Loading...
03-1014_ROZBICKA, MARGARET J._License Agreement RECORDING REQUESTED BY: Recorded in O City of San Juan Capistrano Torn Daly C�erk,rZeCprtle rds, co �y of Orange 32400 Paseo Adelanto 7111II�I I ❑n San Juan Capistrano, CA 92675 ���2Q�p�3��0�d�p��10 d�6��j���j���������� �NO FEE 117 s2 Marget R. MonaAND WHEN OhanD CityM el kTO: 0.00 0.000 0 00 0.00 0.00 0.00 8 ooa 0102/10/03 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 RECORDING FEES EXEMPT DUE TO GOVERNUENT CODE SECTION 27383 & 6103 This Space for Recorder's Use Only LICENSE AGREEMENT This LICENSE AGREEMENT is made this JAday of VoaelnfX,G ' 2003 by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "Licensee" and Margaret J. Rozbicka, hereinafter referred to as "Licensor". Licensee and Licensor mutually resolve as follows: 1. Grant of License. Licensor hereby grants to Licensee a license right to use a portion of the vacant lot described as Lot 10 Tract 11781 located in the City of San Clemente, and as shown on a site plan on Figure 1 of Exhibit "A" attached hereto, for the purpose of remedial grading and geotechnical slope monitoring described in Exhibit "A" attached hereto. Licensor will place the improvements under the direction of the Licensee's Director of Public Works or her assigner. This Agreement shall not prohibit Licensor to develop said lot. 2. Hold Harmless. Licensee agrees to defend, indemnify, and hold harmless Licensor from any claim, cost, expense or liability arising directly out of Licensee's remedial grading and geotechnical slope monitoring under the terms of this agreement. 3. Responsibility of Licensee to Maintain. Repair. Remove and/or Relocate Private Improvements. Licensee has requested and the Licensor by execution of this Agreement allows the Licensee, at Licensee's sole expense, to conduct remedial grading and geotechnical slope monitoring. Licensee further acknowledges if, during the course of construction and/or maintenance of the private improvements by the Licensee, any of the facility owners' equipment is damaged, the cost to repair and/or replace said equipment shall be borne by the Licensee. 4. Successors in Interest. The License Agreement shall inure to and be binding on the heirs, successors in interest, executors, administrators, and assignees of the Licensee. 5. Term. This License Agreement shall remain in full force and effect until such time that it is mutually rescinded by both parties. DATED this day of 2003, at Sar �� 7ca�� CA LICENSOR CITY OF JUAN CAPISTRANO MARC ET J OZBICKA (Attach Notary Acknowledgment) APