne CHUCK 4m 10121/a000 of 20idW 2l" Ira 0la0RNPTN N ��' ouAbtmr uNrr UNT"we TOTAL. REMOVE SECTION OF OUSTING ACP, INSTALL 1 -16' TEE, 2.16' BUTTERFLY 1 Le 20410.00 9 201410.00 VALVE, 7 - r GATE VALVE AND STUB TO PJW NOTE: ALL CONDITIONS LISTED BELOW APPLY URLM SPIOMFICALLY QUOTED ABOVE CONOitDDNO: t.0eoa net tmtide eAeoMl,, pondte t loob, hsW oa, dp nR raw asntol OainnO, oolk ely tiler, sn�srro, IeadbalvM wa, maeaPP so iodc osa6en a Qnrue0 weu. oe t Mo M r PsYAm l- eod FYN Fwwol upon eomp 0w. Aoee * $ft Wngmd NW 3049P. end 0" beb mkw Is" matlnwmllums 0Ie4e ellowWs w titer. 3 Walk to be done In ao0el0owe WM pWN, epodllarenr, and quoulimo MmOld show. AW*RWN PONS COMIRACTM.INC. shell a oW.10In NM og Pdm m SP41 1p0red ehrga. I. Regolal Cn/on%6 Prefmiauy Llea lnf M tWo (CAwrA CNr1 Lode Sodffl I MMM dub BOO 1 ll lo AMiRM PIP 4 COWRACTOPA, INC. bete Mat beeml. Maze 0" mw mium see mw6le quotaloa cmo*v o bYe ANDERSON PIPING CONTRACTORSANC. ��m oero sed oep slw. Anr,eln aQroeMMdn eegatloioae. eel, lql bM bnh heroin uo d ee(aee or eltetL First: By: 0 By: ow 0 SIERRA PACIFIC WEST, INC. General Engineering Contractor May 18, 2004 Serial No. 8092 -159 CITY OF ENCINITAS �} Attn: Greg Shields 505 South Vulcan Ave. Encinitas, CA 92024 RE: Quail Gardens Drive SPW Project No. 8092 -03 I CMS99F Subject: Request for Change Order No. 42 Dear Mr. Shields: Sierra Pacific West, Inc. is request order excavate material Campbell's property STA 13 + 90 to STA 16 we t side of Quail GardensDrveandimport t the East side of street to place and compact STA 17 +00 to 18 +70 to 21 +30 +22 +70 to 23 +50 to 26 +50. Enclosed please find the supporting documentation stipulating what was done and the corresponding costs. Cost as Follows: 1. DEWR # 2265 dated 1013103 $ 6,088.38 2. DEWR # 2266 dated 10/10/03 $ 5,042.52 3. DEWR # 2267 dated 10/11/03 $ 6,499.25 4. DEWR # 2268 dated 10/13/03 $ 6,564.61 5. DEWR# 2269 dated 10123/03 $ 8,871.10 Total Amount this Change Order $ 33,065.86 • P.O. Box 231640 L 0 Encinitas, CA icense #597852 0 www•s er apacf • (760) 632 -5438 icwest com Should you have any questions on this request, please do not hesitate to call. Sincerely, SIERRA PACIFIC WEST, INC. Thomas L. Brown President TLB /llm CC: Project File, Read File • • ( rn m \ \ \ CA � k /� \ 0 0 § �i ■ \ ■ m cn cn z \ 0 ■ m o :E 00 \ mm \ 00 ( k j k k ) § m ° > ) @ % @ > 'D /g T tk_ / \� q m 30 9 z k z a 0§ o\k§ 2 � z \ \ \ T j2 § < tG) m @ § § ° > m > I \ C D@ m 0 0 EU q \ \ > \ 0 c ECL E -n :E j }�\ 0 � . g /� \ 0 0 § �i ■ \ ■ m cn cn z \ 0 ■ m 0 q 0 0 r 0 .■ o :E 00 \ mm \ 00 ( \ § ) § m > $ « o. % @ /g tk_ / \� q m 30 2 k k \ a 0§ o\k§ 2 � z \ j2 § tG) m @ m & $ m 2 °q■ C D@ 0 D EU q \ 0 ECL E -n }�\ 0 � . 0 q 0 0 r 0 .■ m g; # m q � z > k X \ k I S� Z m z > k ( � / o :E 00 \ mm o 00 / \ § ) § m m $ « o. @ /g tk_ / \� q m 30 2 k k \ a 0§ o\k§ 2 � m g; # m q � z > k X \ k I S� Z m z > k ( � / oxoxoxo=91pxg$p § §M ¥-j m¥mwm¥ a z o @' P" 9 _ X k § » � ° up 0 X / § & 7 q $ $ k / \ S k k k 8 k m 00 / �� \ \\\ \\ \\/ 0000000000000 > M Z 0 § o G 2 & 7 3 > § 2 @ # > m 2 - -4 z g Cl) > 9 m \ k § A § / @ m § $ o :E 00 mm o 00 §\ ) q ) m �> ��om= .0 a) 0 0 �z z /g tk_ / \� q m 30 �ko 0 } o\k§ 2 � j2 § tG) m @ m & \( m 2 °q■ C N2� j §k 0 ECL E -n }�\ 0 . _ L2 m ��\ Z ;6 m[\ z =ice& w8Mo 00 n 9ga \ftc S2 C) C) m� a$ o {q > &§ «> ..* �N=�00 om �® -"k m 6000ƒ (0 ® 0 0 0 0 0 0 E z� E= R; n > P 2 > . m m -0 § 0 0 O CD � q m 2= § 3 m a_ a $ §k a_ a > , �_ ■ m & \ 0 2 0 3 C, , w co \ \\ S §k ) E w oxoxoxo=91pxg$p § §M ¥-j m¥mwm¥ a z o @' P" 9 _ X k § » � ° up 0 X / § & 7 q $ $ k / \ S k k k 8 k m 00 / �� \ \\\ \\ \\/ 0000000000000 > M Z 0 § o G 2 & 7 3 > § 2 @ # > m 2 - -4 z g Cl) > 9 m \ k § A § / @ m § $ DAILY EXTRA WORK REPORT SIERRA PACIFIC WEST, INC. P.O. BOX 231640, E j 632103 2, CA 92023 -1640 2265 � WORK REPORT usroMER: 14-3-6-3 GATE PERFORMED OOFIESS: ^ dD ! i2 —d� CHARGE TO JOB N Q OCATION OF WORK: v 4-1 / � ucN� ,ESCRIPTION OF WORK: FOREMAN: LW , 41u r-/ PURCHASE PHONE: 11,44,14-7:57 OROER N ��..��rn ev• IOnntl ��f ----_ condition and trio labor snd eoulpmwnt noun and materials reported are :USTOMER'S AUTHORIZED REPRESENTATIVE. signsture White, Office Canary, Field COPY n � . z m �> , �w 2 /§ � � | « n O 0 � � � Ti E m @ M z n O D r » m X z2 ( 0 2 N _ D m \ § q m w v q . $C z 0 \ cto q \ � ) § ) k k _ Z � - 2 V ; > § M § 2 cn § /_ \�m 3 w § 0 § c o � 7 m 2 0 2 m 10 2 § m �> o r / n ■ ~ ®2 k z > \ ( \ ® - 2 Ech E . 5 7 % 222 ),E 7 \\\ 2 E zz = +3 «o § /� ��§ �\\ a z« C mma / a +�E o c> z » w - ■ o ° B ■ X c n« R P ¥& » c o 0 o a - a 2 o� 0000m< 'A -I CA k\ , o20m \§k) �\ PPg § @ 8 8 CDk 8 8 E E §§ 0> k k k k 7 J\ q 0 2 O O O § > ( \ / § § m ° m m m + = w 6 0 } 2 2 0 9 3 cn § 0 2 o �$ \ @ 0 k + 0 . § % 3 > 8& \ , k \ 0 +\ § \ )E m f / A r c m m q 0 o E % ) z cn z 0 o= p I 0� p; p= 0 m p § j r 5§9§9%9 §m§9§9= ) ¥ \ 0 E 0 o n ;a -.4 /\ _ co 7 / 0 CA m g § $ G a k 3 _ 0 uo D § k § 8 G k( q p§ ] o > ® X a § 5 k\ _ ° \k \ @ § \ PP\ gPg�g�P�P000 8 8 8 8 8 8 E § S 8 E 8 8 E 8 8 8 8 G q 8 @ § n � . z m �> , �w 2 /§ � � | « n O 0 � � � Ti E m @ M z n O D r « m X _ D m m § § q m o § O m a \ \ � ) § ) k k § Z � - 2 E ; > § § 2 ( } w § k § c o m DAILY EXTRA WORK REPORT 2266 SIERRA PACIFIC WEST, INC. • P.O. BOX 231640, ENCINITAS, CA 92023 -1640 (760) 632 -0382 rA s WORK REPORT JSTOMER: GATE PERFORMED /d -le—&43 DRESS: p CHARGE TO J08 N 91617c; )CATION OF WORK: :SCRIMON OF WORK: FOREMAN: / "- lbr , PURCHASE PHONE: ORDER N :QUESTED BY: IPnntl HOURS EQUIP ggTE EXTENSION LABOR & EQUIPMENT NO. ST OT 4 gc;j Z�db �rr¢1 L/'o ke N ATERIALS: e)167 R.r4 g R a. �°c =�,,4 Tr I Certify ork performed on this Work Order has been reeetveC ,n good w condition and the Isbar and eOu,prnent Maur, and materials reported are correct. JSTOMER'S AUTHORIZED REPRESENTATIVE. L:] Title Date agnature White. Office Canary, Field Copy 0 IS AMOUNT OF THIS WORK REPORT: AL BILLING INSTRUCTIONS. 1 any: o a nn m m o 00 ( �\ k § m ) . q g� k o 92222 8 2! 2 0® � $ 2 \0 > c� /E] ° § \ 0 R ) = m \ \ 2 t § o \ Cl) ¥ a § , \ m q « 2 0 m %> / tom Cl) > 2 �� § \§ ¢ \ o WE k z k �/\ / k \ƒ& > ■ o °,» n m D CL w3 / . + a @ ) .. f /� o�� =� «a 6U3 � a z� cn wMD w § �7 +w . n E;� z § g f G %\ k> k a j§ P 0 §aooaa�r ID o� 00000 �2 O . cn {_ > &§ E> -< �om �� q PPP P § %o -4rn 000coo 0 )o a m 00 @ 0 0 0 0 0 0 \ E > z� 32 r ° nq § \ { \ \ \ / § o \ k k q § $ _ _ w 0 \ \ 0 o o � o 3 2 m E E E E \ f 0 > { m{ 2 03 - q \ 3 > E$ q \ \ \ \ a z /j o a a > +\ \ 0 0 m m m £ > e o q k 4 > q i omp�p�p�gm0)0 § RGaM0 rn » § § 9 ) § R § _ ) § § } ¥ \ o k E 0 � > q . § ® 2 k } > q - = 00 _ 00 c ° 2 m o \ q CD § rq § q § 2 c X § § > \ $ 3 _ D ] $ § § \ k 0 8 8 E § p/ ju A ( 0 - > m -4 C)s = g M � / t m ° k $ j o § k / \ 9g\ g§g�g�P$gRg@ k 000 000000000000 000000000000 \ 000 DAILY EXTRA WORK REPORT SIERRA PACIFIC WEST, INC. P.O. BOX 231640, Ej OA CINI S, CA 92023 -1640 WORK REPORT 2267 :USTOMER: Id-11-103 DATE PERFORMED kDORESS: CHARGE TO roe M � v .00ATION OF WORK: �y ASCRIPTION OF WORK: ,--�r� FOREMAN: �' / , 144 , ! PURCHASE PHONE: U/►f'fOR 8 EQUIPMENT I Certjfy Work Dertormed On thus Work Order has been ret:nwa in 9aaa+.. conditnon and the IaWr and eouloment hours and matertals reported m CUSTOMER'S AUTHORIZED REPRESENTATIVE. Signature White, Office Canary, Field Copy � k M ) \ � m X D � � n -n n � m @ � .z n n§ 0z q0 �® /o Q > m m m . x w R m D �� ) nm o f mo o q m m o .o j q \ m z § \ m \ b § z § 4 4 z 9 § S q C- k m \ m> 0 § q k / @ j )� © m m c m $ � § ) 2 om k 2 zz % . % z 0M< � - ° E - O z k )k2 a E +2, ■ o Cl 7 EE E 2 E +-a _ Ln / ��§ \ \/ « _ § 7 S + 110-0. R C) / � _ §$��0 77 � 99 >� 0� 888§8m< ■$ \« . �&§ 0\ f° �kE\�cz g P g o P P P rn G$ 8@ 8 § 8 8 8 0® o 0/ E §� 0 \. k k k ( g > § q m q § q § � § ƒ § % m � = _ # e ) ° z E >■ t 2 z a k (D 0 E } ,$ 2 o\ r +! \ n q D E E ~ z f ° C3 F \ ) 2 j § / 2 o C) m m \ /� o / § o / m z 5 q o § \m n i j r \m \-jm m 2 > ®' ® ® _ � ) 1 § j ) CID co M \ / cn _ § D 2 \ \ \ \ \ \ \ f . p r ) # ® . M P", t k kq\ q ° k\ \o \ 0 / \\ %� 6 Im 0 0 0 0 0 o cc o 0 0 0 o c o o 0 0 � k M ) \ � m X D � � n -n n � m @ � .z n n§ 0z q0 �® /o Q > / m . x w m D m m nm o f mo o q m m .o q \ \ ( § k m \ b § z 4 4 z 9 § S > C- C- m \ § q § / @ m DAILY EXTRA WORK REPORT 2268 SIERRA PACIFIC WEST, INC. P.O. BOX 231640, ENCINITAS, CA 92023 -1640 (760) 632 -0382 WORK REPORT USTOMER: r DATE PERFORMED DORESS: 6 CHARGE TO JOB N OCATION OF WORK: ESCRIPTION OF WORK: FOREMAN: /21 ' A /4177- _ PURCHASE ,,�4LL S ORDER N PHONE: EQUESTED By: (Print) �<r'L / EQUIP HOURS RATE EXTENSION LABOR & EQUIPMENT NO ST OT y �or�2 14 ra oj��PA T6 1ATERIALS. I Ceritly work Oerformed on tt+ts Work Order has been reCatved ,n 90W Condition and the labor and ,,,Omofvt hours and ntatertals reported an correct. :USTOM£R'S AUTHORIZED REPRESENTATIVE. Signature T;ne Date White, Office Canary, Field Copy Fog ► AMOUNT OF THIS WORK REPORT: CIAL BILLING INSTRUCTIONS, -1 any: Ll ;C) m � x (A fD °3 F —<' v �� m o +-o 3 0 0, c 0 3 pj °) omi m + — G y N d V CO O O W N � m N S D v w �+ CO CL cn o v 3 D v + cn -4 DCD CD t y O Q O O O O w 0 + 4 �. O— O 0 O z A n O M m m a 0 M -4 z 0 N N Go t0 0 z X m T 0 M 3 m 0 ao U) m X D D n n m U) z n nn Oz �0 �O 0 0 m m m m o m X z m " v 0 o a 3 M O N w O n O W 0 -4 -4 m D 0 0 0 0 M 3 n D < O D m D C -i 0 0 N D O m A � 2 O z A CO Q N p C O m v D r m X z D O X m 'a O N • • ft • A �L- Q,� C DAILY EXTRA WORK REPORT SIERRA PACIFIC WEST, INC. P.O. BOX 231640, E CINIT S, CA 92023 -1640 WORK REPORT 2269 DATE PERFORMED ii3OORESS: /9 1! Ft:0 d '. w n n . —. _ / /Q. CHARGE TO JOB N _OCATION OF WORK: DESCRIPTION OF WORK: FOREMAN:// '7, MU U T7 _ PURCHASE PHONE: ORDER N REQUESTED 8Y' lPnntl c; ;I7P HOURS o,, i EXTENSION LABOR & EQUIPMtn i 1 Certify work performed on Inn Work Order nag °`Ter�als reoortW are condition and the labor and p rne ulpnt hours and correct. CUSTOMER'S AUTHORIZED REPRESENTATIVE. Signature White, Office Canary, Field Copy SIERRA PACIFIC WEST, INC. S L General Engineering Contractor May 18, 2004 Serial No. 8092 -160 CITY OF ENCINITAS G Attn: Greg Shields 505 South Vulcan Ave. Encinitas, CA 92024 RE: Quail Gardens Drive SPW Project No. 8092 -03 / CMS99F Subject: Request for Change Order No. 43 Dear Mr. Shields: Sierra Pacific West, Inc. is request a change order for additional work at San Dieguito /Campbell property. Enclosed please find the supporting documentation stipulating what was done and the corresponding costs. % Cost as Follows: 1. Subcontractor's Cost $ 42,071.00 2. Sierra Pacific West, Inc. Mark up $ 4,207.10 Total Amount this Change Order $ 46,278.10 Should you have any questions on this request, please do not hesitate to call. Sincerely, SIERRA PACIFIC WEST, INC. Thomas L. Brown President TL13/lIrn CC: Project File, Read File P.O. Box 231640 License #597852 9 www•s e� apacf • (760) 632 -5438 icwest com ANDERSON PIPING CONTRACTORS, INC. F.0. BOX 20.91T EL CAJON. CA 82021 TEL' (Sig) ST1+11i28 FAX: $lS J79S407 LICENSE "OW.AX36 QUOTATION ATTX CHUCK COTA EiER" FACING YM TEL 7W -892 FAX: 7W-t= —'438 Cyan- 11(Y2t703 MggSELto h jjvi4 1onQiUoru stshod ish I r cf da sbova mess othorwise noted. This yot•tloa as iron 30 from the date above and is for work o • within on• ATM SAL GA}[DENS DR1VL' ICENTWED mm SEWER INSTALL 36 L.F. 8' 30933 MAIN, PLUG AT RMI, 1 . MMHCILE, 1 .CLfANCUT, CONNEC?TO OG87MG E'Y.C.P. MAIN POTABLE WATER Rgl.tt7VE SECTION aF = xS5T1NG ACA, INSTALL 1 • tB TEE, -16' BUTTERFLY ERFlY VALM, 1 - g T VALVE, 1 - AIR VAC, 1- TEMP MAR, 2 -? 9LC7N-0 AND b'TUB TO RJW TRAFFIC CONTROL COifTROL FCR ABOVE WORK HAUL.OFF spc L wo p ldo HAUL -OFF TOTAL WM ALL CC s L-WrTm ga w IrFLY U}�S3 w.-Y 1(21JOTw A804E mm _ 1.DC w ��do rhoAm pon- 3 tsN. Aw dt ^P n•P eenl° s a .�ryd aAer ID do1i Vad nM� s° I i W MDrtsfW 21tra" preQs�a.0%wf"* t� f' (%� ° p, aHd� to MIOER>IOP1 PIP i - w- bb(m wont bwm A. 3. wwk -A a Awas in PhiYsaW Stan laformaoa' °" (L.NaNS CINI CadaCad� 9id+�" EOQYIO�B) AupERg01►1 P1pING CONTRA,CTORSA4 p�ar�yoe arl r.rr• � °°pY'��ID°d°"etiilin 81C cta_ not xtfordl h.ren 81r pets • 0 is l OF E1\('j�I �� 9p l�bnoratrd 19='C � January 6, 2005 Richard F. Campbell. 630 Encinitas Blvd. Encinitas, CA 92024 ATTN: Dick RE: QUAIL GARDENS DRIVE CMS99F Gentlemen: a q� • G� This letter is an invoice representing work performed on the subject contract on your benefit. Specifically, this invoice is erosion control work on your property west of Quail Gardens on October 27 & 28, 2004. Please remit payment of $2,141.00 to the City of Encinitas, c/o Rhonda Darling. If you have any questions, please call me at 633 -2778. Sincerely, `Greg Welds, P.E. Field Operations cc: Peter Cota - Robles, Director of Engineering Services Rhonda Darling, Management Analyst Mike Valles, Inspector AC� TEL 760 -633 -2600 / FAX 760 - 633 -2627 505 S. Vulcan Avenue. Encinitas, California 92024 -3633 TDD 760 -633 -2700 recycled paper W.S.S. Construction, Inc. P.O. Box 2187 Sun City, CA 92586 Bill To City of Encinitas Engineering Department 505 South Vuclan Encinitas, CA 92024 (� skf4 US Ship To 1000 ft N. of intersection on Quail Garden Dr. Encinitas, CA 92024 Invoice Date Invoice # 122/2004 882 -A Job No. Account # Project Contract No. EC 1004 #EC 1004 Item Description Qty Rate Unit Amount 1,772.80 1,772.80 Extra Work 10/27/04 - DWT 225 368.20 368.20 Extra Work 10/28/04 - DWT 226 Please see attached DWTs for breakdown of cost and description of work done. Thank you for your business. Total $2,141.00 Please Fax Release Requests to (909) 301 -6625 Payments/Credits $0.00 Balance Due $2,141.00 Phone # Fax # 951 -301 -0614 951- 301 -6625 • Conditional Waiver and Release Upon Progress Payment California Civil Code Section 3262 (d) (1) Upon receipt by the undersigned of a check from S in the sum of S Z i payable to W.S.S. Construction, Inc. and when the check has been property endorsed and has been paid by the bank upon which it is drawn, this document shall become effective to release any mechanics' lien, stop notice, or bond right the undersigned has on the job of located at of the following extent. This release covers a progress payment for labor, services, equipment, or material furnished to ►'t/l through ?/ U only and does not cover any retentions retained before or after the release date for which payment has not been received; extras or items furnished after the release date. Rights based upon work performed or items furnished under a written change order which has been fully executed by the parties prior to the release date are 1wovered by this release unless specifically reserved by the claimant in this release. This release of any mechanics' lien, stop notice, or bond right shall not otherwise affect the contract rights, including rights between parties to the contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to recover compensation for furnished labor, services, equipment or material covered by this release if that furnished labor, services, equipment or material was not compensated by the progress payment. Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. Dated: i)!�— By. W.S.S. Construction, Inc. Title: i Note: Civil Code 3262 (d) (1) Provides: Where the claimant is required to execute a waiver and release in exchange for, or in order to induce the e payee or joint payee check is r payment not, if fact, paid in exchange for the waiver and release or a sing given in exchange for the waiver and release, the waiver and release shall follow substantially the form •set forth above. W.S.S. Job # G�! 0 r v to 0 W.S.S. Construction, Inc. Ucense No. 815245 226 } DAILY WORK TICKET Job No. Date lQU Customer Job Description Foreman: 2: Acceptance: the above description of work and conditions are hereby accepted. Date: Authorized fay:_ Title: p.o. Box 2187 - Sun City, Ca 92586 909- 301 -0614 — Fax 909 - 301-6625 1 • tr -1 `_-j W.S.S. Construction, Inc. t ' Ucense No. 815245 DAILY WORK TICKET 225 Date Job No. 1-66 f 0 0 ►i 2 Customer Job Description e Foreman: Acceptance: the above description of work and conditions are hereby accepted. /., �-� Authorized By: gate: _ Titie: IIi -Z-if- p.0. Box 2187 — Sun City, Ca 92586 909-301-0614 — Fax 909 - 301-0625 ' M �lv a Foreman: Acceptance: the above description of work and conditions are hereby accepted. /., �-� Authorized By: gate: _ Titie: IIi -Z-if- p.0. Box 2187 — Sun City, Ca 92586 909-301-0614 — Fax 909 - 301-0625 • • • Date 0 TICKS 30t) 11 • • W.S.S. Coon, Inc. License No. 815245 DAILY WORK TICKET Date 3ob No. Customer Job Description 41 41 r Foreman: Acceptance: the above description of work and conditions are hereby accepted. Date: Authorized BY: Tide: P.O. Box 2187 — Sun City, Ca 92586 909-301-0614 - Fax 909-301-6625 W.S.S. Construction, Inc. P.O. Box 2187 Sun City, CA 92586 Q mE incl brec labor equip, this do Dated: W.S.S. C Note: civil and release claimant is n joint payee cl follow substarl W.S.S. Job 4 Bill To City of Encinitas Engineering Department 1505 South vuclan Encinitas, CA 92024 Job No. EC1004 Description Item 01/12/05 - EWT 3511 of cost Erosion Control Please see attached EW for breakdown and description of work done. ,h -for your business. 301 6625 Please Fax Release Requests to (909) Phone # Fax # 95- 301 -0614 951- 301 -6625 tnvoice pate Invoice ,# 212312005 963 -A ship To 1000 p N of intersection on Quail Garden Dr, Encinitas, CA 92024 Account # Qty Project #EC 1004 Rate Unit 3,537.55 Total Contract No. payments /Credits BalanCe Due Amount 5, W.S.S. CONSTRUCTION, LICENSE N0.815245 C. INC. O EROSION CONTROL % CUSTOMER O EXTRA WORK JOB TITLE r " PATE' LOCATION JOB NO. ...� ;_. ;+ -;, DESCRIPTION OF WORK 1 , I LABOR _ NAME _ 3..,e„I POSITION STRAIGHT TIME OVERTIME RATE F AMOUNT r-+ 5 'LABOR OVERTIME = 1 1/2 TIMES RATE LABOR SUBTOTAL ` t" E Q U 1 P M E N T 20% PROFIT /OVERHEAD DESCRIPTION TOTAL LABOR STRAIGHT TIME OVERTIME RATE AMOUNT rt J• 4'� 'OVERTIME ADD $15.00 HR FOR OPERATED - � EQUIPMENT MATERIAL EQUIPMENT SUBTOTAL 20% PROFIT /OVERHEAD DESCRIPTION TOTAL EQUIPMENT G-- ' QTY UNIT COST AMOUNT .. m t 'ALL EXTRA WORK WILL 3E CHARGED ON A TIME AND MATERIAL 3ASIS AT EXISTING SUBTOTAL RATES' TAX MATERIAL SUBTOTAL OREMAN 15°x, PROFIT /OVERHEAD 1 TOTAL MATERIAL UTHORIZED BY OMPANY TOTAL AMOUNT DUE - i rl `l s P.O. BOX 2187- -SUN CITY—CA-92—IM __ OFFICE: 951 - 301..0614 — FAX: 951 30125 - Contirmation Report— Memory Send Page 001 Date & Time: Feb -28 -05 02:43pm Line 1 Job nub Machine ID m or 087 Date Feb -28 02:35pm To 8916192994268 Number of pages • 037 Start time Feb -28 02:35pm End time Feb -28 02:43pm Pages sent 037 Status - OK Jnh ni,.L -. . cl t3' .0r El°ciaita5 SOS S_ Valcan Avenue Enclinl�8� C'A 92024-3633 FAX 760/633 -28IS 760/633 -2770 Engineering SATE Fab tiary 24, 2005 SENp TO F TO: AXE#- 6 9- IVOq OF: AGES: �3 O A��RESS: NL FRpM_ _ R Z GR SHIELDS RWONE: Call qg� - 7 ar cau Ploasc k-Xaazdla ►bi Q Pcr Our Convcrsahon �� Rc�""v am Chang@ Order 6 sheets 7 -8 i Change praler 70 s/vaets 7. S -8 8 era on neBrotlatQd ' Cha and p /ens rQVlsad to redvc @ •gina/ estlrr�ates that were nge Order .costs_ 39 sheets •1_73 Chars,9►s Order 40 sisee� •1 g •2 /tivo /ca :For @! os /on con Be adv /sed moo/ �aas�res $2 .147_ 00� s/�eets we are walting t'or another I -7_ can�p,be! /'s respons/b /! /ty_ e� -osion co ntro/ lnvolc® that is TRANSMITTAL, FORM City of Encinitas 505 S. Vulcan Avenue FAX 760/633 -2818 Encinitas, CA 92024 -3633 Engineering 760/633 -2770 DATE February 24, 2005 SEND TO F _ � #: 619 - 299 -4268 T° NO. OF PAGES: S9 L/Na,4 PAvr� _ OF FREELAND ADDRESS: FROM:' """ PHONE: 2GR*sH-1ELDS 760 633 -2778 ❑ Call ASAP ❑Review & Call ❑ Review &Return Please Handle � Per Our Conversation F.Y.I. ❑ Please Reply by yERE YOU ARE. Change Order 6 sheets 1 -8 Change Order 10 sheets 1 -8, 5_8 are original estimates that were negotiated and plans revised to reduce costs. Change Order 39 sheets 1 -13 Change Order 40 sheets 1 $ 2 Invoice for erosion control measures $2,141.00, sheets 1 -7. Be advised we are waiting for another erosion control invoice that is campbellys responsibility. December 27, 2004 Richard F. Campbell. 630 Encinitas Blvd. Encinitas, CA 92024 ATTN: Dick RE: QUAIL GARDENS DRIVE CMS99F Gentlemen: This letter is an invoice representing work performed on the subject contract on your benefit. Please remit payment of $122,059.23 to the City of Encinitas, c/o Rhonda Darling. If you have any questions, please call me at 633 -2778. Sincerely, Greg Shields, P.E. Field Operations cc: Peter Cota - Robles, Director of Engineering Services Rhonda Darling, Management Analyst Mike Valles, Inspector r O O LO O LO O N co O .-- E O N M COD O OMO O O M Cn CD O n CV M M N !� N M co 00 Co CC') O M U) co O to N CA M O 1 CV O O r O O N O d' V 'd; co CO M (D c} M N O M (b 0p 00 CA CO lC') I� 117 O r, CO O N o)) � O O M O CV O l CO r LO N co r Cp f� CO N CO N M� r r OC) O r O e} o) r, rt .-- r- In M O M N 0 ,N- CN N N O O O O O O O O O O CV f� .- .•-- il2ll N co O 000 cam') O p C� N N O O O N N 00 O CD M (D CA O M O C[j M 00 uMj p ar0 O CD O 00 t\ V N O O co O r O O N O f� (n p CO lij M N O !� (A O t} O 117 M O C CO f� _N CO N O N th 'ct ^ 00 !� COO 00 CO N O CO O O r N N M r oOj O N CF .,�- r `- O .-- l(j 'cr Cn O .- C17 r t* COO r li ^ O N N 000 ll7 O C` `- e- �t C'') N (T M CO N r. O O tT O O) M N �t O O r N N ��o�MCVC�Din. -� rn m a e�tfls9cfleau�e36%�cs�bsc »�s�dsc�v3cs� O 000 M CD M C j 00 O O Cn O N 6R ft? 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APPENDIX A — QUAIL GARDENS DRIVE HYDROLOGY MAP APPENDIX B — AES 2000 HYDROLOGIC MODELING INPUT AND OUTPUT SUMMARY APPENDIX C - WSPG HYDRAULIC MODELING INPUT AND OUTPUT SUMMARY APPENDIX D — REFERENCE MATERIALS LIST OF TABLES TABLE 3 -1 Summary of Drainage Basin Characteristics TABLE 4 -1 Summary of Inlet Lengths and Cleanout Locations ABSTRACT TITLE: Drainage Analysis for Quail Gardens Drive Improvements AUTHOR: Keith Gillfillan, P. E. SUBJECT: Hydrology and Hydraulic Analyses for Quail Gardens Drive improvements, City of Encinitas DATE: April 16, 2001 ABSTRACT: The City of Encinitas plans to reconstruct Quail Gardens Drive from Encinitas Boulevard to 350 north of Quail Gardens Court. This report provides the hydrologic and hydraulic (H &H) analyses for these improvments. Subbasins were developed to model the proposed hydrologic conditions along Quail Gardens Court. Curb inlet lengths and cleanout locations were determined based on hydraulic calculations per County of San Diego drainage design standards. The proposed 30 -inch reinforced concrete pipe will connect into an existing double 6 foot wide by 6 foot high reinforced concrete box (RCB) located near the intersectiontreet Encinitas and s�urao riding areas Court. s estmatedlat 47 generated from the s p CFS. I INTRODUCTION The City of Encinitas (City) plans to improve Quail Gardens Drive (QGD) between Encinitas Boulevard and 350 feet north of Quail Gardens Court. The street improvement project will involve • Reconstruction of QGD with sidewalks in certain areas • Installation of an 8 -inch reclaimed water main • Installation of a 30 -inch storm drain Private driveway improvements As a result of the QGD Improvements, new drainage facilities are to be designed and existing drainage facilities modified per County of San Diego (County) drainage design standards. The new drainage improvements will include the construction of curb and gutter with inlets, cleanouts, and underground stormwater conduits connecting these facilities along QGD. Modification to existing facilities will involve the connection to existing culverts and abandonment of certain drainage facilities. The City have requested Berryman and Henigar to perform hydrologic and hydraulic analyses for the subject project. The hydrologic analysis includes determining the discharge along the improved facility and determining the hydraulic capacity of the existing drainage systems. 2 OBJECTIVES There are two objectives to be met for this report: • Hydrologic analysis to determine the 50 -year storm discharge entering the proposed and modified drainage facilities • Hydraulic analysis to determine the 50 -year storm capacity of the proposed and modified drainage facilities The hydrology and hydraulic studies will involve review of County of San Diego's drainage design standards to perform rational method calculations to determine runoff. This report provides the methodology and summary of hydrology and hydraulic results performed by Berryman and Henigar as they pertain to project. nsociated maps, figures, and charts used for the calculations are included in the appendix 3 HYDROLOGIC METHODOLOGY AND RESULTS The runoff calculation methodology conforms to commonly accepted practices utilized in the San Diego region. The rational method as described in the County of San Diego Design and Procedures Manual for Flood Control and Drainage (October 1985) was used to obtain the runoff results shown for basin delineated on QGD hydrology map (See Appendix A). Detailed hydrologic model input and output results, support charts and graphs can be found in Appendices B and D. The following subsections describe the rationale behind each of the parameters used in the stormwater runoff calculation. 3.1 Basin Delineation Drainage basin limits were obtained through the use of a 400 -scale topographic map supplied by the City, conventional field surveying and site inspection. Portions of flow west of the street improvement will sheetflow onto QGD. The rest of the flow will be collected by brow ditches and Type F catch basins that are connected to the main storm drain on QGD. Street flow is channeled into curb inlets located along QGD. Smaller drainage areas on QGD were further defined to determine street County and standards.ed based on the capacity of the curb inlet p er Y and City of San Diego hydraul 3.2 Storm Frequency A 50 -year storm frequency Appendix XI -E, the City of precipitation duration (P6). 3.3 Runoff Coefficients was used for hydrologic analysis. Based on County standards, Encinitas produces approximately 2.2 inches of rain for a 6 -hour The composite runoff coefficient 'C' was used to determine slope and street discharge based on contributing area. Per County standards, Appendix IX, under Soil Group D, unpaved areas use a composite C -value pending land use, and paved area uses a C -Value of 0.95. 3.4 Time of Concentration and Intensity The time of concentration (Tc) was found by locating and calculating the travel time for flow from the most remote point of the subbasin to reach its outlet. The nomograph for determining Tc for natural watershed, Appendix X -A was used given elevation difference and length of travel. Due to size and slope of the initial drainage basins, all travel times were found to be less than 10 minutes. In these cases, a mo the hydrologic calcuation,sTc was further drthearadju adjusted each new subbasins are added Y discharge confluence point. The rainfall intensity (1) was determined using Appendix XI -A, Intensity- Duration Design Chart, provided in the County drainage design standards. The intensity can be found using either the Intensity- Duration graph or the following equation: I = 7.44 * P6 * D -0.645 I = Intensity (in /hr) P6 = 6 -hour precipitation (in) D = Time of Concentration (min) 3.5 Summary of Results The Rational Formula (Q =CIA) was used to calculate runoff discharge as required by County drainage standards. Table 3 -1 summarizes the final 50 -year storm discharge for individual drainage basins. Discharge shown below only reflect subarea flow discharge at each node. Detailed AES Hydrosoft model input and output results are shown in Appendix B. TABLE 3 -1 Summary of Drainage Basin Characteristics 4 HYDRAULIC METHODOLOGY AND RESULTS The hydraulic analysis of the existing storm drain system conforms to commonly accepted practices utilized in the San Diego region. The types of culvert flow are categorized according to the steepness of the subject pipe, the elevation of the headwater and tailwater. Culverts are classified as having inlet control. The Water Surface Pressure Gradient Package (WSPG) Version 12.9 was used to perform hydraulic analysis for all storm drains. The computer model accounts for head loss resulting from friction, pipe bends, entrance, exits, and junctions. The hydraulic model input and output results are located in Appendix C. Finally, if the total hydraulic head or headwater elevation does not exceed the existing ground elevation surrounding the culvert, then the culvert design can be said to be sufficient to carry the specific storm discharge. 4.1 Length of Curb Inlets and Pipe Capacity In order to satisfy the County curb inlet spacing and cleanout spacing requirements, the length of each curb inlet was determined based on a trial and error process. Initial discharge of the basin was determined based on parameters described in the hydrologic section. Using the City of San Diego formula shown below (See Appendix C), the length of the curb inlet was determined as follows: Q = 0.7 - (L) (A +Y) ,.s Q = Discharge (CFS) L = Length of Curb Inlet (ft) A = 0.33, Constant Y = Depth of Flow may not exceed the County requirement of 0.4 feet, given tangent slope at the proposed inlet (FT), Appendix X -D 3 Time of Composite Intensity I Subarea Discharge Concentration Runoff (In /Hr) Area (Acres) (CFS) Basin ID Node to Node (min) Coefficient C 11 16.63 A 102 to 100 12.46 0.47 3.216 5.138 1.00 4.88 g 100 to 104 6.03 0.95 0.70 3.741 2.80 7.33 C 107 to 104 9.86 2.75 0.95 8.514 0.32 1.29 D 104 to 108 7.97 0.70 4.29 2.25 6.76 E 109 to 108 7.84 0.70 4.338 2.25 6.83 F 111 to 112 7.68 0.55 4.106 3.40 7.68 G 114 to 113 116 to 115 11.25 0.45 3.436 1.10 1.70 H 1 1131 to 113 7.921 0.95 7.921 0.20 1.51 1.84 J 118 to 117 4.24 0.95 6.447 0.30 1.41 K 119 to 117 2.61 0.80 8.819 0.20 L 120 to 117 2.58 0.95 8.872 25.1 .1 Total 13.3 4 HYDRAULIC METHODOLOGY AND RESULTS The hydraulic analysis of the existing storm drain system conforms to commonly accepted practices utilized in the San Diego region. The types of culvert flow are categorized according to the steepness of the subject pipe, the elevation of the headwater and tailwater. Culverts are classified as having inlet control. The Water Surface Pressure Gradient Package (WSPG) Version 12.9 was used to perform hydraulic analysis for all storm drains. The computer model accounts for head loss resulting from friction, pipe bends, entrance, exits, and junctions. The hydraulic model input and output results are located in Appendix C. Finally, if the total hydraulic head or headwater elevation does not exceed the existing ground elevation surrounding the culvert, then the culvert design can be said to be sufficient to carry the specific storm discharge. 4.1 Length of Curb Inlets and Pipe Capacity In order to satisfy the County curb inlet spacing and cleanout spacing requirements, the length of each curb inlet was determined based on a trial and error process. Initial discharge of the basin was determined based on parameters described in the hydrologic section. Using the City of San Diego formula shown below (See Appendix C), the length of the curb inlet was determined as follows: Q = 0.7 - (L) (A +Y) ,.s Q = Discharge (CFS) L = Length of Curb Inlet (ft) A = 0.33, Constant Y = Depth of Flow may not exceed the County requirement of 0.4 feet, given tangent slope at the proposed inlet (FT), Appendix X -D 3 Using the Manning's Equation, stormwater pipe diameter was determined given discharge, Manning's N- value, and estimated pipe slope. Stormwater pipe diameter can further be used to determine flow velocity and time of travel between each curb inlet. This information is incorporated to determine travel time to and hydrologic discharge for the next drainage sub basin. Table 4 -1 summarizes the location and length of curb inlets and required pipe diameter connecting each proposed inlet along QGD. Table 4 -1 Summary of Inlet Lengths and Cleanout Locations Facility Type I Inlet Length (ft) Pipe Diameter (in)j Station 30 18 +00 Type B -1 Curb Inlet and A -4 Cleanout 22 18 +00 Type A -1 Curb Inlet 22 18" Lateral 17 +30 Type B Inlet and A -4 Clean out 22 30 e B -1 Curb Inlet and A -4 Cleanout 15 30 13 +88 Typ 6 30 11 +70 Type B -1 Curb Inlet and A -4 Cleanout 11 +70 Type A -1 Curb Inlet 6 18" Lateral 4.2 Existing Drainage Connection An existing double 6 foot wide by 6 foot high (6X6) reinforced concrete box (RCB) is located at north of the Encinitas Blvd and QGD intersection. The proposed 30 -inch storm drain will connect into the existing RCB, which will drain westward along Encinitas Blvd. The proposed 50 -year discharge volume was determined based on a combination of QGD gutter flow, brow ditch contributions, and drainage basin discharge west of QGD. 5 SUMMARY OF RESULT The 50 -year discharge volume of 47 CFS was determined based on a combination of QGD street surface /gutter flow, brow ditch contributions, and drainage basin discharge west of the proposed roadway alignment. Discharge will enter the existing 6X6 RCB via a 30 inch reinforced concrete pipe. Based on the hydraulic analysis performed, the proposed storm drain system is capable of carrying the 50 -year discharge under non- pressure flow conditions. REFERENCES 1. Advanced Engineering Software. Engineering Hydrologic Software Solution (HydroSoft) for County of San Diego. Version 2000. 2. CivilDesign, Inc. Water Surface Pressure Gradient Package (WSPGW), Version 21.9. August 1999. 3. County of San Diego, Department Procedure blic Works, Flood 1993. Control Division, California. Flood Control and Drainage Design 4. County of San Diego, Department of Public Works, Flood Control Division, California. Hydrology Manual. January 1985. 4 APPENDIX A QUAIL GARDENS DRIVE HYDROLOGY MAP APPENDIX B AES 2000 HYDROLOGIC MODELING INPUT AND OUTPUT SUMMARY Qgd.oIt RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982 -2000 Advanced Engineering Software (aes) Ver. 1.5A Release Date: 01/01/2000 License ID 1457 Analysis prepared by: Berryman and Henigar, Inc. 11590 West Bernardo Court, Suite 100 Sari Dieqo, California 92127 858- 451 -6100 DESCRIPTION OF STUDY * * * * + * * * * +r + + * + + * * + * * * * + ++ + * QUAIL GARDENS DRIVE HYDROLOGIC ANALYSIS, CITY OF ENCINITAS * BERRYMAN AND HENIGAR APRIL 2001 + + + rr+*++++++ r+ r+*+++++++++++ r++ r++++++ r++++ + + + + + + + +r + + +r + + + + + + + + + +rr + + +r ++ -- FILE NAME: QGD.DAT TIME /DATE OF STUDY: 10:28 04/15/2001 ---------------------------- ___ ___ __ ----------------- -------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION------------ - - - - -- -------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 50.00 6 -HOUR DURATION PRECIPITATION (INCHES) = 2.200 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 SAN DIEGO HYDROLOGY MANUAL "C"- VALUES USED FOR RATIONAL METHOD *USER FOR NATURAL EWATERSHED DETERMINED TBYB THE DCOUNTY OFE SAN MDIEGO GHHYDROLOG ION Y MANUAL (APPENDIX X -A).* NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED *USER- DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET- CROS'SFALL: CURB GUTTER- GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT- /PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) -(FT) -(FT)- (FT)- - (n) -- 1 22.0 17.0 0.020/0-020/0-020 0.50 1.50 0.0313 0.125 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET of -of as (Maximum Allowable Street Flow Depth) - (Top_ u 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* FLOW PROCESS FROM NODE 102.00 TO NODE 100.00 IS CODE =-- 21---- - - - - -- ------------------------------ - - >>>>> RATIONAL - METHOD - INITIAL - SUBAREA - ANALYSIS«« < - -- - - - - - - - - -- - -- *USER SPECIFIED(SUBAREA): RURAL DEVELOPMENT RUNOFF COEFFICIENT = .4700 S.C.S. CURVE NUMBER (AMC II) = 0 NATURAL WATERSHED NOMOGRAPH TIME OF CONCENTRATION (APPENDIX X -A) WITH 10- MINUTES ADDED = 12.46(MINUTES) INITIAL SUBAREA FLOW- LENGTH = 600.00 UPSTREAM ELEVATION = 285.00 DOWNSTREAM ELEVATION = 215-(A) ELEVATION DIFFERENCE = 70.00 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.216 SUBAREA RUNOFF(CFS) = 16.53 TOTAL AREA(ACRES) = 11.00 TOTAL RUNOFF(CFS) 16.63 FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE =--- 1____ - - - - -- ------------------------------------- ----------------------- -- ------------ ------------------------- Page 1 Qgd. out >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 12.46 RAINFALL INTENSITY(INCH /HR) = 3.22 TOTAL STREAM AREA(ACRES) = 11.00 PEAK FLOW RATE(CFS) AT CONFLUENCE = 16.63 FLOW PROCESS FROM NODE 100.00 TO NODE 104.00 IS C0DE-=--21---------- ------------------------ »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< *USER SPECIFIED(SUBAREA): ROAD(HARD SURFACE) COVER RUNOFF COEFFICIENT = .9500 S.C.S. CURVE NUMBER (AMC II) = 0 INITIAL SUBAREA FLOW - LENGTH = 950.00 UPSTREAM ELEVATION = 215.00 DOWNSTREAM ELEVATION = 190.00 ELEVATION DIFFERENCE = 25.00 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH 0- MINUTES ADDED = 6.03(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *CAUTION: SUBAREA FLOWLENGTH EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.138 SUBAREA RUNOFF(CFS) = 4.88 TOTAL AREA(ACRES) _ 1.00 TOTAL RUNOFF(CFS) = 4.88 r*++# r# r* r#+* r#+ r*+ r++# r*+*+* rrrr# r* r*#*#+ r*+ # # * # + #r + + * + + * + *r * # # # #r #r + #r #r +r FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE =--- 1---- - - - - -- _________ _ __-------------------------------------- -- - - - - -- ------------------ »» >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.03 RAINFALL INTENSITY(INCH /HR) = 5.14 TOTAL STREAM AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.88 FLOW PROCESS FROM NODE 107.00 TO NODE 104.00 IS CODE -= - 21---- - - - - -- --------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(SUBAREA): RURAL DEVELOPMENT RUNOFF COEFFICIENT = .7000 S_C.S. CURVE NUMBER (AMC I1) = 0 INITIAL SUBAREA FLOW - LENGTH = 680.00 UPSTREAM ELEVATION = 237.00 DOWNSTREAM ELEVATION = 190.00 ELEVATION DIFFERENCE = 47.00 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH O- MINUTES ADDED = 9.86(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *CAUTION: SUBAREA FLOWLENGTH EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.741 SUBAREA RUNOFF(CFS) = 7.33 TOTAL AREA(ACRES) _ 2.80 TOTAL RUNOFF(CFS) = 7.33 FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE =--- 1---- - - - - -- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: Page Qqd . out TIME OF CONCENTRATION(MIN.) = 9.H6 RAINFALL INTENSITY(INCH/HR) = 3.74 TOTAL STREAM AREA(ACRES) = 2.80 7 33 - PEAK FLOW RATE(CFS) AT CONFLUENCE _ ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH /HOUR) (ACRE) - 1 16.63 12.46 3.216 11,00 2 4.88 6.03 5.138 3 7.33 9.86 3.741 2.80 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 3 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH /HOUR) 1 20.63 6.03 5.138 2 25.18 9.86 3.741 3 25.99 12.46 3.216 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 25.99 Tc(MIN.) = 12.46 TOTAL AREA(ACRES) = 14.80 100.00 TO NODE 109.00 = 950.00 FEET. LONGEST FLOWPATH FROM NODE +*++**+++*++* t*+*++#++***# k* k* k+*++ k** k**++** * * + # * * * * *t+ # * + * * # + # *t * * * * + * * * ** FLOW PROCESS FROM NODE 108.00 TO NODE - 108.00 IS- CODE -- - - -1 --- - - - - -- __ ------------------------------------- - - - » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« « < TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 12.46 RAINFALL INTENSITY(INCH /HR) = 3.22 TOTAL STREAM AREA(ACRES) = 14.80 PEAK FLOW RATE(CFS) AT CONFLUENCE = 25.99 FLOW PROCESS FROM NODE 104.00 TO NODE 108.00 IS CODE =-- 21---- - - - - -- ---------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(SUBAREA): ROAD(HARD SURFACE) COVER RUNOFF COEFFICIENT = .9500 S.C.S. CURVE NUMBER (AMC II) _ INITIAL SUBAREA FLOW - LENGTH = 325.00 UPSTREAM ELEVATION = 190.00 DOWNSTREAM ELEVATION = 172.07 ELEVATION DIFFERENCE = 17.93 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH O- MINUTES ADDED = 2.75(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *WARNING: SUBAREA Tc ESTIMATE IS LESS THAN 6- MINUTES. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 8.514 SUBAREA RUNOFF(CFS) = 2.59 TOTAL AREA(ACRES) _ 0.32 TOTAL RUNOFF(CFS) = 2.59 FLOW PROCESS FROM NODE 10H.00 TO NODE 108.00 IS CODE --------- - - - - -- ------------------------- » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 2.15 RAINFALL INTENSITY(INCH/HR) = 8.51 TOTAL STREAM AREA(ACRES) = 0.32 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.59 Page 3 Qgd. Out FLOW PROCESS FROM NODE 109.00 TO NODE 108.00 IS CODE-=--21---------- ------------------------ - ->>>>> RATIONAL - METHOD - INITIAL - SUBAREA - ANALYSIS <<<<<------ ------ ------ -- -- == *USER SPECIFIED(SUBAREA): RURAL DEVELOPMENT RUNOFF COEFFICIENT = .1000 S.C.S. CURVE NUMBER (AMC II) = 0 INITIAL SUBAREA FLOW- LENGTH = 600.00 UPSTREAM ELEVATION = 231.00 DOWNSTREAM ELEVATION = 172.07 ELEVATION DIFFERENCE = 64.93 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH 0- MINUTES ADDED = *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *CAUTION: SUBAREA FLOWLENGTH EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 4.290 SUBAREA RUNOFF(CFS) = 6.76 TOTAL AREAIACRES) _ 2.25 TOTAL RUNOFF(CFS) = 6 76 FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE----------- - - - -- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< » »>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES« <<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN•) _ RAINFALL INTENSITY(INCH /HR) = 4.29 TOTAL STREAM AREA(ACRES) = 2.25 PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.16 ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH /HOUR) (ACRE) 4.80 1 L5.99 12.96 3.216 10,32 2 2.59 2.15 8.514 3 6.'76 1.97 4.290 2.25 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 3 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH /HOUR) 1 15.81 2.75 8.514 2 27.55 7.97 4.290 3 32.03 17.37 2.596 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 32.03 TW MIN.) = 12.46 TOTAL AREAIACRES) = 11.37 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 108.00 = 950.00 FEET. FLOW PROCESS FROM NODE 108.00 TO NODE 112.00 IS- CODE- =-- 31---- - - - - -- ___ ________ --- - - - - -- >>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< - - >>>>> USING - COMPUTER-ESTIMATED - PIPESIZE -( NON - PRESSURE- FLOW) «« <--- - - - - -- - REPRESENTATIVE SLOPE = 14.20 493 MANNING'S N = 0.013 FLOW LENGTH(FEET) _ DEPTH OF FLOW IN 21.0 INCH PIPE IS 16.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 15.80 ESTIMATED PIPE DIAMETER(INCH) = 21,00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 32.03 PIPE TRAVEL TIME(MIN-) = 0.08 Tc(MIN.) = 1112. LONGEST FLOWPATH FROM NODE 100.00 TO NODE 112.00 = 1024.20 FEET. FLOW PROCESS FROM NODE 112.00 TO NODE 112F, ye IS CODE = 1 Qgd.ou*_ --------------- ---------------- ________ _ _____ --------------- - - - - -- --- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « «< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 13.20 RAINFALL INTENSITY(INCH /HR) _ TOTAL STREAM AREA(ACRES) = 11.37 32,03 PEAK FLOW RATE(CFS) AT CONFLUENCE _ FLOW PROCESS FROM NODE 111.00 TO NODE 112.00-IS- CODE - =-- 21---------- ----------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< < < *USER SPECIFIED(SUBAREA): RURAL DEVELOPMENT RUNOFF COEFFICIENT = •7000 S.C.S. CURVE NUMBER (AMC II) _ INITIAL SUBAREA FLOW - LENGTH = 600.00 UPSTREAM ELEVATION = 237.00 DOWNSTREAM ELEVATION = 168.56 ELEVATION DIFFERENCE = 68.44 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH 0- MINUTES ADDED = 7.84(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *CAUTION: SUBAREA FLOWLENGTH EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 4.338 SUBAREA RUNOFF(CFS) = 6.83 TOTAL AREA(ACRES) _ 2.25 TOTAL RUNOFF(CFS) = 6.83 FLOW PROCESS FROM NODE 112.00 TO NODE 112.00 I: CODE-°---1---------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< - »» > AND - COMPUTE - VARIOUS CONFLUENCED- STREAM - VALUES«« < - - - - -- - - - -- - TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 7.84 RAINFALL INTENSITY(INCH /HR) = 4.34 TOTAL STREAM AREA(ACRES) = 2.25 PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.83 ** CONFLUENCE DATA ** Tc INTENSITY AREA STREAM RUNOFF (CFS) (MIN.) (INCH /HOUR) (ACRE) NUMBER 1 32.03 12.54 3.203 17.37 2 6.83 7.84 4.338 2.25 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH /HOUR) 1 30.49 7.84 4.338 2 37.08 19.62 2.400 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: 12.59 PEAK FLOW RATE(CFS) = 37.08 TW MIN.) _ TOTAL AREA(ACRES) = 19.62 100.00 TO NODE 11L.00 = 1024.20 FEET. LONGEST FLOWPATH FROM NODE FLOW PROCESS FROM NODE 112.00 TO NODE 113.00 IS CODE -_--31---------- _____ _ ______ - - - - - -- >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< - - >>>>> USING - COMPUTER-ESTIMATED PIPESIZE -( NON - PRESSURE -FLOW) « « <--- - - - - -- - REPRESENTATIVE SLOPE 00 . = 48 `55 MANNING'S N = 0.013 FLOW LENGTH(FEET) = page 5 Qgd. out DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 16.12 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 31.08 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 13.11 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 113.00 = 1579.20 FEET. FLOW PROCESS FROM NODE 113.00 TO NODE 113.00 IS CODE _ ----------------------------------------------------- ________ _ _____ ------------------ --- - - - - -- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 13.11 RAINFALL INTENSITY(INCH/HR) _ TOTAL STREAM AREA(ACRES) = 19.62 PEAK FLOW RATE WS) AT CONFLUENCE = 37.08 FLOW PROCESS FROM NODE 114.00 TO NODE 113.00 IS CODE-=--21---------- --------------------------- ----------- - ___ ------------------ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS«« < *USER SPECIFIED(SUBAREA): RURAL DEVELOPMENT RUNOFF C OEFFICIENT = .5500 S.C.S. CURVE NUMBER (AMC 11) _ INITIAL SUBAREA FLOW - LENGTH = 400.00 UPSTREAM ELEVATION = 204.00 DOWNSTREAM ELEVATION = 154.00 ELEVATION DIFFERENCE = 50.00 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH O- MINUTES ADDED = 8.53(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 4.106 SUBAREA RUNOFF(CFS) = 7.68 TOTAL AREA(ACRES) _ 3.40 TOTAL RUNOFF(CFS) = 7.68 FLOW PROCESS FROM NODE 113.00 TO NODE 113.00 IS CODE----------- - - - -- _________ _______ --- - - - - -- ------------------ >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.53 RAINFALL INTENSITY(INCH/HR) = 4.11 TOTAL STREAM AREA(ACRES) = 3.40 7.6H PEAK FLOW RATE(CFS) AT CONFLUENCE _ FLOW PROCESS FROM NODE 1131.00 TO NODE 113.00 IS- CODE- --- 21---- - - - - -- - - »»> RATIONAL - METHOD - INITIAL - SUBAREA - ANALYSIS<<<<< --- - - - - -- - -- -- - - - *USER SPECIFIED(SUBAREA): ROAD(HARD SURFACE) COVER RUNOFF COEFFICIENT = •9500 S.C.S. CURVE NUMBER (AMC II) _ INITIAL SUBAREA FLOW- LENGTH = 342.00 UPSTREAM ELEVATION = 168.56 DOWNSTREAM ELEVATION = 154.00 ELEVATION DIFFERENCE = 14.56 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH 0- MINUTES ADDED = 3.08(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *WARNING: SUBAREA Tc ESTIMATE IS LESS THAN 6- MINUTES. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 7.921 SUBAREA RUNOFF(CFSI = 1.51 TOTAL AREA(ACRES) _ 0.20 TOTAL RUNOFF(CFS) = 1.51 Page 6 Qgd.our FLOW PROCESS FROM NODE 113.00 TO NODE 113.00 IS CODE-=---)----- - - - -- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 3 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) = 3.08 RAINFALL INTENSITY(INCH/HR) = 7.92 TOTAL STREAM AREA(ACRES) = 0.20 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.51 ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH /HOUR) (ACRE) 1 37.08 13.11 3.112 19.62 2 7,68 8.53 4.106 3.40 3 1.51 3.09 7.921 0.20 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 3 STREAMS. ** PEAK FLOW RATE TABLE }+ INTENSITY STREAM RUNOFF Tc NUMBER (CPS) (MIN.) (INCH /HOUR) 1 20.05 3.OH 7.921 2 36.56 8.53 4.106 3 43.49 23.212 2.153 COMPUTED CONFLUENCE ESTIMATES 4ARE AS (FOLLOWS: 13.11 PEAK FLOW RATE(CPS) _ TOTAL AREA(ACRES) = 23.22 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 113.00 = 1579.20 FEET. *******+***+++************+******}+**}}*}++}* * * * + + # +r * ** * + *+ * } *rk * * *r * * * * *** FLOW PROCESS FROM NODE 113.00 TO NODE 115.00 IS CODE -_--31---------- - - -- » »> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< - - »» > USING - COMPUTER - ESTIMATED- PIPESIZE -( NON - PRESSURE -FLOW) «« < - - - -- - - -_- REPRESENTATIVE SLOPE = 436 85.00 00 MANNING'S N = 0.013 FLOW LENGTH(FEET) _ DEPTH OF FLOW IN 24.0 INCH PIPE IS 19.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 16.25 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 43.49 PIPE TRAVEL TIME(MIN.) = 0.09 Tc(MIN.) = 13.20 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 115.00 = 1664.20 FEET. FLOW PROCESS FROM NODE 115.00 TO NODE 115.00 IS CODE-=---1---------- ------------------------------------------------------------ »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE ««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) 13.10 RAINFALL INTENSITY(INCH/HR) _ TOTAL STREAM AREA(ACRES) = 23.22 PEAK FLOW RATE(CFS) AT CONFLUENCE - 43.49 FLOW PROCESS FROM NODE 116.00 TO NODE 115.00 IS CODE = - 21---- - - - - -- ----------------------- - - >>>>> RATIONAL - METHOD INITIAL SUBAREA ANALYSI -=« <« - -- -- - -- *USER SPECIFIED(SUBAREA): RURAL DEVELOPMENT RUNOFF COEFFICIENT = .4500 S.C.S. CURVE NUMBER (AMC II) = 0 INITIAL SUBAREA FLOW - LENGTH = 400.00 UPSTREAM ELEVATION = 185.00 DOWNSTREAM ELEVATION = 149.00 ELEVATION DIFFERENCE = 36.00 Page 7 Qgd. out URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH O- MINUTES ADDED = 11.25(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. 4jE 50 YEAR RAINFALL INTENSITY(INCH /HOUR) _ SUBAREA RUNOFF(CFS) = 1.70 1,70 TOTAL AREA(ACRES) = 1.10 TOTAL RUNOFF(CFS) _ FLOW PROCESS FROM NODE 115.00 TO NODE 115.00 IS CODE >>>>> DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< -- »»>AND- COMPUTE - VARIOUS - CONFLUENCED- STREAM - VALUES<<<<< - -- -- - -- - - - - -- - TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 11.25 RAINFALL INTENSITY(INCH /HR) = 13. . TOTAL STREAM AREA(ACRES) = 1 70 PEAK FLOW RATE(CFS) AT CONFLUENCE _ ** CONFLUENCE DATA `+ INTENSITY AREA STREAM RUNOFF Tc (MIN.) (INCH /HOUR) (ACRE) NUMBER (CFS) 43.49 13.20 3.099 1 2 1.70 11.25 3.436 1.10 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS- -- PEAK FLOW RATE TABLET c* INTENSITY STREAM RUNOFF (MIN.) (INCH /HOUR) NUMBER (CFS) 11.25 3.436 1 40.93 2 45.02 24.32 2.090 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: 13.20 PEAK FLOW RATE(CFS) = 45.02 Tc(MIN.) = TOTAL AREA(ACRES) = 24.32 100.00 TO NODE 115.00 = 1669.20 FEET. LONGEST FLOWPATH FROM NODE ++++++*++++++++++++++++++++++++++++++++++++++ r *+ * + * * * + * * *r * * * * + ** * * * + + * *+ * +* FLOW PROCESS FROM NODE 115.00 TO NODE 117.00 IS CODE-_--31---------- __ ___________ ------- - - - - -- >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< - - >>>>> USING - COMPUTER-ESTIMATED - PIPESIZE -( NON - PRESSURE- FLOW)<< «<----- - - - - -- REPRESENTATIVE SLOPE = 0.0436 FLOW LENGTH(FEET) = 133.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 27 -0 INCH PIPE IS 17.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) _ 16.0 NUMBER OF PIPES = 1 ESTIMATED PIPE DIAMETER(INCH) _ PIPE- FLOW(CFS) = 45.02 PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = 13.33 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 117.00 = 1797.20 FEET. FLOW PROCESS FROM NODE 117.00 TO NODE ---- - IS- CODE - - - - -- IS ----CODE ------- ------------ __ __ __ - -- - - »»> DESIGNATE - INDEPENDENT - STREAM -FOR - CONFLUENCE<<<<<- - - - - -- -- - - - -__ TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 13.08 RAINFALL INTENSITY(INCH /HR) 24.32 TOTAL STREAM AREA(ACRES) = 45.02 PEAK FLOW RATE(CFS) AT CONFLUENCE _ FLOW PROCESS FROM NODE 118.00 TO NODE 117.00 IS CODE-°--21---------- »»>RATIONAL METHOD INITIAL SUBAREA- ANALYSIS<<<<< - - - -- - - - - _____________________________________ Page 8 Qyd.o'ir *USER SPECIFIED(SUBAREA): ROAD(HARD SURFACE) COVER RUNOFF COEFFICIENT = .9500 S.C.S. CURVE NUMBER (AMC II) _ INITIAL SUBAREA FLOW - LENGTH = 630.00 UPSTREAM ELEVATION = 172.07 DOWNSTREAM ELEVATION = 146.34 ELEVATION DIFFERENCE = 25.73 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH 0- MINUTES ADDED = 4.24(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *CAUTION: SUBAREA FLOWLENGTH EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *WARNING- SUBAREA Tc ESTIMATE IS LESS THAN 6-MINUTES. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) _ SUBAREA RUNOFF(CFS) = 1.84 1.84 TOTAL AREA(ACRES) = 0.30 TOTAL RUNOFF(CFS) _ + rrxrr++ xrx+ rxrr+ xr+ xrrr+ rr+++ xrxr+ r+++++ xrxrrxrxr + *rr + + +rr + + +rxrxrrr + +xrrx+ FLOW PROCESS FROM NODE 117.00 TO NODE 117.00 IS CODE ----- ---------- __ ________ _ --------- - - - - -- >>>>> DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 4.24 RAINFALL INTENSITY(INCH /HR) = 6.45 TOTAL STREAM AREA(ACRES) = 0.30 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.84 r+ xr++ xrxrrx++ rxxrxr+++ r++ rx+ x++ rrxxx+ rxr++ rxrrrx +xx + *xrx + + + + +rr +r +x + +xr +x ++ FLOW PROCESS FROM NODE 119.00 TO NODE 117.00 IS CODE -_--21---------- ------------------------ -- »»>RATIONAL METHOD - INITIAL - SUBAREA - ANALYSIS<<<<< - - - - -- -- - -- - -- - -- *USER SPECIFIED(SUBAREA): SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .8000 S.C.S. CURVE NUMBER (AMC II) _ INITIAL SUBAREA FLOW- LENGTH = 120.00 UPSTREAM ELEVATION = 160.00 DOWNSTREAM ELEVATION = 146.00 ELEVATION DIFFERENCE = 14.00 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH O- MINUTES ADDED = 2.61(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *WARNING: SUBAREA Tc ESTIMATE IS LESS THAN 6- MINUTES. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = H.819 SUBAREA RUNOFF(CFS) = 1.41 TOTAL AREA(ACRES) _ 0.20 TOTAL RUNOFF(CFS) = 1.41 + +rr +rx + +r +xr +xr + +x +x + +xxr+ xrr+ xxr+ x++ r+ x+ xrrrr + +rr +xr +r + +xr +rrxrixr +x + +x +xr FLOW PROCESS FROM NODE 117.00 TO NODE 117.00 IS- CODE- =-------- - - - - -- -------------------------------------- ------ - - »»> DESIGNATE - INDEPENDENT - STREAM - FOR - CONFLUENCE<<<<<- - - - - -- - - -- - -- -- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MIN.) = 2 RAINFALL INTENSITY(INCH /HR) _ .61 TOTAL :STREAM AREA(ACRES) = 0.20 PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.41 +++++ x++++ rx+++ xx+++ r+ x++ xr + +rx + +rr +a + +a + +x +r + + + +x + + +rx +x +xrr + + + + + + +rrx+ +xrr FLOW PROCESS FROM NODE 120.00 TO NODE 117.00 IS CODE ----- 21---------- ----------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(SUBAREA): ROAD(HARD SURFACE) COVER RUNOFF COEFFICIENT = -9500 S.C.S. CURVE NUMBER (AMC II) = 0 INITIAL SUBAREA FLOW- LENGTH = 218 -00 UPSTREAM ELEVATION = 154.00 Page 9 Qgd.out DOWNSTREAM ELEVATION = 146.00 ELEVATION DIFFERENCE = 8.00 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) WITH 0- MINUTES ADDED = 2.58(MINUTES) *CAUTION: SUBAREA SLOPE EXCEEDS COUNTY NOMOGRAPH DEFINITION. EXTRAPOLATION OF NOMOGRAPH USED. *WARNING: SUBAREA Tc ESTIMATE IS LESS THAN 6- MINUTES. 50 YEAR RAINFALL INTENSITY(INCH /HOUR) = 8.872 SUBAREA RUNOFF(CFS) = 2.11 TOTAL AREA(ACRES) _ 0.25 TOTAL RUNOFF(CFS) = 2.11 rrrrxr+ xrx++ x++ x+ x++ xx+ xrrx++ xrx++ x++ x++ x+ xrrrrr +xr +xr + +r +rr +rxr +rrrrrrrxr ++ FLOW PROCESS FROM NODE 117.00 TO NODE -- 117.00 IS- CODE - --- 1---------- --------------------------------------- _______ --------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE ««< - >>>>> AND - COMPUTE VARIOUS- CONFLUENCED STREAM- VALUES< << << -- - - - - -- - -- TOTAL NUMBER OF STREAMS = 4 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 4 ARE: TIME OF CONCENTRATION(MIN.) = 8.58 RAINFALL INTENSITY(INCH /HR) = 0.25 8. TOTAL STREAM AREA(ACRES) _ PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.11 ** CONFLUENCE DATA ** T INTENSITY AREA STREAM RUNOFF (MIN.) (INCH /HOUR) (ACRE) NUMBER (CFS) 45.02 13.33 3.079 24.32 1 2 1.84 4.24 6.447 0.30 3 1.41 2.61 8.819 0.20 q 2.11 2.58 8.872 0.25 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 4 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH /HOUR) 1 20.47 2.58 8.872 2 20.57 2.61 8.819 3 25.90 4.24 6.447 4 47.12 25.07 2.049 COMPUTED CONFLUENCE ESTIMATES IARE AS FOLLOWS: 13.33 PEAK FLOW RATE(CFS) _ TOTAL AREA(ACRES) = 25.07 - LONGEST - FLOWPATH- FROM - NODE -- - 100.00 -TO NODE -- - 117-00 - = -- 1797.20- FEET. - -- END OF STUDY SUMMARY: 25 07 TC(MIN.) = 13.33 TOTAL AREA(ACRES) _ PEAK FLOW RATE(CFS) = 47.12 END OF RATIONAL METHOD ANALYSIS 1 Page 10 APPENDIX C WSPG HYDRAULIC MODELING INPUT AND OUTPUT SUMMARY 0 0 0 O r- 0 (DO r- rl o 0 �o O rn r1 rt M 0 O o 0 0 O 0 rn 0 0 0 0 rn ° 0 o ° rn 0 rn Ln M ri ° 0 m O7 0 r Ln O -I v Ln n cn M O Ul ° 0 0 0 0 0 m O I' Oc) O O 00 O O ° M CD +-1 ° ° ° .4 0 o O 0 0 U rn W o O 0 0 4-4 >, 0 0 0 ° 0 0 O rl 0 0 J-) N rl O O O O U U o 0 ri ° 1p o � Ln Ln N Ln in Ln Lo Ln Ln . . . . . .. . . . 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N m G+ m .� # Qo '� •� S-I m+ ++ 1 1 I 1 i I — _ N + I + m I m I v' O H I G, I m r1 I O m 0.l + + m p m N a `n + v w + I I 1 + I + O I 0 1 ,n I U) + I N+ O N N N m v' N O m O O # v' pp v' -- z o Ln o ff + N N H k in O I ° � O ,f) O ,S) 1p A. + > H U) + lL1 H H H H H + 7 1 I I 1 I I H + I V * — ! a # — — — c m I, — — c I — I o — F — — I Z o 1 r I N n I - 1 O 1 Ln * I # + c + O m m N H m O W ID .� r N a + o r w r v H ,n ,n r m 7 mo (Jl [•J N +)+ N d' `� w m W+ O H r O o m Q, m 1 O ° + + 4 L# m m m H H w H + + ❑ "OFILE) N N✓V� 17 1'1 -hm - VOf T m N O N N 0 01 0 P n n -+D tai N --O - '- m P V. ^ P ^ n nPP 4 YY 4 M Y Y V V V � -•. 1r 1.. 1..Ir O O 000 O 1� O 0 0 000 co� m m maxo O O O 0000 (7 n I`Y'1 O 1'1 O f'1 O O GOO PI 1'1 I�IfT1 0 0 000 O O 0 0 000 O Ifs m0 fn O n N N Pouf .0 .p VI0- - '- m P V. ^ P ^ n nPP Z 2 ZZZ 0 0 OOO Z Z O O Z Z zzz 0 0 007 N N NNN N N N N NWl1 ... to h 0 r4 10 N N nM ` QUAIL GARDENS DRIVE - PROPOSED 30 -IN RCP HGL PROFILE SCALES: VERT: NTS HORIZ: NTS DRAWN BY: JC JOB No. 15544 _ __. o -2846 1 DATE: 04 -16 -01 SHEET 01 OF 01 APPENDIX D REFERNENCE MATERIALS A/ EQUATION j ,3BS //. 9L FeeAt Tc Time o/ concenfi� L Lengfh o/ wa% -rhed 4000 H , �if�e� -once in a %vafion (See Appe eliecfive s /ooe line 3000 dl L i /es Feef //oars Minafe$ ¢ 2¢O w 2000 3 !BO /O /DOD � 900 2 /20 ._ 1600 /OD 700 90 COO \ S BO SDO \ 4 y0 400 \_'cam / 60 \ 2 a0 200 \ 3D /00 FAQ 0 20 3000 \ /6 as Aa 2000 \ 12 49 /16-00 \ /O A600 NOTE AaDO 9 ,30 NATURAL WATERSM-DS 12,0,0 /000 B 7 20 IFOR TIME OF CON- 90-0 6 COMPUTED CENTRATION. _ _� �OD 600 5,010 ¢ 3 300 5 200 i SAN DIEGO COUNTY NOMOGRAPH FOR DETERMINATION DEPARTMENT OF SPECIAL DISTRICT SERVICES OF FOR N�UCONCENTRATION L ATERSHEDST�, DESIGN MANUAL DATE �16 APPENDIX X -A APPROVED '0 /. /�'��'""K" 4�c, V -A -10 Rev. 5/81 20 — - - 14 10 - 9 - 8 t - 6 -- F 5 { - Q — N -- . _--- W U. r - L2 _ LO 09 --_ 0.6—+ 0.5 f OA i =.015 O�p1b I n --.0175 2° RESIDENTIAL STREET ONE SIDE ONLY I I I 1 1 1 2 3 4 5 6 7 8 910 DISCHARGE (C. F. S.) EXAMPLE: Given, 0. =10 S= 2.5% Chart gkw- Depth = 0.4, Velocity = 4.4 f.p.S. 9 1 -r3 _ t SAN DIEGO COUNTY GUTTER AND ROADWAY DEPARTMENT OF SPECIAL DISTRICT SERVICES DISCHARGE — VELOCITY CHART DESIGN MANUAL il.Z -y -O DATE l2 'SO G I APPENDIX X APPROVED �� ' —T,= -- F-- C: G U 2' C9 N V Z 0 D a• F-- N Z U F- Z G io n v ` w o '° a1 U'•v v A� .c H O Vf O •r• r N4r- L C C r Q3 4- 3 r d Ln Cc O 4-2 4-4- O •rl Ol UL E^ ---Ov N+) to C C Or O O C V1 •r i Ix /1/111�' T .ohm c:::4 s U.4 on" Lai Lo U- 77-7 LC C, C% .J C114 UM) 0 0 0 1-- u LLJ aN LLJ C) a O_ C) C) LLj -J (j 0 LA. O CON ON Apr :2 u O C4-% Z-� C,) F -Z ❑ 0 z w u ul < 0 Vf 0 Z O c O , r- < w Z ❑ M Revised 1/85 APPENDIX XI-D -11 -103.6 --�n areas of gel guard, when pipe _1 CHART 1 -103.6 A ,ete median ' cted in a CAPACITY OF CURB OPENING INLETS of slotted AP slotted A ASSUMED 2' CROWN. gradient _1rade or *A = 0.33 Y = HEIGHT OF WATER AT CURB FACE (0.4' MAXIMUM) REFER TO CHART 1-104.12 L = LENGTH OF CLEAR OPENING OF INLET *Use A =0 when the inlet is adjacent to traffic; -� i.e., for a Type "J" median inlet or where the parking lane is removed. RE V. CITY OF SAN DIEGO - DESIGN GUIDE CAPACITY OF CURB OPENING INLETS SHT. N 0. 13 LIMITED GEOTEC14NICAL INVESTIGATION, PROPOSED QUAIL GARDENS DRIVE WIDENING, ENCINITAS, CALIFORNIA m I A F T Project No. 040105 -001 August 16, 2000 Prepared For BERRYMAN & IJENIGAR 11590 West Bernardo Court, Suite 100 San Diego, California 92127 -1624 August 16, 2000 Project No. 040105 -001 To: Berryman & Henigar 11590 West Bernardo Court, Suite 100 San Diego, California 92127 -1624 Attention: Mr. Bob Schneider Subject: Limited Geotechnical Investigation, Proposed Quail Gardens Drive Widening, Encinitas, California In accordance with your request and authorization, project. have conducted a Based on the results of our study,n t as investigation for the proposed Quail Gardens g p J The our professional opinion that the site can be improved o al investigation and provides ge techn cal accompanying report presents a summary o f our g eotechn conclusions and recommendations relative to the proposed site development. If you have any questions regarding our report, please do not hesitate to contact this office. We appreciate this opportunity to be of service. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. @IAF7 Sean Colorado, GE 2507 Director of Engineering MDJ /AXT /SAC /RKW Distribution: (8) Addressee Randall K. Wagner, CEG 1612 Director of Geology TABLE OF CON-TENTS Section Page -- ' -----------------------------------l4 �2 S�op�oTxyu'/x----------_ __________________—/4 6I1 3Yu6��y -------------------- 15 D 8 ~-~~~-~-~-'----.. 1.0 INTRODUCTION ........................................................... l.l PURPOSE AND SCOPE ----------------- 1.2 SITE LOCATION AND DESCRIPTION ............ ----------___________________----.�� 1.3 PROPOSED DEVELOPMENT ------------------. � �� .............................................................. 2.0 SUBSURFACE mX"L~~~---_ ~-----~~---~~~~----~~~'- 3.0 SUMMARY K��x��K��'�&��NCAL�C��ND8TI0UN5-----~'---~..-^---..-~'^' 3.1 GsVLu(�cSETTING --------------' ____________________5 5 32 Scrs-8rucnpic GEOLOGY ---------------� _________________----______.. l2�} �r�/�uor�/p"""^~'..~_,� ------------------ ------------------'- � 3.2.2 Slope Wash ........................................................................ _ n 3.2.3 Torrey Sandstone .---------------- ----------------- �� 3] GsoLosuCozRuc/vxE ------ —. _------_____ 6 3.4 LmyosLuxNo--------- ---------------------... .�7 3.5 GROUND vvA/u«------------ __________________-----___________. N 4.0 FAULTING AND SEISMICITY ~-~~~~~'~~—'-- 8 4.1 FAULTING .------------------- __________________________. ................. " 42 SEISMICITY ------------------ fiI1 S6u/6nvGround B�to,n-------------------. --------------------' 10 *(2.2 Liquefaction and Dynamic Settlement ----------_—_ /p 4.2.3 %"umumband fe�6ex--------------------._____________----...... 8� 5.0 CONCLUSIONS ~^---~~~~~--~--'------~--~'----`~---~-'-~~~'--~~~--'-~—~---~''- &JN�0��«»mmm��m��"�^'`~-~~~ .................... l% 6] EARTHWORK ............................................................................ _ �/J Site Preparation un��e�ovo�----------------. _____________12 13 _________-----___� �l2 lxzuvodonxand {�mrx�«��pruz -------------______________-----_� 7� 6l] }�/ Pl;�nuontand Compuo�un---------------' _____' /� �l4 ?yunx��m�xuV�oxxv' ��B*��n�g�S�ootoroo--------------. /4 �/�� ]*�po��oum^°^/~ Bouu�h��ox/orox-----------� _____________---- -- ' -----------------------------------l4 �2 S�op�oTxyu'/x----------_ __________________—/4 6I1 3Yu6��y -------------------- 15 D 040105 -001 TABLE OF CONTENTS (CONTINUED) FIGURES FIGURE 1 - SITE LOCATION MAP - PAGE 2 FIGURE 2 - BORING LOCATION MAP - REAR OF TEXT APPENDICES APPENDIX A - REFERENCES APPENDIX B - BORING LOGS APPENDIX C - LABORATORY DATA ANALYSIS APPENDIX D - GENERAL EARTHWORK AND GRADING SPECIFICATIONS APPENDIX E -SEISMIC ANALYSIS 15 6.3 SURFACE DRAINAGE AND EROSION ............................................................................... ............................... 6.4 RETAINING WALL FOUNDATION DESIGN ........... ............................... .. ............................. .... 16 6.5 LATERAL EARTH PRESSURES ........... ............................... ........................................... .. ............................... 18 6.6 PAVEMENT DESIGN ....................................................................... ............................... ............................... 19 6.7 GEOCHEMICAL CONSIDERATIONS .................................................................................. ................. .............. 19 6.8 CONSTRUCTION OBSERVATION ...................................................................................... ............................... 6.9 PLAN REVIEW ................................................................................................. ............................... 21 7.0 LIMITATIONS .................................................................................................................... Tables PARAMETERS FOR ACTIVE FAULTS - PAGE 9 TABLE 1 - SEISMIC EQUIVALENT FLUID WEIGHT (PCF) - PAGE 18 TABLE 2 - STATIC OF LABORATORY TEST RESULTS - PAGE 19 TABLE 3 - SUMMARY BASE PAVEMENT SECTIONS - PAGE 19 TABLE 4 - ASPHALTIC CONCRETE AND AGGREGATE FIGURES FIGURE 1 - SITE LOCATION MAP - PAGE 2 FIGURE 2 - BORING LOCATION MAP - REAR OF TEXT APPENDICES APPENDIX A - REFERENCES APPENDIX B - BORING LOGS APPENDIX C - LABORATORY DATA ANALYSIS APPENDIX D - GENERAL EARTHWORK AND GRADING SPECIFICATIONS APPENDIX E -SEISMIC ANALYSIS 040105 -001 1.0 INTRODUCTION 1.1 Purpose and Scope This report presents the results of our geotechnical investigation for the proposed widening of approximately 3,000 feet of Quail Gardens Drive north of Encinitas Boulevard in Encinitas, ng California (Figure 1). The purpose of our investigation was to identify and evaluate the xas cal geotechnical conditions present at the site and to provide preliminary g te recommendations for the proposed street improvements. Our scope of services included: ■ Review of available pertinent, published and unpublished geotechnical /geologic literature and maps (Appendix A). ■ Field reconnaissance of the existing onsite geotechnical conditions. Subsurface exploration consisting of the drilling, logging, and sampling of six borings. The ■ boring logs are presented in Appendix B of this report. ■ Laboratory testing of representative soil samples obtained during the subsurface exploration program (Appendix C). ■ Compilation and analysis of the geotechnical information obtained from the literature review, field investigation and laboratory testing. ■ Preparation of this report presenting a summary of our findings and providing geotechnical conclusion and recommendations relative to the proposed improvements. 1.2 Site Location and Description The site is located north of Encinitas Boulevard and extends approximately 3,000 feet north of Encinitas Boulevard in Encinitas, California (see Site Location Map, Figure 1). The existing alignment of Quail Gardens is presently situated within the proposed widened alignment of Quail Gardens. An apartment complex, a nursery-type facility, a single - family residential development, and Quail Botanical Gardens are located west of the proposed alignment. Several nursery-type facilities, a church, and a single- family residential development are located east of the proposed alignment. Topography of the site varies along the proposed alignment, ranging from approximately 146 feet mean sea level (msl) at the southern end of the alignment, near Station 11 +79, to approximately 215 feet msl at the northern end of the alignment, near Station 31 +36 (see Figure 2). West of the proposed widening, several ascending slopes that were constructed as part of the previous property. development along the roadway alignment, and adjacent to the Quail Botanical Gardens Ascending slope heights west of the proposed alignment are generally less than 10 feet in height with the exception of an approximately 35 -foot high slope near Station 14 +40 constructed at an approximate 1.6:1 (horizontal to vertical) and an approximately 23 -foot high slope near Station 17 +60 constructed at an approximate 2:1 (horizontal to vertical). -1- BAS E MAP : Thomas taros. Veorind- iui 0 1000 2000 4000 Windows, San Diego County, 1995, Page 1147 1 "= 2,000' Scale in Feet SITE Project No. Berryman & Henigar 040105 -001 Quail Gardens LOCATION lig Drive Widening I Date Encinitas, California MAP August 20 00 Figure No. 1 040105 -001 1.3 Proposed Development We understand the proposed widening of Quail Gardens Drive will ultimately produce a 44 -foot wide roadway (measured from curb to curb) with a 12 -foot wide center median. The proposed widening will consist of cuts into the adjacent ascending western slopes and fills along the eastern descending slopes along the southerly portion of the alignment. Along the northerly portion of the alignment, minor cuts into the existing ascending western slopes are anticipated. Several retaining walls at both the west and east sides of the proposed widening are anticipated (as indicated on Figure 2). We understand that the proposed grade within the existing Quail Gardens Drive alignment will generally remain within 2 feet of existing grade due to existing driveway constraints. -3- 040105 -001 2.0 SUBSURFACE EXPLORATION AND LABORATORY TESTING of rilling Subsurface exploration was performed on May 19, 2000. Our subsurface exploration onsistedCk mdounted six borings to depths between flight 6 t 8 inch hollow-stem augers The( spurpose of these borings was drilling rig equipped with cont inuous P� ocations to evaluate the physical characteristics and engineering allowed evaluat on lof the subsurface lg ologic pertinent to the proposed development. The borings and conditions, general nature of the onsite soils that may be r representative for laboratory measurement of the previously placed fill soils, and provided testing. The exploratory boring excavations were logged by a geologist from our firm. Representative bulk and The boring logs are relatively undisturbed samples were obtained for laboratory test shown on Figure 2 After presented ogging and Appendix B. The approximate location of the borings e sampling, the boring holes were backfilled with native soil. Boring performed with the existing pavement were capped with 4 inches of concrete. Geotechnical laboratory testing was performed osentchlor'ide pontent,vsulfate the contentU pHs and and density, shear strength, R- Value, compressibility, resistivity. A discussion of the laboratory tests and test es sre presented in Appendix C. Moisture and density test results are reported on the boring logs (Appendix B) -4- 040105 -001 3.0 SUMMARY OF GEOTECIINICAL CONDITIONS 3.1 Geologic Setting The site is located in the coastal section of the Peninsular Province, Throughoutt e province with a long and active geologic history throughout Southern California. last 54 million years, the area known as "San Diego Embayment" has undergone several episodes of marine inundation and subsequent m sedimentary on the basement rock of the Southern thick sequence of marine and nonmare sed ry California batholith. Gradual emergence of the region from the sea occurred in Pleistocene time, and numerous wave - cut platforms, most of which werefrom the lbandreA Accelerated fluvial erosion nonmarine terrace of deposits, formed as the sea receded times, resulted heavy rainfall, coupled with the lowering of the base sea level durin g Quaternary in the rolling hills, mesas, and deeply incised canyons which characterize the lndforms we see in the general site area today. 3.2 Site - Specific Geology geologic literatur Based on our subsurface exploration and review ofntTorrey Sand tonee(Appendix� A) bedrock unit underlying the site consists of the Tertiary Slopewash and Artificial Fill were also encountered ons of the site. A brief description of the geologic units encountered on the site is presented below . 3.2.1 Artificial Fill (Undocumented) Artificial fill soil was encountered during drilling in each of the borings (Appendix B) to depths ranging from 4 to 10 feet bgs. Based on our literature review, we could not find any documentation that geotechnical observation or testing was performed during the placement of these fill soils. As encountered during our subsurface investigation loose undocumented fill generally consisted of light brown to orange brown, dry to medium dense, silty sands and clayey sands. Our analysis indicates that the near surface artificial fill soils are potentially compressible in their present state and not suitable for support of settlement - sensitive improvements or additional fill soils. Recommendations concerning the remedial grading of these potentially compressible soils are presented in Section 6.1. -5- 040105 -001 3.2.2 Slop Wash Slope Wash was encountered in Borings B -1 and B -6 at depths of approximately 6 and 10 feet bgs, respectively. The slope wash encountered appears to be an accumulation of poorly to well consolidated silty sands derived from the adjacent hillsides by downslope gravitational creep and sheetflow from surface runoff. The slope wash material consists of a highly variable thickness of moist to wet, loose to dense, silty medium - grained sand to clayey sand. Slope wash soils are considered potentially compressible and not suitable for support of settlement - sensitive improvements or additional fill soils in their present state (refer to Section 6.1 for recommendations concerning remedial grading). 3.2.3 Torrey Sandstone Torrey Sandstone is the primary bedrock unit at the site. This unit was encountered in Borings B -2 through B -5 at depths ranging from approximately 4 to 10 feet bgs. As encountered, this unit generally consisted of orange to brown to light brown, slightly moist to moist, medium dense to dense, silty fine to medium sandstone. Although not encountered during our investigation, portions of this unit are known to be highly cemented. 3.3 Geologic Structure Based on our field observations and our experience with other projects in the area, the onsite formational units generally consist of massive sandstone, with bedding attitudes within a few degrees of horizontal. Localized steeper bedding (which can be attributed to cross bedding) may be observed in some areas. Based on our field explorations and a review of published geologic maps of the site and vicinity, no faults have been mapped or were encountered on the site. An unnamed fault has been mapped southeast of the intersection of Encinitas Boulevard and Quail Gardens Drive; however, this fault is not anticipated to cross the proposed widening. A discussion of faulting and seismicity relative to the site is presented in Section 4.0. 3.4 Landsliding No ancient landslides have been mapped in the immediate proximity of the proposed improvements and no evidence of landsliding observed aerial ring osur site investigation (Kennedy et al., 1996 and Tan and Gr iffen ) or review -6- 040105 -001 3.5 Ground Water No indication of surface water or evidence of surface ponding was encountered during our field investigation. However, surface water may drain as sheet flow in the higher portions of the site during rainy periods and accumulate in lower portions of the site. Possible ground water seepage was encountered during our investigation in Boring B -1 at a depth of approximately 19 feet bgs and in Boring B -6 at a depth of approximately 23 feet bgs. Our previous experience has shown that seepage conditions may be encountered along the upper contact areas of the relatively dense, impermeable Torrey Sandstone. However, due to the depth of the groundwater seepage, groundwater is not expected to impact the proposed development provided the recommendations regarding drainage outlined in Section 6.3 of this report are implemented. Ira 4.0 FAULTING AND SEISMICITY 4.1 Faultin 040105 -001 Our discussion of faults on the site is prefaced with a discussion of California legislation and state policies concerning the classification and land -use criteria associated with faults. By definition of the California Mining and Geology Board, an active fault is a fault which has had surface displacement within Holocene time (about the last 11,000 years). The State Geologist has defined a potentially active fault as any fault considered to have been active during Quaternary time (last 1,600,000 years). This definition is used in delineating Earthquake Fault Zones as mandated by the Alquist - Priolo Geologic Hazards Zones Act of 1972 and as most recently revised in 1997. The intent of this act is to regulate development near active faults so as to mitigate the hazards of surface fault rupture" (Hart, 1997). Based on our review of the Fault- Rupture Hazard Zones, the site is not located within any Fault- Rupture Hazard Zones as created by the Alquist - Priolo Act (Hart, 1997). An unnamed fault has been mapped southeast of the intersection of Encinitas Boulevard and Quail Gardens Drive (Kennedy, 1996). According to our review, the unnamed fault is not recognized to be active, does not intersect the proposed alignment, and is believed to pose very low risk to the planned development. Based on our review of available geologic literature pertaining the site (Kennedy et al., 1996) there are no known active faults crossing the property. The nearest known active regional fault is the Rose Canyon Fault Zone located approximately 3.6 miles west of the site. 4.2 Seismicity The site is considered to lie within a seismically active region of Southern California. Table 1 presents deterministic evaluation of seismic events that could be produced by the faults within a 20 miles radius from the site. The identified maximum moment magnitude earthquake is the maximum expected earthquake for the fault given the presently known tectonic framework. Site - specific seismic parameters included in Table 1 are the distances to the causative faults, earthquake magnitudes, and peak ground accelerations (Appendix E). The peak ground acceleration reflects the postulated acceleration that could occur at the site as a result of the maximum moment magnitude event rupturing within the segment closes to the site. The ground acceleration was postulated using the 1993 attenuation equation by Boore et al. considering a mean plus one standard deviation confidence interval. -8- 040105 -001 Table 1 SrDistance ismic Parameters for Active Faults Potential Causative FSlip Rate Maximum Moment Peak Horizontal Ground Fault mm /yr) Magnitude Acceleration (g) Rose 6.9 0.57 Canyon/Newport- 3.6 1.5 Inglewood Coronado Bank- 7 4 0.26 Aqua Blanca 18 3.0 (Offshore) As indicated in Table 1, the Rose Canyon Fault is the closest `active' fault considered having the most effect at the site from a design standpoint. A maximum moment magnitude earthquake with moment magnitude of 6.9 on this fault could produce an estimated peak horizontal ground acceleration of 0.57g at the site. The Rose Canyon Fault is considered a Type B seismic source according to Table 16 -U of the 1997 Uniform Building Code (ICBO,1997). The effect of seismic shaking may be mitigated by adhering to the Uniform Building code or state -of -the -art seismic design parameters of the Structural Engineers Association of California. The 1997 UBC seismic parameters relative to the site are as follows: Soil Profile Type = SD (Table 16 -J) Seismic Zone = 4 (Figure 16 -2) Seismic Source Type = B (Table 16 -U, Main Contributing Fault: Rose Canyon) Na = 1.00 (Table 16 -S) N,= 1.17 (Table 16 -T) Ca= 0.40Na= 0.40 C„= 0.56Nv= 0.66 Secondary effects that can be associated with severe ground shaking following a relatively large earthquake which include shallow ground rupture, soil liquefaction and dynamic settlement, seiches and tsunamis. These secondary effects of seismic shaking are discussed in the following sections. 4.2.1 Shallow Ground Rupture Ground rupture because of active faulting is not likely to occur on site due to the absence of known active faults. Cracking due to shaking from distant seismic events is not considered a significant hazard, although it is a possibility at any site. 6m 040105 -001 4.2.2 Liquefaction and Dynamic Settlement Liquefaction and dynamic settlement of soils can be caused by strong vibratory motion due to earthquakes. Both research and historical data indicate that loose, saturated, granular soils are susceptible to liquefaction and dynamic settlement. Liquefaction is typified by loss of shear strength in the affected soil layer, thereby causing the soil to behave as a viscous liquid. This effect may be manifested by excessive settlements and sand boils at the ground surface. The onsite artificial fill, slopewash and Torrey Sandstone Formation materials encountered during our investigation are not considered liquefiable due to their physical characteristics and unsaturated condition. The Torrey Sandstone Formation and slope wash materials, which may be below the water table at depth, are not considered liquefiable due to the relatively high density characteristics at depth as indicated by the SPT blow counts. The potential for dynamic settlement is considered to be very low. 4.2.3 Tsunamis and Seiches Based on the distance between the site and large, open bodies of water, and the elevation of the site with respect to sea level, the possibility of seiches and/or tsunamis is considered to be very low. -10- 040105 -001 5.0 CONCLUSIONS Based on the results of our preliminary geotechnical investigation of the site, it is our professional the opinion that the proposed improvements are feasible from a geotechnical standpoint, provided following conclusions and recommendations are incorporated into the project plans and specifications. The following is a summary of the significant geotechnical factors that we expect may affect development of the site. ■ Active faults are not known to exist on or in the immediate vicinity of the site. ■ A peak ground acceleration of 0.57g is postulated as a result of the maximum moment magnitude earthquake along the Rose Canyon Fault Zone. ■ The upper 2 to 3 feet of undocumented fill soils and slopewash materials present on the site were generally found to be loose in their present state and should be removed (see Section 6.1.1). ■ Based on subsurface exploration of the formational materials, artificial fills, and surficial soils present on the site, we anticipate that these materials should be generally rippable with conventional heavy -duty earthwork equipment. Although not encountered during our investigation, concretionary and cemented layers (if encountered) within the Torrey Sandstone could potentially require heavy ripping or breaking during deeper excavations (Section 6.1.2). ■ The existing onsite soils appear to be suitable material for use as compacted fill provided they are relatively free of organic material, debris, and rock fragments larger than 6 inches in maximum dimension (Section 6.1.3). ■ The proposed retaining wall excavation east and west of Quail Gardens Drive may expose Torrey Sandstone. Measures to mitigate possible differential settlement are presented in Section 6.1.4. ■ The proposed configuration for cut and fill slopes have a calculated factor of safety of 1.5 or greater, with respect to potential deep rotational failure when constructed to maximum gradients of 2:1 (horizontal to vertical) (Section 6.2). For proposed slopes exceeding 2:1 (horizontal to vertical), additional investigation of the slopes and slope stability analysis is recommended. ■ Possible ground water seepage was encountered during our investigation in Borings B -1 and B -6 at approximately 19 feet and 23 feet bgs, respectively. Ground water should not be a constraint to the proposed development provided the recommendations for drainage are incorporated into the design (see Section 6.6). ■ Laboratory test results indicate the onsite soils have a negligible potential for sulfate attack on concrete and have a negligible potential for acid (pH) attack on concrete and buried uncoated metal conduits. Chloride content and resistivity tests suggest low to high corrosivity to buried metal pipe. A corrosion engineer should be consulted for recommendations for the mitigation of corrosion. ■ Based on visual classification, onsite surficial soil materials are expected to generally possess an expansion index less than 50 (low). -11- 040105 -001 6.0 RECOMMENDATIONS 6.1 Earthwork We anticipate that earthwork at the site will consist of site preparation, excavation, and fill operations. We recommend that earthwork on the site be performed in accordance with the following recommendations and the General Earthwork and Grading Specifications for Rough Grading included in Appendix D. In case of conflict, the following recommendations shall supersede those in Appendix D. 6.1.1 Site Preparation and Removals Prior to grading, all areas to receive structural fill and engineered structures or improvements should be cleared of surface and subsurface obstructions, including any existing debris and undocumented or loose fill soils, and stripped of vegetation and existing pavement. Removed vegetation and debris should be properly disposed off site. Removals for the proposed roadway should extend to a minimum depth of 24 inches below existing re proposed grade, Cavities treated by removal of trees of hould be excavated to include the entire root ba competent material prior to placement of compacted fills. Removals of unsuitable material on descending existing slopes should be a minimum horizontal distance of one equipment width (approximately 8 to 10 feet) and properly benched into competent soils at a 1:1 (horizontal to vertical) slope in accordance with the recommendations provided in Appendix D. Removals for the proposed retaining walls should extend to a minimum depth of 24 inches below the lowest elevation of the footing bottom. Where competent Transitionnareasefrom cutntorfillamater'als may be removal bepresent depths may be reduced beneath proposed retaining walls (see Section 6.1.4). In all cases, locally deeper removals may be necessary based on actual site conditions (if loose and /or compressible soil is encountered). Removal bottoms shall be observed by the project geotechnical consultant or his representative prior to fill placement. Existing slopes should be properly benched into competent materials prior to placing additional fill. All areas to receive fill and /or other surface improvements should be scarified to a minimum depth of 12 inches, brought to near - optimum moisture conditions, and recompacted to at least 90 percent relative compaction based on ASTM Test Method D1557. Removals should extend at least 5 feet outside the limits of proposed foundations. As an alternative to removal at retaining wall locations, footing may be deepened to bear on competent formational materials. -12- 040105 -001 6.1.2 Excavations and Oversize Material Shallow excavations of the onsite materials may generally be accomplished with conventional heavy -duty earthwork equipment. Localized heavy ripping or breaking may be required if cemented and concretionary in some are areas. encountered in deeper excavations. Excavation for utilities may al so e Shallow, temporary excavations, such as utility trenches with vertical sides, in the engineered fill and formational materials should remain stable for the period required to construct the utility, provided they are free of adverse geologic conditions. All excavations should be made in accordance with the warrant OSHA requirements. Temporary sloping gradients should iminadetermined len slopingdofy surficial soils pats 1 1 as defined by OSHA. For preliminary planning, (horizontal to vertical) may be assumed. We anticipate that minor amounts of oversize material may be generated during demolition of the existing roadway and associated existing utilities. Oversize material should be hauled off site. 6.1.3 Ri11 Placement and Compaction The onsite soils are generally suitable for use as compacted fill provided they are free of organic material and debris larger than 6 inches in maximum dimension. All fill soils should be brought to a moisture content at or above the optimum moisture content and compacted in uniform lifts to at least 90 percent compaction based on laboratory standard ASTM Test Method D4557. Under pavement areas, the upper 12 inches of the subgrade soils and all aggregate base material should be compacted to at least 95 percent. The optimum lift thickness required to produce a uniformly compacted fill will depend on the type and size of compaction equipment used. In general, fill should be placed in lifts not exceeding 8 inches in thickness. The onsite soils is typically possess a moisture content below optimum and may require moisture conditioning prior to use as compacted fill. Fills placed on slopes steeper than competent soils as in (horizontal to vertical) General should Earthwork keyed and benched g Specifications for Rough Grading indicated in the General presented in Appendix D. Placement and compaction of fill should be performed in general accordance with the current City of Encinitas grading ordinances, UBC 1997, sound construction practice, and the General Earthwork and Grading Specifications for Rough Grading presented in Appendix D. -13- 040105 -001 6.1.4 Transition Mitigation for Retaining Structures From review of the preliminary alignment (Berryman, 2000), we expect that grading will create a transition from cut to fill materials beneath the retaining walls that extend along the alignment. We recommend that walls in cut/fill transition areas, where less than two feet of compacted fill exist below the lowest portion of the retaining wall footing, the cut portion of the transition area be undercut a minimum of 2 feet below the bottom of the proposed footing elevation and recompacted to at least 90 percent (ASTM Test Method D1557). For abrupt transition areas, we recommend that a joint be constructed to minimize the potential for differential settlement damage. Removals should extend laterally at least five feet beyond the footing limits. As an alternative to removal and recompaction beneath foundations all footing may be deepened at least 12 inches into competent formation. 6.1.5 Temporary Backcut for Retaining Structures The temporary backcut of the proposed retaining walls in the Torrey Sandstone may be excavated with a maximum 5 -foot vertical at the bottom and then laid back at a maximum inclination of 1:1 (horizontal to vertical). Temporary backcuts in undocumented fill soils should be laid back at a maximum inclination of 1:1 (horizontal to vertical). Our analysis indicates that temporary slopes have a calculated factor of safety of 1.3 or greater, with respect to deep rotational failure when constructed in the specified configuration provided the backcut is not left exposed for an extended period of time (greater than 1 to 2 weeks). Backfill operations should be performed as soon as possible. Slope protection measures should be in place prior to precipitation events. 6.2 Slope Stability Based on our review of conceptual site plans, the proposed configuration was analyzed for gross stability. 6.2.1 Deep- Seated Stability Our analysis indicates that the proposed cut and fill slopes have a calculated factor of safety of 1.5 or greater, with respect to potential deep rotational failure when constructed to maximum gradients of 2:1 (horizontal to vertical), provided the geotechnical recommendations for grading included in this report are implemented during grading. For proposed slopes exceeding 2:1 (horizontal to vertical), additional investigation of existing slopes and slope stability analysis is recommended. We recommend that the geotechnical consultant document and geologically map all excavations during grading. The purpose of this mapping is to substantiate the geologic conditions assumed in our analysis. Additional investigation and stability analysis may be required if unanticipated or adverse conditions are encountered. -14- 040105 -001 6.2.2 Surficial Slope Stabil' If grading and restoration of the existing slopes is to be performed, we have provided the following recommendations. In general, sandy soils are highly susceptible to erosion and methods of slope stabilization should be implemented as soon as practical to reduce the potential for erosion. Erosion and/or surficial failure potential of slopes may be reduced if the following measures are implemented during design and construction of the slopes. Selective Grading of Fill Materials We recommend against the exclusive use of either highly expansive, clayey soils or poorly graded sands in the face of the fill slopes. Although not encountered, highly expansive soils are generally known to be subject to surficial failures when exposed in slope faces. Poorly graded sands utilized in slope faces may be subject to excessive e erosion thorough g ecommend that mixtureofsoils be approved soils recommended. W OVed by the geotechnical consultant prior to placement in fill slopes. Slope Face Compaction and Finishing We recommend slope faces be compacted by backrolling with a sheepsfoot roller generally at 2- to 3 -foot intervals of slope height. Slope finishing should be achieved by trimming and /or track rolling. Slope Landscaping and Drainage We recommend that all graded slopes be landscaped with drought - tolerant, slope stabilizing vegetation as soon as possible to minimize the potential for erosion. Erosion control fabric should be considered while vegetation becomes established. In addition to the site drainage recommendations outlined in Section 6.3, design of surface drainage provisions are within the purview of the project civil engineer. 6.3 Surface Drainage and Erosion Surface drainage should be controlled at all times. The proposed roadway should have appropriate drainage systems to collect runoff. Positive surface drainage should be provided to direct surface water away from the proposed retaining structures toward the street or suitable drainage facilities. Positive drainage may be accomplished by providing a minimum 2 percent gradient away from the proposed retaining structures. Below grade planters should not be situated adjacent to structures oapav s unless provisions hould beravoidedeadjacent to retaining and drains are made. In general, p ondin g structures or pavements. To help reduce the potential for excessive erosion of graded slopes, we recommend berms and /or swales be provided along the top of the slopes and drainage directed such that surface runoff on the slope faces is minimized. Protective measures to mitigate excessive site erosion during -15- 040105 -001 construction should also be implemented in accordance with the latest City of Encinitas grading ordinances. 6.4 Retaining Wall Foundation Desi Footings bearing in properly compacted fill should have a minimum depth of 18 inches below the lowest adjacent grade. At this depth, footings may be designed using an allowable soil- bearing value of 2,000 pounds per square foot (psf). For footings founded in compacted fill soils, an allowable capacity increase of 250 psf for every 6 inches of additional embedment may be used, not exceeding 3,000 psf. This value may be increased by one -third for loads of short duration including wind or seismic forces. Wall footings should have a minimum width of 24 inches and should be reinforced in accordance with structural requirements. The footings should have a minimum 10 -foot setback Cnotdbeo situated with from the outsie bse of a 1:5:1 maga aryaplan extending footing daylight. Utility trenches should down from the footing. The recommended allowable capacity is generally based on a total allowable settlement of 3/4 inches. Actual settlement may be estimated on the basis that settlement is roughly proportional to the net contact bearing pressure. Differential settlement is likely to be approximately one -half of the total settlement provided cut -fill transition areas are properly mitigated. All footings for the proposed retaining structures should be observed by Leighton and Associates prior to placement of reinforcing steel to verify site conditions. 6.5 Lateral Earth Pressures For design purposes, the following lateral earth pressure values for level or sloping backfill are recommended for walls ba S0 per ASTM Test Method D4829). Select materials should be used potential equal to or less than n p within the zone defined by a 1:1 plane extending up from the base of the wall. -16- 040105 -001 Table 2 Static Equivalent Fluid Weight (pcf) for walls with select Backfill Conditions Level 2:1 Slope Active 35 55 At -Rest 55 75 350* 150* Passive down) (Maximum of 3 ksf) (sloping * If footings are founded within the recommended 10 -foot setback line, passive resistance should be neglected. ned for an active Unrestrained (yielding) cantilever walls 15 feet above. In the designbofdwalls restrained from equivalent pressure value provided in Ta ble movement at the top (nonyielding), the at -rest pressures should be used. If conditions other than provided on those covered herein are anticipated, the n cal engineer. ineerd. pressure values load for aerestrained or an individual case basis by the geotech g unrestrained wall resulting from automobile sf respectively, s f wt hi h is be assumed to be equivalent addition to the equivalent a uniform pressure of 75 psf and 200 p fluid pressure given above. For other uniform the surcharge pressure uniform n pressure equal to 0.35q barge from heavy should be applied to the wall (where q is g e wall moving trucks can be analyzed by this office in ng materials and watereisnnot allohwed to pressures assume walls are backfilled with free dra accumulate behind walls. A typical drainage s to at design east 90 percent relatppe compaction (based on should be compacted by mechanical method with the ASTM D1557). Wall footing design and setbacks andhreinforcedrin ac o dance rwathestructural previous foundation design recommend ations considerations. the Lateral soil resistance developed against lateral structural movement can be obtained iction passive pressure value provided in Table 2 above. Further, for sliding resistance, the fray coefficient of 0.33 may be used at the concrete tionifncluding wind orvsel smicll ads. increased The total sol interface. These by one-third when considering loads of short dura resistance may be taken as the sum of the frictional and passive resistance provided that the passive portion does not exceed one -half of the total resistance. SWIN I- 040105 -001 Pavement Design To develop design parameters for analysis of pavement sections, a representative from our firm lo ent. A total of three collected samples from boring excavations a n g value R- Value) anaccordance with Cal Test representative samples were tested for resistant Method 301. The results of our laboratory analysis are presented in Appendix B and in Table 3 below. As requested by the project civil engineer, the design pavement sections were determined using a design traffic index (T.I.) of 9.0. Thickness of asphaltic concrete (AC) over Class 2 aggregate base, were calculated using the methodology co din outlined o the City Caltrans of EncinHighway as Public Road Standards Minimum thicknesses were determined g (City of Encinitas, 1996). The design section is based on a conservative R- expos u d at the the Additional ubgrade elevation. If the ssubgrade performed during grading on representative soils materials exposed during grading possess a lowavementiconstructed using asphalt concret (AC) required. The section provided in Table 4 is for p base over Class 2 aggregate base. Incorporated into the design section is the minimum aggregate thickness (per City of Encinitas requirements). -18- Table 3 Summary of Laboratory Test Results Sample Description R -Value Sample Location B -2, 5 -10 Feet Orange brown silty SAND 70 (Station 16 +40) B -3, 5 -7 Feet Light brown to orange brown silty SAND 67 (Station 23 +50) B -6, 4 -6 Feet Dark brown silty SAND 65 (Station 35+60) As requested by the project civil engineer, the design pavement sections were determined using a design traffic index (T.I.) of 9.0. Thickness of asphaltic concrete (AC) over Class 2 aggregate base, were calculated using the methodology co din outlined o the City Caltrans of EncinHighway as Public Road Standards Minimum thicknesses were determined g (City of Encinitas, 1996). The design section is based on a conservative R- expos u d at the the Additional ubgrade elevation. If the ssubgrade performed during grading on representative soils materials exposed during grading possess a lowavementiconstructed using asphalt concret (AC) required. The section provided in Table 4 is for p base over Class 2 aggregate base. Incorporated into the design section is the minimum aggregate thickness (per City of Encinitas requirements). -18- 6.7 Table 4 Asphaltic Concrete and Aggregate Base Pavement Section for TI = 9.0 and Design R -value = 50 Asphalt Concrete Thickness (inches) 5.5 Class 2 Aggregate Base Thickness (inches) 7.5 040105 -001 All aggregate base, and the upper 12 inches of ss agr Standard of Testing and Materials (ASTM) Test percent relative compaction based on American moisture content. Method D1557. Compacted materials should be conform at near to and bete lace d n accordance with Aggregate base material and Asphalt Concrete the City of Encinitas requirements. Geochemical Considerations meant to serve as an Geochemical screening of the soils was determining the level of screening from a qualified indicator for the design professiona ls int rm corrosion engineer. Review of geochemical test results by a corrosion engineer is recommended. Concrete in direct contact with soil or water contains known as l oncentration Soluble sulfates sulfate can be subject to chemical deterioration commonly results (Appendix indicated a soluble sulfate content tent of less than 0.01 percent. Uniform Building Code Table 19 -A -4 provides minimum concrete design requirements based on sulfate exposure conditions. . and resistivity testing Our geochemical testing included pH, chloride come site soils are believed t proesent aplow to subgrade soils (Appendix Q. Based on our results, the highly corrosive environment to buried metal piping o and mitigate uits. A on. corrosive engineer should be consulted to provide additional recommendations 6.8 Construction Observation The recommendations provided in this report are based borings. mThe interpolatedrnsubsurface subsurface conditions disclosed by widely spaced conditions should be checked in the field during fill should be observation performed by a onsite excavations and field density testing of all compacted of representative of this office so that construction is accordance oogist during gradingtforsthe this report. We recommend that cut slopes be pp by presence of potentially adverse geologic conditions. -19- 040105 -001 6.9 Plan_ Revievi' Grading and improvements plans shouldommendations n be reviewed by Leighton in this are in project grading to evaluate weather or not the rec plans. -20- 040105 -001 7.0 LIMITATIONS The conclusions and recommendations in this report based part upon data t from samples, and tests. Such information s by a limited number of observations, site visits, excavations, eotechnical or geological necessity incomplete. The nature f distances and and is under varying differing climatic matiic conditions. Changes in conditions can occur with coclusions, and subsurface conditions can and do occur over elied upon only Therefore, Leighton findi has thenopportunity to recommendations presented in this report can b P observe the subsurface conditions during grading and construction of the project, in order to confirm that our preliminary findings are representative for the site. -21- mmmmmm = 3NII 0 z m m m m m m Ho1VW to as ml 1 I f ,cyu f. I N T" SNI c n co I- ` m _ a N f z N 2 1 i LJO 1 ''I�6 i T. N , ' f i 1 TYM OMNIVLitl uKi. � / 1 -r 1 I !E'iR LO cm m T— o N Of 1 Q N CL ob d O _ __.- U yd.. aZ �f.' I ANj1V� I LD I I I. Q �;. i LO i I , cli i t&q-vt � I N - n " ( TYM 1 9Nnr4w Nam W... 1764 I I�' 15N t+zt� yr a Q I y Q: � � T N z 1 0 nM' mmmm �k H31VW LO •�` I m �(t mmmmmmm m a. N4 \ \ bD c L 0 .0 ra v v 0 v b4 w 0 ru 0 0 v e X O L Q O. Q 0 z � W m w JI 0 0 z Q L M bD LL. c o o toy o v' w N .10 0 o z a � aa I 02 (qYQ C Z o Co L w L V C CL to tL Q p J CL Z O= v m Hm b0 3 o m ro U L �ou O=L J T�� L t9 C co V �W M W APPENDIX A References Blake, 1996, EQFAULT, Version 2.2. 040105 -001 CDMG, 1996, Probabilistic Seismic Hazard Assessment for the State of California, Open -File Report, 96 -08. City of Encinitas, 1996, Public Road Standards, Engineering Services Department, Adopted February 14, 1996. Eisenberg, L.I., and Abbott, P.L., 1985, Eocene Lithofacies and Geologic History, Northern San Diego County in Abbott, P.L., ed., On the Manner of Deposition of the Eocene Strata in Northern San Diego County: San Diego Association of Geologists, Field Trip Guidebook, pp. 19 -35. Hart, 1997, Fault Rupture Hazard Zones in California, Alquist- Priolo Special Studies Zones Act of 1972 with Index to Special Study Zone Maps, Department of Conservation, Division of Mines and Geology, Special Publication 42. International Conference of Building Officials, 1997, Uniform Building Code. Jennings, C.W., 1994, Fault Activity Map of California and Adjacent Areas, with Locations and Ages of Recent Volcanic Eruptions: California Division of Mines and Geology, California Geologic Data Map Series, Map No. 6., Scale 1:750,000. Kennedy, M.P. and Tan Siang S., 1996, Geologic Maps of the Northwestern Part of San Diego County, California, California Division of Mines and Geology. Tan, S.S. and Giffen D.G., 1995, Landslide Hazards in the Northern Part of the San Diego Metropolitan Area, San Diego County, California, Landslide Hazard Identification Map No. 35, DMG Open File Report 95 -04. Weber, F.J., 1982, Recent Slope Failures, Ancient Landslides and Related Geology of the Northern- Central Coastal Area, San Diego County, California: California Division of Mines and Geology, Open File Report 82 -12LA, 77p. Ziony, J.I., and Yerkes, R.F., 1985, Evaluating Earthquake and Surface- Faulting Potential in Ziony, ed., 1985, Evaluating Earthquake Hazards in the Los Angeles Region — An Earth — Science Perspective: U.S. Geological Survey, Professional Paper 1360, pp. 43 -91. AERIAL PHOTOGRAPHS Date Source Flight Photo No. April 11, 1953 USDA AXN -8M 76 and 77 A -1 Date Project Drilling Co. Hole Diameter Elevation Top of Hole GEOTECHNICAL BORING LOG KEY KEY TO BORING LOG GRAPHICS Drive Weight ft. Ref. or Datum Sheet 1 Project No. Type of Rig of 1 Drop _ in. C t+ > °J� W t� D °v z OJ ro� W o z ° z E `n 3 °° ° L 00 (U C ) U 00. T" o °' 1 L} - w ° U N� ro cn L) t_i -� M GEOTECHNICAL DESCRIPTION Logged B g Y Sampled By 0 CL Inorganic clay of low to medium plasticity; gravelly clay; sandy clay; silty clay; lean clay CH Inorganic clay or high plasticity; fat clay OL -OH Organic clay, silt or silty clay - clayey silt mixtures SPT ML Inorganic silt; very fine sand; silty or clayey fine sand; clayey silt with low plasticity Sampl MH Inorganic silt; diatomaceous fine sandy or silty soils; elastic silt S CAL CL -ML Low plasticity clay to silt mixture Sample ML -SM Sandy silt to silty sand mixture CL -SC Sandy clay to clayey sand mixture SC -SM Clayey sand to silty sand mixture SW Well graded sand; gravelly sand, little or no fines 10 SP Poorly graded sand; gravelly sand, little or no fines SM Silty sand; poorly graded sand -silt mixture SC Clayey sand; poorly graded sand; clay mixture o ° ° GW Well graded gravel; gravel -sand mixture, little or no fines o ' • GP GM Poorly graded gravel; gravel -sand mixture, little or no fines Silty gravel; gravel- sand -silt mixture 15 G of and Wa le at Th Drilling er ne GC Clayey gravel; gravel- sand -clay mixture Sandstone Siltstone Claystone 20 �o ° ,o 0 0 Breccia (angular gravel and cobbles or matrix- support conglomerate) Conglomerate (rounded gravel and cobble clast- supported) ��— A Igneous granitic or granitic type rock J L Metavolcanic or metamorphic rock Artificial or man -made fill 25 Asphaltic concrete Portland cement concrete 505A(11/77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B -1 Date 5 -19 -00 Sheet 1 Project Quail Gardens Widening Project No. Drilling Co. West Hazmat Type of Rig Hole Diameter 8 in. Drive Weight 140 pounds Elevation Top of Hole +/- 145 ft. Ref. or Datum Mean Sea Level of 1 040105 -001 Hollow -Stem Auger Drop 30 in. 0 ° �= v % N N U GEOTECHNICAL DESCRIPTION ++- _ t} t to W Z 3 0 0� C 4- } N UU �W d� bJ O z E m 0M �y —� _W� °� M . n. T" o Logged By MDJ Sampled By MW W o c°� (on 145 0 ARTIFICIAL FILL o @ 0': Asphalt Concrete _ SM @ 6 ": Aggregate Base 1 15 @ 2': Silty SAND: brown, moist to wet, medium dense, asphalt and concrete fragments 2 25 109.8 10.3 @ 4': Silty SAND: light brown, moist to wet, medium dense 140 5 - 3 9 SM —--------------------- QUATERNARY SLOPE WASH @ 6': Silty SAND: orange- brown, moist to wet, loose 4 29 93.1 9.0 @ 8': Silty SAND: light brown, moist, medium dense 135 10 5 21 @ 10': Silty SAND: light brown, moist, medium dense; a organic layer .5" 130 15 — 6 53 111.1 16.6 SC @ 15': Clayey silty SAND: brown, moist to wet, dense @ 19': Seepage 125 20 7 39 SM @ 20': Silty SAND: light brown, wet, dense Bulk8 @ 21': Same as at 20'; bulk sample Total Depth = 21.5 Feet Possible seepage encountered at 19 feet at time of drilling Backfilled on 5/19/00 Capped 4" Concrete 120 25 505A(11/77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B -2 Date 5 -19 -00 Sheet 1 of Project Quail Gardens Widening Project No. 040105 -001 Drilling Co. West Hazmat Type of Rig Hollow -Stem Auger Hole Diameter 8 in. Drive Weight 140 pounds Drop 30 in. Elevation Top of Hole +/- 165 ft. Ref. or Datum Mean Sea Level o„ z o N L ., GEOTECHNICAL DESCRIPTION ++ ++ L U1 0! N 3 O O� C4- 3 (n L) L! �W WW NJ O m OOd Ny N �►� o� z E a n �," O �U Logged By MW Sampled By N10DJ W o t°n-" 165 0 SM ARTIFICIAL FILL @ 0': Silty medium SAND: red - brown, damp 1 25 102.8 4.1 @ 2': Silty medium SAND: red - brown, damp, loose: rootlets 2 10 @ 4': Silty medium SAND: orange- brown, damp, loose 160 5 3 17 110.4 9.2 @ 6': Silty SAND: orange- brown, dry to damp, medium dense; gravel common Bulk 4 23 @ 8': Silty SAND: orange- brown, damp, medium dense 5 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SM TORREY SANDSTONE @ 9': Bulk sample silty SAND: orange- brown, damp 155 10 6 74 112.9 10.1 @ 10': Silty SANDSTONE: orange- brown, damp, dense Bulk -7 150 15 8 79 @ 15': Silty medium SANDSTONE: orange- brown, damp, very dense 145 20 9 67 96.0 9.0 @ 20': Silty fine to medium SANDSTONE: orange- brown, damp to moist, dense Total Depth = 21.5 Feet No ground water encountered at time of drilling Backfilled on 5/19/00 140 25 505A(11i77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B -3 Date 5 -19 -00 Sheet 1 of 1 Project Quail Gardens Widening Project No. 040105 -001 Drilling Co. West Hazmat Type of Rig Hollow -Stem Auger Hole Diameter 8 in. Drive Weight 140 pounds Drop 30 in. Elevation Ton of Hole +/- 197 ft. Ref. or Datum Mean Sea Level 505A(11/77) LEIGHTON & ASSOCIATES J N ^ N GEOTECHNICAL DESCRIPTION _ _ r W W Z W 3 O OV' C4- L �� rdN L) L! >O NO (QOJ O z a- 0° L O0. NW w� o� cL e w M 6+_ Logged By MDJ Sampled By MDJ w Cn o L) cn 0 SM ARTIFICIAL FILL @ 0': Silty SAND: orange -brown to light brown, damp, loose; chunks of bedrock in fill on slope 195- 1 7 @ 2': Silty SAND: light brown, damp, loose 2 19 97.3 4.1 @ 4': Silty SAND: light brown to orange- brown, damp to dry, loose 5 -– – – SM – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – TORREY SANDSTONE 3 50/6" @ 6': Silty medium SANDSTONE: light brown to orange -brown, damp, very Bulk 4 dense; iron concretions; bulk sample 190 5 50/6" 106.7 6.9 @ 8': Silty SANDSTONE: light brown, damp, very dense; iron concretions to — 6 50/6" @ 10': Silty SANDSTONE: light brown, damp, very dense 185 15 7 1 50/6" 100.6 11.0 @ 15': Silty SANDSTONE: light brown to orange -brown, damp to moist, very dense 180 20 8 50/6" @ 20': Silty SANDSTONE: light brown to orange -brown, damp to moist, very dense, iron concretions Total Depth = 20.5 Feet No ground water encountered at time of drilling 175 Backfilled on 5/19/00 25 170 505A(11/77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B -4 Date 5 -19 -00 Sheet 1 of 1 Project Quail Gardens Widening Project No. 040105 -001 Drilling Co. West Hazmat Type of Rig Hollow -Stem Auger Hole Diameter 8 in. Drive Weight 140 pounds Drop 30 in. Elevation Ton of Hole +/- 211 ft. Ref. or Datum Mean Sea Level 505A(11/77) LEIGHTON & ASSOCIATES 1 w� GEOTECHNICAL DESCRIPTION z W W Z 3 O C4 L �� roN UU > o4- W o� bJ O z E O� m o� W Q tn o c m Logged By MDJ W CD to Tv o sU ton? Sampled By MDJ 0 SM ARTIFICIAL FILL 210 1 45 105.8 7.7 @ 2': Silty SAND: light brown, damp to moist, medium dense 2 12 @ 4': Silty SAND: brown, damp to moist, medium dense 5 205 3 21 97 2 2.8 @ 6': Silty SAND: light brown, damp to moist, medium dense ¢ 28 @ 8': Silty SAND: light brown to orange- brown, moist, medium dense 10 -:_ 5 68 105.0 8.0 ——--------——--—---—-----———--—-----——---- TORREY SANDSTONE SM @ 10': Silty SANDSTONE: light brown to orange- brown, damp, very dense 200 15 6 78 @ 15': Silty fine SANDSTONE: light brown, damp, very dense 195 20 7 50/6" 1 102.8 10.1 1 @ 20': Silty SANDSTONE: brown, damp, very dense 190 Total Depth = 20.5 Feet No ground water encountered at time of drilling Backfilled on 5/19/00 25 185 505A(11/77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B -5 Date 5 -19 -00 Sheet 1 of 1 Project Quail Gardens Widening Project No. 040105 -001 Drilling Co. West Hazmat Type of Rig Hollow -Stem Auger Hole Diameter 8 in. Drive Weight 140 pounds Drop 30 in. Elevation Top of Hole +/- 217 ft. Ref. or Datum Mean Sea Level C U_ z o N,� Lv roN GEOTECHNICAL DESCRIPTION L„ +_} L M N W to 3 C O� C4- 3+ NW UU �W Wv WW ov NJ O Z E m y Oa 0 C —u Logged By MDJ W a T" o� �c°� con= Sampled By MDJ 0 SM ARTIFICIAL FILL 215 1 13 104.1 19.5 @ 2': Silty SAND: brown, moist to wet, loose 2 24 SM TORREY SANDSTONE @ 4': Silty SANDSTONE: light brown to orange -brown, damp to moist, medium 5 dense 3 1 50 108.8 17.2 SC @ 6': Clayey silty SANDSTONE: orange- brown, damp, very dense 210 4 50 SM @ 8': Silty SANDSTONE with CLAY: light brown, damp to moist, very dense 10 5 50 107.4 15.9 @ 10': Silty medium SANDSTONE: light brown, damp, very dense; iron concretionary layer 205 15 6 97 @ 15': Silty medium SANDSTONE: light brown, damp, very dense 200 20 7 50 1 103.6 10.7 @ 20': Silty medium SANDSTONE: light brown to gray -brown, damp, very dense Total Depth = 20.5 Feet No ground water encountered at time of drilling 195 Backfilled on 5/19/00 25 190 505A(11/77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B -6 Date 5 -19 -00 Sheet 1 of 1 Project Quail Gardens Widening Project No. 040105 -001 Drilling Co. West Hazmat Type of Rig Hollow -Stem Auger Hole Diameter 8 in. Drive Weight 140 pounds Drop 30 in. Elevation Ton of Hole +/- 214 ft. Ref. or Datum Mean Sea Level 505A(11/77) LEIGHTON & ASSOCIATES 0 �- T �" r N GEOTECHNICAL DESCRIPTION O, r" t) N Z N O N^ L1 L b (A UU) j0 o�� NO o� NJ O z E O� m w 00. 0 o —� Logged By MDJ L9 a T" W U) o U to Sampled By MDJ 0 ARTIFICIAL FILL 0': Asphalt Concrete 0 6 ": Aggregate Base t 28 110.5 9.4 SM @ 2': Silty SAND: with gravel: brown, moist, medium dense 210- 2 7 @ 4': Silty SAND: dark brown, moist, loose 5 Bulk 3 4 17 98.8 6.7 @ 6': Silty SAND: dark brown, moist, loose 5 9 8': Silty SAND: brown, moist, loose 205 10 6 27 101.2 8.3 - - - - SM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - QUATERNARY SLOPE WASH 10': Silty SAND: brown, moist, medium dense 200 15 7 24 c@ 15': Silty SAND: light brown, moist, medium dense 195 20—. 8 26 103.3 17.2 @ 20': Silty SAND: light brown, moist, medium dense Q 23': Possible perch zone 190 25 9 lg @ 25': Silty SAND: brown, wet, medium dense Total Depth = 26.5 Feet Possible seepage encountered at 23 feet Backfilled on 5/19/00 Capped 4" of Concrete 185 505A(11/77) LEIGHTON & ASSOCIATES 040105 -001 APPENDIX C Laboratory Testing Procedures and Test Results Chloride Testing Representative soil samples were obtained for testing for chloride content in accordance with California Test Method 422. The results are presented in the following table. Sample Number Chloride Content (ppm) Potential for Chloride Attack B -2, 5 Feet 86 Low B -6, 5 Feet 111 Low Direct Shear Tests: Direct shear tests were performed on selected remolded and/or undisturbed samples which were soaked for a minimum of 24 hours under a surcharge equal to the applied normal force during testing. After transfer of the sample to the shear box, and reloading the sample, pore pressures set up in the sample due to the transfer were allowed to dissipate for a period of approximately 1 hour prior to application of shearing force. The samples were tested under various normal loads, a motor - driven, strain - controlled, direct -shear testing apparatus at a strain rate of less than 0.001 to 0.5 inches per minute (depending upon the soil type). The test results are presented in the test data. Sample Location Sample Description Friction Angle (degrees) Apparent Cohesion (psf) B -2, 6 Feet Orange brown Silty 31 100 B -2 5 -10 Feet SAND (Artificial Fill) 6.9 2,282 ' ' Orange brown Silty 10 Feet SANDSTONE (Torrey 31 350 Sandstone) Minimum Resistivity and pH Tests: Minimum resistivity and pH tests were performed in general accordance with California Test Method 643. The results are presented in the table below: C -1 Sample Sample Location Description pH Minimum Resistivity (ohms -cm) B -2 5 -10 Feet Orange brown Silty 6.9 2,282 ' ' SAND B-6,4-6 Feet Dark brown Silty 7.3 2,650 SAND C -1 040105 -001 Laboratory Testing Procedures (Continued) Moisture and Density Determination Tests: Moisture content and dry density determinations were performed on relatively undisturbed samples obtained from the test borings. The results of these tests are presented in the boring logs. Where applicable, only moisture content was determined from "undisturbed" or disturbed samples. R- Value: The resistance "R" -value was determined by the California Materials Method No. 301 for base, subbase, and basement soils. The samples were prepared and exudation pressure and "R" -value determined. The graphically determined "R" -value at exudation pressure of 300 psi is reported. =Sample Location R -Value B -2, 5 -10 Feet 70 B -3, 5 -7 Feet 67 B -6, 4 -6 Feet 65 Soluble Sulfates: The soluble sulfate contents of selected samples were determined by standard geochemical methods. The test results are presented in the table below: Sample Location Sample Description Sulfate Content ( %) Potential Degree of Sulfate Attack* B -2, 5 -10 Feet Orange brown Silty SAND <0.01 Negligible B-6,4-6 Feet Dark brown Silty SAND <0.01 Negligible * Based on the 1997 edition of the Uniform Building Code, Table No. 19 -A -4, prepared by the International Conference of Building Officials (ICBO, 1997). C -2 0 1 2 3 4 5 6 7 8 9 10 1 1 12 0 VERTICAL STRESS (ksfl Test Method: ASTM D2435 -90 Boring No. B-2 Sample No. 3 Depth (feet) 6.0 Soil Type SM 0 Before Adding Water 0 After Adding Water Dry Density (pcf) 110.4 Moisture Content ( %): Before 9.2 After 14.4 Type of Sample Undisturbed CONSOLIDATION - PRESSURE CURVE - Project No. 040105 -001 Project Name Quail Gardens Widening ° 0 Date 6/19/00 Figure No. 1 -EN t 10 VERTICAL STRESS (ksfl Test Method: ASTM D2435 -90 Boring No. B-2 Sample No. 3 Depth (feet) 6.0 Soil Type SM 0 Before Adding Water 0 After Adding Water Dry Density (pcf) 110.4 Moisture Content ( %): Before 9.2 After 14.4 Type of Sample Undisturbed CONSOLIDATION - PRESSURE CURVE - Project No. 040105 -001 Project Name Quail Gardens Widening ° 0 Date 6/19/00 Figure No. 1 0 1 2 3 4 5 6 7 8 9 10 11 VERTICAL STRESS (ks fl Test Method: ASTM D2435 -90 Boring No. B -4 Sample No. 3 Depth (feet) 6.0 Soil Type SM N Before Adding Water 0 After Adding Water Dry Density (pcf) 98.6 Moisture Content ( %): Before 3.7 After 19.4 Type of Sample Undisturbed CONSOLIDATION - PRESSURE CURVE - Project No. 040105 -001 Project Name Quail Gardens Widening Date 6/19/00 Figure No. 2 Leighton and Associates, Inc. GENERAL EARTH WORK AND GRADING SPECIFICATIONS Pagel of 6 LEIGHTON AND ASSOCIATES, INC. GENERAL EARTHWORK AND GRADING SPECIFICATIONS FOR ROUGH GRADING 1.0 General 1.1 Intent: These General Earthwork and Grading Specifications are for the grading and earthwork shown on the approved grading plan(s) and/or indicated in the geotechnical report(s). These Specifications are a part of the recommendations contained in the geotechnical report(s). In case of conflict, the specific recommendations in the geotechnical report shall supersede these more general Specifications. Observations of the earthwork by the project Geotechnical Consultant during the course of grading may result in new or revised recommendations that could supersede these specifications or the recommendations in the geotechnical report(s). 1.2 The Geotechnical Consultant of Record Prior to commencement of work, the owner shall employ the Geotechnical Consultant of Record ( Geotechnical Consultant). The Geotechnical Consultants shall be responsible for reviewing the approved geotechnical reports) and accepting the adequacy of the preliminary geotechnical findings, conclusions, and recommendations prior to the commencementof the grading. Prior to commencement of grading, the Geotechnical Consultant shall review the "work plan" prepared by the Earthwork Contractor (Contractor) and schedule sufficient personnel to perform the appropriate level of observation, mapping, and compaction testing. During the grading and earthwork operations, the Geotechnical Consultant shall observe, map, and document the subsurface exposures to verify the geotechnical design assumptions. If the observed conditions are found to be significantly different than the interpreted assumptions during the design phase, the Geotechnical Consultant shall inform the owner, recommend appropriate changes in design to accommodate the observed conditions, and notify the review agency where required. Subsurface areas to be geotechnicallyobserved, mapped, elevations recorded, and/or tested include natural ground after it has been cleared for receiving fill but before fill is placed, bottoms of all "remedial removal" areas, all key bottoms, and benches made on sloping ground to receive fill. The Geotechnical Consultant shall observe the moisture- conditioningand processing of the subgrade and fill materials and perform relative compaction testing of fill to determine the attained level of compaction. The Geotechnical Consultant shall provide the test results to the owner and the Contractor on a routine and frequent basis. 1030 1094 Leighton and Associates, Inc. GENERAL EARTHWORK AND GRADING SPECIFICATIONS Page 2 of 6 1.3 The Earthwork Contractor. The Earthwork Contractor (Contractor) shall be qualified, - experienced, and knowledgeable in earthwork logistics, preparation and processing of ground to receive fill, moisture - conditioning and processing of fill, and compacting fill. The Contractor shall review and accept the plans, geotechnical report(s), and these Specifications prior to commencement of grading. The Contractor shall be solely responsible for performing the grading in accordance with the plans and specifications. The Contractor shall prepare and submit to the owner and the Geotechnical Consultant a work plan that indicates the sequence of earthwork grading, the number of "spreads" of work and the estimated quantities of daily earthwork contemplated for the site prior to commencement of grading. The Contractor shall inform the owner and the Geotechnical Consultant of changes in work schedules and updates to the work plan at least 24 hours in advance of such changes so that appropriate observations and tests can be planned and accomplished. The Contractor shall not assume that the Geotechnical Consultant is aware of all grading operations. The Contractor shall have the sole responsibility to provide adequate equipment and methods to accomplish the earthwork in accordance with the applicable grading codes and agency ordinances, these Specifications, and the recommendations in the approved geotechnical report(s) and grading plan(s). If, in the opinion of the Geotechnical Consultant, unsatisfactory conditions, such as unsuitable soil, improper moisture condition, inadequate compaction, insufficient buttress key size, adverse weather, etc., are resulting in a quality of work less than required in these specifications, the Geotechnical Consultant shall reject the work and may recommend to the owner that construction be stopped until - the conditions are rectified. 2.0 Preparation of Areas to be Filled 2.1 Clearing and Grubbing Vegetation, such as brush, grass, roots, and other deleterious material shall be sufficiently removed and properly disposed of in a method acceptable to the owner, governing agencies, and the Geotechnical Consultant. The Geotechnical Consultant shall evaluate the extent of these removals depending on specific site conditions. Earth fill material shall not contain more than 1 percent of organic materials (by volume). No fill lift shall contain more than 5 percent of organic matter. Nesting of the organic materials shall not be allowed. If potentially hazardous materials are encountered, the Contractor shall stop work in the affected area, and a hazardous material specialist shall be informed immediately for proper evaluation and handling of these materials prior to continuing to work in that area. As presently defined by the State of California, most refined petroleum products (gasoline, diesel fuel, motor oil, grease, coolant, etc.) have chemical constituents that are considered to be hazardous waste. As such, the indiscriminate dumping or spillage of these fluids onto the ground may constitute a misdemeanor, punishable by fines and/or imprisonment, and shall not be allowed. 3030 1094 Leighton and Associates, Inc. GENERAL EARTHWORK AND GRADING SPECIFICATIONS Page 3 of 6 2.2 ProcessinK Existing ground that has been declared satisfactory for support of fill by the -Geotechnical Consultant shall be scarified to a minimum depth of 6 inches. Existing ground that is not satisfactory shall be overexcavated as specified in the following section. Scarification shall continue until soils are broken down and free of large clay lumps or clods and the working surface is reasonably uniform, flat, and free of uneven features that would inhibit uniform compaction. 2.3 Overexcavatiorr In addition to removals and overexcavations recommended in the approved geotechnical report(s) and the grading plan, soft, loose, dry, saturated, spongy, organic -rich, highly fractured or otherwise unsuitable ground shall be overexcavated to competent ground as evaluated by the Geotechnical Consultant during grading. 2.4 Benchinf~ Where fills are to be placed on ground with slopes steeper than 5:1 (horizontal to vertical units), the ground shall be stepped or benched. PIease see the Standard Details for a graphic illustration. The lowest bench or key shall be a minimum of 15 feet wide and at least 2 feet deep, into competent material as evaluated by the Geotechnical Consultant. Other benches shall be excavated a minimum height of 4 feet into competent material or as otherwise recommended by the Geotechnical Consultant. Fill placed on ground sloping flatter than 5:1 shall also be benched or otherwise overexcavated to provide a flat subgrade for the fill. 2.5 Evaluation/Acceptance of Fill Areas: All areas to receive fill, including removal and processed areas, key bottoms, and benches, shall be observed, mapped, elevations recorded, and/or tested prior to being accepted by the Geotechnical Consultant as suitable to receive fill. The Contractor shall obtain a written acceptance from the Geotechnical Consultant prior to fill placement. A licensed surveyor shall provide the survey control for determining elevations of processed areas, keys, and benches. 3.0 Fill Material 3.1 General• Material to be used as fill shall be essentially free of organic matter and other deleterious substances evaluated and accepted by the Geotechnical Consultant prior to placement. Soils of poor quality, such as those with unacceptable gradation, high expansion potentials or low strength shall be placed in areas acceptable to the Geotechnical Consultantor mixed with other soils to achieve satisfactory fill material. 3.2; Oversize: Oversize material defined as rock, or other irreducible material with a maximum dimension greater than 8 inches, shall not be buried or placed in fill unless .- location, materials, and placement methods are specifically accepted by the Geotechnical Consultant. Placement operations shall be such that nesting of oversized material does not occur and such that oversize material is completely surrounded by compacted or densified fill. Oversize material shall not be placed within 10 vertical feet of finish grade or within 2 feet of future utilities or underground construction. 3.3 Import If importing of fill material is required for grading, proposed import material shall meet the requirements of Section 3.1. The potential import source shall be given to the 3030 1094 Leighton and Associates, Inc. GENERAL EARTHWORK AND GRADING SPECIFICATIONS Page 4 of 6 Geotechnical Consultant at least 48 hours_(2 working days) before importing begins so that its suitabilitycan be determined and appropriate tests performed. 4.0 Fill Placement and Compaction 4.1 Fill Layers: Approved fill material shall be placed in areas prepared to receive fill (per Section 3.0) in near - horizontal layers not exceeding 8 inches in loose thickness. The Geotechnical Consultant may accept thicker layers if testing indicates the grading procedures can adequately compact the thicker layers. Each layer shall be spread evenly and mixed thoroughlyto attain relative uniformity of material and moisture throughout. 4.2 Fill Moisture Conditioninz Fill soils shall be watered, dried back, blended, and/or mixed, as necessary to attain a relatively uniform moisture content at or slightly over optimum. Maximum density and optimum soil moisture content tests shall be performed in accordance with the American Society of Testing and Materials (ASTM Test Method D1557-91). 4.3 Compaction of Fill: After each layer has been moisturoconditioned, mixed, and evenly spread, it shall be uniformly compacted to not less than 90 percent of maximum dry density, (ASTM Test Method D 1557 -91). Compaction equipment shall be adequately sized and be either specifically designed for soil compaction or of proven reliability to efficiently achieve the specified level of compaction with uniformity. 4.4 Compaction of Fill Slopes: In addition to normal compaction procedures specified above, compaction of slopes shall be accomplished by backrolling of slopes with sheepsfoot rollers at -increments of 3 to 4 feet in fill elevation, or by other methods producing satisfactory results acceptable to the Geotechnical Consultant.' Upon completion of grading, relative compaction of the fill, out to the slope face, shall be at least 90 percent of maximum density per ASTM Test Method D 1557 -91. 4.5 Compaction Testing. Field tests for moisture content and relative compaction of the fill soils shall be performed by the Geotechnical Consultant. Location and frequency of tests shall be at the Consultant's discretion based on field conditions encountered. Compaction test locations will not necessarily be selected on a random basis. Test locations shall be selected to verify adequacy of compaction levels in areas that are judged to be prone to inadequate compaction (such as close to slope faces and at the fillfbedrock benches). 4.6 Frequency of Compaction Testing Tests shall be taken at intervals not exceedjng-2 feet in vertical rise and/or 1,000 cubic yards of compacted fill soils embankment. In addition, as a guideline, at least one test shall be taken on slope faces for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope. The Contractor shall assure that fill construction is such that the testing schedule can be accomplished by the Geotechnical Consultant. The Contractor shall stop or slow down the earthwork construction if these minimum standards are not met. 3030 1094 Leighton and Associates, Inc. GENERAL EART14WORK AND GRADING SPECIFICATIONS Page 5 of 6 4.7 Compaction Test Locations: The Geotechnical Consultant shall document the approximate elevation and horizontal coordinates of each test location. The Contractor shall coordinate with the project surveyor to assure that sufficient grade stakes are established so that the Geotechnical Consultant can determine the test locations with sufficient accuracy. At a minimum, two grade stakes within a horizontal distance of 100 feet and vertically less than 5 feet apart from potential test locations shall be provided. 5.0 Subdrain Installation Subdrain systems shall be installed in accordance with the approved geotechnical report(s), the grading plan, and the Standard Details. The Geotechnical Consultant may recommend additional subdrains and/or changes in subdrain extent, location, grade, or material depending on conditions encountered during grading. All subdrains shall be surveyed by a land surveyor /civil engineer for line and grade after installation and prior to burial. Sufficient time should be allowed by the Contractor for these surveys. 6.0 Excavation Excavations, as well as over - excavation for remedial purposes, shall be evaluated by the Geotechnical Consultant during grading. Remedial removal depths shown on geotechnical plans are estimates only. The actual extent of removal shall be determined by the Geotechnical Consultant based on the field evaluation of exposed conditions during grading. Where fill-over-cut . slopes are to be graded, the cut portion of the slope shall be made, evaluated, and accepted by the Geotechnical Consultant prior to placement of materials for construction of the fill portion of the slope, unless otherwise recommended by the Geotechnical Consultant. 7.0 Trench Backfills 7.1 The Contractor shall follow all OHSA and CaVOSHA requirements for safety of trench excavations. 7.2 All bedding and backfill of utility trenches shall be done in accordance with the applicable provisions of Standard Specifications of Public Works Construction. Bedding material shall have a Sand Equivalent greater than 30 (SE>30). The bedding shall be placed to 1 foot over the top of the conduit and densified by jetting. Backfill shall be placed and densified to a minimum of 90 percent of maximum from 1 foot above the top of the conduit to the surface. 7.3 The jetting of the bedding around the conduits shall be observed by the Geotechnical Consultant. 7.4 The Geotechnical Consultant shall test the trench backfill for relative compaction. At least one test should be made for every 300 feet of trench and 2 feet of fill. 3030 1094 Leighton and Associates, Inc. GENERAL EARTHWORK AND GRADING SPECIFICATIONS Page 6 of 6 7.5 Lift thickness of trench backfill shall _not exceed those allowed in the. Standard Specifications of Public Works Construction unless the Contractor can demonstrate to the Geotechnical Consultant that the fill lift can be compacted to the minimum relative compaction by his alternative equipment and method. 3030 1094 15' MIN. OUTLET PIPES _- 4'+ NON - PERFORATED PIPE, 100' MAX. O.C. HORIZONTALLY, - - _ —_ -= BACKCUT 1:1 30' MAX. O.C. VERTICALLY = _ _ _ _ - OR FLATTER -1-296 BENCHING - --- ---------- — _ ___- -_ _ = _ �_ _ - -- -- _ ___ _ __ _ KEY lot - �= _ �_ - -_ DEPTH - — - __ __, 2 %_ =� — - _ ______ _ __ __ _ 296 MIN. _ -_- _- - 1 �— 15' MIN. 12' MIN. OVERLAP FROM THE TOP 2' MIN. I"� —KEY WIDTH POSITNE SEAL HOG RING TIED EVERY 6 FEET SHOULD BE PROVIDED AT FILTER FABRIC THE JOI • (MIRAFI 140 OR - o • APPROVED i� MIN,..• EQUIVALENT) OUTLET PIPE ij o (NON - PERFORATED) _..rte �._ // 1 T- CONNECTION FOR CALTRANS CLASS II COLLECTOR PIPE TO PERMEABLE OR #2 ROCK OUTLET PIPE (3FT?/FT.) WRAPPED IN FILTER FABRIC • SUBDRAIN INSTALLATION - Subdrain collector pipe shall be installed with perforations dawn or, unless otherwise designated by the geotechnical consultant. Outlet pipes shall be non- perforated pipe. The subdrain pipe shall have at least 8 perforations uniformly spaced per foot. Perforation shall be Y4 to 'A! If drilled holes are used. All subdrain pipes shall have a gradient at least 2% towards the outlet. • SUBDRAIN PIPE - Subdrain pipe shall be ASTM D2751, SDR 23.5 or ASTM D1527, Schedule, 46,-or ASTM D3034, SDR 23:5, Schedule 40 Polyvinyl Chloride Plastic (PVC) pipe. • All outlet pipe shall be placed in a trench no wider than twice the subdrain pipe. Pipe shall be in soil of SE >30 jetted or flooded in place except for the outside 5 feet which shall be native soil backfill. BUTTRESS OR GENERAL EARTHWORK AND GRADING REPLACEMENT FILL SPECIFICATIONS ° � SUBDRAINS STANDARD DETAILS D 4/85 -COMPACTED - -. __ - -_ —I PROJECTED PLANE _ — — _ _ — — — — — M 1 TO i UM FROM TOE —___ =a = —_ — FILL SLOPE OF SLOPE TO APPROVED GROUND = _ _ _ �_ — ' COVE -- — -- UNSUITABLE NATURAL _" � — _= 4TYPICAL MATERIAL T GROUND -- -'�'�- BENCH —BENCH 1 --_- -- 1— HEIGHT 2' MIN. LOWEST BENCH KEY DEPTH (KEY) COMPACTED — — FILL- OVER -CUT SLOPE NATURAL — —_ _ _— — — V TYPICAL GROUND \ — - -- — —BEN BENCH HEIGHT REMOVE —•2% MIN=.— UNSUITABLE / Ir MIN. MATERIAL / LOWEST BENCH 2' MIN. ii KEY DEPTH CUT FACE � SHALL BE CONSTRUCTED PRIOR TO FILL PLACEMENT TO ASSURE CUT FACE ADECAJATE GEOLOGIC CONDITIONS TO BE CONSTRUCTED PRIOR TO FILL PLACEMENT NATURAL / CUT -OVER -FILL GROUND / SLOPE OVERBUILT AND TRIM BACK �_ — — f =_ For Subdrains See '` -- Standard Detail C DESIGN SLOPE �_ — — REMOVE PROJECTED PLANE �f- - -__ = NSUITABLE 1 TO 1 MAXIMUM FROM MATERIAL TOE OF SLOPE TO = -_-- APPROVED GROUND — — = W TYPICAL OMPACTED BENCH BENCH HEIGHT -1L1_ BENCHING SHALL BE DONE WHEN SLOPES ANGLE IS EouAL TO OR GREATER THAN 5:1 1 a' MI MIN$ JNI BENCH HEIGHT SHALL BE 4 FEET 2' MIN. LOWEST BENCH bgNIMV*A FILL WIDTH SHALL BE 9 FEET KEY DEPTH AND KEYING AND BENCHING GENERAL EARTHWORK SPECIFICATIONS GRADING STANDARD DETAILS A Lu REV. 4111/96 FINISH GRADE .. - -- - --- - - ------ - - - -- ---- -- -- - --- - ----- - ----- - -- - - _ _�: _ _ _j --- - ---- - - ----- - - - -- - - ---- -- --- ---- - ------ ----- - - - - - SLOPE -10'MIN.=-z--i-COMPACTED FILL:!--7--=--! — — — — — — — — — — — — - =- — — — — — — — — — — — - FACE-------------- ----- ------------- ------- ----------- -------------- - - ------------ ----- --------------- -------- ------------------------------- ------------------------ - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ---- ------ _0 --7 -7" -_ - - - - -- -- I Mm 'MIN. ------- -------- -- ------- -- --------- — ------- ----------- -------— — — — -- ------------- - — ------ - - — -- --- --- -- — — ----- --- -- — -- ---- — — ---- --- --- — -- ---- — -- -- — ----- --- -- — OV E R S I Z E - - - — — — JETT ED OR FLOODED Z� --WINDROW ----------- GRANULAR MATERIAL I • Oversize rock Is larger than 8 Inches In Largest dimension. • Excavate a trench In the compacted fill deep enough to bury all the rock. • Backfill with granular soil jetted or flooded In place to fill all the voids. • Do not bury rock within 10 feet of finish grade. • Windrow of buried rock shall be parallel to the finished dope fill. ELEVATION A-A' PROFILE ALONG WINDROW JETTED OR FLOODED GRANULAR MATERIAL OVERSIZE ROCK DISPOSAL GENERAL EARTHWORK AND GRADING SPECIFICATIONS STANDARD DETAILS B T*T 4M NATURAL GROUND -- --------- --------- Z—.= ------ -- - — ------------------------------- — ------------------------------ — -- — ---------------------------- — ----------- COMPACTED FILL -- RETAINING WALL DRAINAGE DETAIL RETAINING WALL — WALL* WATERPROOFING PER ARCHITECT'S FINISH GRADE. ---------- ---------- WALL FOOTING cIL= NOT TO SCALE SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size % Passing ill 100 3/4" 90-100 3/8" 40-100 No. 4 25-40 No. 8 18-33 No. 30 5-15 No. 50 0-7 No. 200 0-3 Sand Equivalent >75 SOIL BACKFILL, COMPACTED TO 90 PERCENT: RELATIVE COMPACTION* - - - - - - - - - - - ---------- - -- -------- - --- - - - - - - - - - - - - - - --------- ---- LA. oj�) JE'- MIN FILTER FABRIC ENVELOPE.-- OVERLAP: - ---, 6 (MIRAFI 140N OR APPROVED 0 0 tQUIVALENTi** .1' MIN.. == 3/4'-1-1/20 CLEAN GRAVEL 0 4--(MIN:')--DIAMETER PERFORATED 0 0 PIPE: (SCHEDULE 40, ORS EQUIVALENT) WITH PERFORATIONS ORIENTED i DOWN, AS DEPICTED MINIMUM 1!. PERCENT GRADIENT. TO SUITABLE OUTLET V So MIN. COMPETENT BEDROCK OR MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT *BASED ON ASTM D1667 **IF CALTRANS CLASS 2 PERMEABLE MATERIAL (SEE GRADATION TO LEFT) IS USED IN PLACE OF 3/4'-1-1/20 GRAVEL, FILTER FABRIC MAY BE DELETED. CALTRANS CLASS 2 PERMEABLE MATERIAL SHOULD BE COMPACTED TO 9q PERCEN'T-�-RELATIVE COMPACTION * NOTE:COMPOSITE DRAINAGE PRODUCTS SUCH AS MIRADRAIN OR J-DRAIN MAY BE USED AS AN ALTERNATIVE TO GRAVEL OR CLASS 2. INSTALLATION SHOULD BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. STABILITY FILL / BUTTRESS DETAIL OUTLET PIPES -4' 0 NONPERFORATED PIPE, 100' MAX. O.C. HORIZONTALLY, 30' MAX. O.C. VERTICALLY-, ERE _ =- = = = = == =_FILL ____ -- __ — =__� = =� = =? DEPTH _— = _ MIN . __ _ _ = _• .. __ -- - _ - - - -- ---- - ----� =—_ == MI=a N. KEY WIDTH 1A_ S NOTED ON GRADING PLANS 1f;' MIN. 6' MIN. OVERLAP 3/46- 1 -1/2' CLEAN GRAVEL (3ft3 /ft. MIN.)_ 4-0 NON - PERFORATED .o PIPE- FILTER FABRIC - -� ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT)* SUBDRAIN 5% N_ SEE T- CONNECTION DETAIL f 6' MIN. COVER 4' PERFORATED —I— PIPE 4' MIN. BEDDING CH DETAIL f If =IUI11 __---- -_ -_ __ BACK CUT 1:1 OR FLATTER _ =_— BENC14 > MIN. = = = =� - SEE SUBDRAIN TRENCH DETAIL LOWEST SUBDRAIN SHOULD BE SITUATED AS LOW AS POSSIBLE TO ALLOW SUITABLE OUTLET. PERFORATED � AC MIN. I _I EACH SIDE_ PIPE, I CAP NON - PERFORATED OUTLET PIPE T- CONNECTION DETAIL * IF CALTRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 3/4'- 1 -1/2' GRAVEL, FILTER FABRIC MAYBE DELETED SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size % Passing 1" 100 3/4" 90 -100 3/8" 40 -100 No. 4 25 -40 No. 8 18 -33 No. 30 5 -15 No. 50 0 =7 No. 200 0 -3 Sand Equivalent >75 NOTES: For buttress dimensions. see geotechnic.al report /plans. Actual dimensions of buttress and. subdrain may be changed by the geotechnical consultant based on field conditions. SUBDRAIN INSTALLATION rSubdrain pipe should be Installed with perforations down as depicted. At locations recommended by the geotechnical\ consultant. nonperforated pipe should be Installed SUBDRAIN TYPE - Subdraln type should be Acrylon trlle Butadiene Styrene. (A.B.S.), Polyvinyl Chloride (PVC) or approved equivalent. Class 125,SDR 32.5 should be used for maximum fill depths of 35 feet. Class 200, SDR 21 should be used for maximum fill depths of 100 feet. DATE: Thursday, June 15, 2000 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * E Q F A U L T * * Ver. 2.20 * * ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Estimation of Peak Horizontal Acceleration From Digitized California Faults) SEARCH PERFORMED FOR: Berryman & Henigar JOB NUMBER: 040105.001 JOB NAME: Berryman & Henigar /Quail Gardens Drive Widening SITE COORDINATES: LATITUDE: 33.0524 N LONGITUDE: 117.2789 W SEARCH RADIUS: 100 mi ATTENUATION RELATION: 2) Boore et al. (1993a) Horiz. - Random - Site Class B UNCERTAINTY (M =Mean, S= Mean +1 - Sigma): S SCOND: 0 COMPUTE PEAK HORIZONTAL ACCELERATION FAULT -DATA FILE USED: CDMGSCE.DAT SOURCE OF DEPTH VALUES (A= Attenuation File, F =Fault Data File): A ----------------------------- DETERMINISTIC SITE PARAMETERS ----------------------- - - - - -- Page 1 1 1 IMAX. CREDIBLE EVENTIIMAX. PROBABLE EVENTI 1 1 APPROX. I ------------------- II -------------- - - - - - I I ABBREVIATED (DISTANCE I MAX.1 PEAK I SITE 11 MAX -1 PEAK I SITE I 1 FAULT NAME I mi (km) 1CRED.1 SITE IINTENSIIPROB.I SITE 11NTENSI I I MAG.IACC. 91 MM II MAG.IACC. gl I------ I- MM I - - - - -I 1-------------------------- I--------- ISAN ANDREAS - Coachella 1 76 I----- (122)1 I------ 7.101 I------ I------ 0.0761 I------ II----- VII 11 II----- 7.101 I------ 0.0761 I- VII I - - - - -I 1-------------------------- I--------- ISAN ANDREAS - San Bernardil 70 I----- (112)1 ----- 7.301 I ------ 0.0901 I ------ VII II II 7.301 ----- I ------ 0.0901 I - VII I - - - - - I I -------------------------- I--------- ISAN ANDREAS - Southern 170 I (112)1 7.401 I------ 0.0951 I------ VII II 11----- 7.301 I------ 0.0901 I- VII I - - - - -I 1-------------------------- I--------- ISAN ANDREAS - Mojave 188 I----- (141)1 7.101 I------ 0.0681 I------ VI 11 11----- 7.101 I------ 0.0681 I- VI I - - - - -I 1-------------------------- I--------- ISAN ANDREAS - 1857 Rupturel 88 I----- (141)1 7.801 I------ 0.0981 I------ VII 11 11----- 7.501 I------ 0.0841 I- VII I - - - - -I I-------------------------- I--------- 11MPERIAL 1100 I----- (161)1 7.001 I------ 0.0581 I------ VI 11 11----- 7.001 I------ 0.0581 I- VI I - - - - -I 1-------------------------- I--------- 1SUPERSTITION HILLS (San Jal 84 I----- (135)1 I----- 6.601 I------ 0.0541 I------ VI 11 11----- 5.901 I------ 0.0371 I- V I - - - - -I I-------------------------- I--------- (SUPERSTITION MTN. (San Jacl 79 (127)1 6.601 I------ 0.0571 I------ VI 11 11----- 6.101 I------ 0.0431 I- VI I - - - - -I 1-------------------------- I--------- ISAN JACINTO - BORREGO 164 I----- (103)1 6.601 I------ 0.0671 I------ VI 11 11----- 6.101 I------ 0.0511 I- VI I - - - - -I I-------------------------- I--------- ISAN JACINTO- COYOTE CREEK 153 I----- ( 85)1 6.801 I------ 0.0861 I------ VII 11 11----- 6.201 I------ 0.0631 I- VI I - - - - -I 1-------------------------- I--------- ISAN JACINTO -ANZA 150 I----- ( 80)1 7.201 I------ 0.1111 I------ VII 11 11----- 6.901 I------ 0.0951 I- VII I - - - - -I 1-------------------------- I--------- ISAN JACINTO -SAN JACINTO VAI 52 I----- ( 83)1 6.901 I------ 0.0921 I------ VII 11 11----- 6.801 I------ 0.0871 I- VII I - - - - -I 1-------------------------- I--------- ISAN JACINTO -SAN BERNARDINOI 66 I----- (107)1 6.701 I------ 0.0681 I------ VI 11 11----- 6.701 I------ 0.0681 I- VI I - - - - -I I-------------------------- I--------- 1LAGUNA SALADA 184 I----- (136)1 7.001 I------ 0.0661 I------ VI 11 11----- 6.301 I------ 0.0461 I- VI I - - - - -I 1-------------------------- I--------- 1ELSINORE- COYOTE MOUNTAIN 154 I----- ( 86)1 6.801 0.0851 I------ VII 11 11----- 6.201 I------ 0.0621 I- VI I - - - - -I 1-------------------------- I--------- 1ELSINORE- JULIAN 1 27 I----- ( 44)1 I------ 7.101 I------ 0.1681 I------ VIII 11 11----- 6.401 I------ 0.1161 I- VII I - - - - -I 1-------------------------- I--------- IELSINORE- TEMECULA 127 I----- ( 44)1 6.801 I------ 0.1431 I------ VIII 11 11----- 6.301 I------ 0.1101 I- VII I - - - - -I I-------------------------- I--------- 1ELSINORE -GLEN IVY 1 41 I----- ( 66)1 6.801 I------ 0.1051 I------ VII 11 6.301 11----- I------ 0.0801 I- VII I - - - - -I 1-------------------------- I--------- 1WHITTIER 159 I----- ( 95)) 6.801 I------ 0.0791 I------ VII 11 5.901 11----- I------ 0.0491 I- VI I - - - - -I I-------------------------- I--------- 1BRAWLEY SEISMIC ZONE 193 I----- (150)1 6.401 I------ 0.0451 I------ VI II 6.401 II----- I------ 0.0451 I- VI 1 - - - - -I 1----------------------------------- ICHINO- CENTRAL AVE. (Elsinol 56 I----- ( 90)1 6.701 0.0951 I------ VII 11 5.501 11----- I------ 0.0501 I- VI I - - - - -I 1-------------------------- I--------- 1EARTHQUAKE VALLEY 141 I----- ( 67)1 I------ 6.501 I------ 0.0881 I------ VII II 5.701 11----- I------ 0.0581 I- VI I - - - - -I 1-------------------------- I--------- 1ELMORE RANCH 183 I----- (133)1 6.601 I------ 0.0551 I------ VI 11 5.401 11----- I------ 0.0291 I- V I - - - - -I 1----------------------------------- ICORONADO BANK 1 18 I----- ( 30)1 7.401 I------ 0.2641 I------ IX II 6.301 11----- I------ 0.1481 I- VIII I - - - - -I 1-------------------------- I--------- 1NEWPORT- INGLEWOOD (Offshorl 1-------------------------- I--------- 11 I----- ( 18)1 I----- 6.901 I------ 0.2911 I------ IX II 5.801 11----- I------ 0.1631 I- VIII I - - - - -I ----------------------------- DETERMINISTIC SITE PARAMETERS ----------------------- - - - - -- Page 2 I IMAX. CREDIBLE EVENTIIMAX. PROBABLE EVENTI APPROX. I ------------------- 11 ------------------- I I ABBREVIATED (DISTANCE I MAXI PEAK I SITE 11 MAX•1 PEAK I SITE I FAULT NAME I mi (km) ICRED.1 SITE IINTENSIIPROB.1 SITE IINTENSI I I I MAG.IACC. gl MM 11 MAG.IACC. gl I------ I- MM I - - - - -I I-------------------------- I--------- IROSE CANYON I 4 I----- ( 6)1 I ----- I------ 6.901 I ------ I------ 0.5711 I 11----- X II ------ II 5.701 ----- I ------ 0.3031 I - IX I - - - - - I I-------------------------- I--------- (CLAMSHELL- SAWPIT 188 (141)1 ----- 6.501 I ------ 0.0601 I VI 11 ------ II 5.001 ----- I ------ 0.0271 I - V I - - - - - I I-------------------------- I--------- ICUCAMONGA 178 I (126)1 I ----- 7.001 I ------ 0.0851 I VII 11 ------ II 6.101 ----- I ------ 0.0531 I - VI I - - - - - I I-------------------------- I--------- IHOLLYWOOD 192 (147)1 6.401 I------ 0.0551 I------ VI 11 11----- 5.301 I------ 0.0311 I- V I - - - - -I I-------------------------- I--------- IMALIBU COAST 199 I----- (159)1 I----- 6.701 I------ 0.0611 I------ VI 11 11----- 4.901 I------ 0.0241 I- IV I - - - - -I I-------------------------- I--------- (NEWPORT- INGLEWOOD (L.A.Bas1 53 ( 86)1 I----- 6.901 I------ 0.0901 I------ VII II 11----- 5.601 I------ 0.0451 I- VI I - - - - -I I-------------------------- I--------- IPALOS VERDES 141 ( 67)1 7.101 I------ 0.1211 I------ VII II 11----- 6.201 I------ 0.0751 I- VII I - - - - -I I-------------------------- I--------- 1RAYMOND 187 I----- (141)1 I----- 6.501 I------ 0.0601 I------ VI 11 11----- 5.001 I------ 0.0271 I- V I - - - - -I I-------------------------- I--------- ISAN JOSE 176 (122)1 I 6.501 ----- I 0.0671 ------ I VI II ------ II 5.001 ----- I 0.0311 ------ I V I - - - - - - I I-------------------------- I--------- (SANTA MONICA 196 (155)1 I----- 6.601 I------ 0.0591 I------ VI 11 11----- 5.501 I------ 0.0331 I- V I - - - - -I I-------------------------- I--------- ISIERRA MADRE 1 78 (126)1 I 7.001 ----- I 0.0851 ------ I VII 11 ------ II 6.201 ----- I 0.0561 ------ I VI I - - - - - - I I-------------------------- I--------- IVERDUGO 90 (144)1 I----- 6.701 I------ 0.0661 I------ VI 11 11----- 5.201 I------ 0.0301 I- V I - - - - -I I-------------------------- I--------- ICOMPTON THRUST 163 (101)1 I----- 6.801 I------ 0.1371 I------ VIII II 11----- 5.801 I------ 0.0811 I- VII I - - - - -I I-------------------------- I--------- IELYSIAN PARK THRUST 166 (106)1 I----- 6.701 I------ 0.1251 I------ VII 11 11----- 5.801 I------ 0.0781 I- VII I - - - - -I I-------------------------- I--------- IBURNT MTN. 181 (130)1 6.401 0.0501 VI 11 11----- 5.101 I------ 0.0251 I- V I - - - - -I I-------------------------- I--------- ICLEGHORN 184 I----- (135)1 I------ 6.501 ----- I I------ 0.0511 ------ I VI II ------ II 6.001 ----- I 0.0391 ------ I V I - - - - - - I I-------------------------- I--------- (EUREKA PEAK 183 I (134)1 I----- 6.401 I------ 0.0491 I------ VI 11 11----- 5.101 I------ 0.0251 I- V I - - - - -I I-------------------------- I--------- IHELENDALE - S. LOCKHARDT 194 (151)1 7.101 I------ 0.0641 I------ VI 11 11----- 5.401 I------ 0.0261 I- V I - - - - -I I-------------------------- I--------- (JOHNSON VALLEY (Northern) 199 I----- (160)1 I----- 6.701 I------ 0.0501 I------ VI 11 11----- 5.201 I------ 0.0231 I- IV I - - - - -I I-------------------------- I--------- ILANDERS 1 91 (147)1 7.301 I------ 0.0731 I------ VII II 11----- 5.201 I------ 0.0241 I- V I - - - - -I I-------------------------- I--------- ILENWOOD - LOCKHART -OLD WOMANI 97 I----- (156)1 7.301 I------ 0.0701 I------ VI 11 11----- 5.501 I------ 0.0271 I- V I - - - - -I I-------------------------- I--------- (NORTH FRONTAL FAULT ZONE (1 93 I----- (149)1 I----- 6.701 I------ 0.0641 I------ VI 11 11----- 5.201 I------ 0.0291 I- V I - - - - -I I-------------------------- I--------- INORTH FRONTAL FAULT ZONE (1 86 (139)1 7.001 I------ 0.0791 I------ VII 11 5.601 11----- I------ 0.0381 I- V I - - - - -I I-------------------------- I--------- (PINTO MOUNTAIN 176 I----- (123)1 7.001 I------ 0.0721 I------ VI II 6.101 11----- I------ 0.0451 I- VI I - - - - -I I-------------------------- I--------- IEMERSON So. - COPPER MTN. 199 I----- (159)1 6.901 0.0561 VI 11 5.301 I------ 0.0241 I- V I - - - - -I -------------------------- I--------- I----- I------ I------ 11----- Page 3 -END OF SEARCH- 50 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE ROSE CANYON FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 3.6 MILES AWAY. LARGEST MAXIMUM- CREDIBLE SITE ACCELERATION: 0.571 g LARGEST MAXIMUM- PROBABLE SITE ACCELERATION: 0.303 g El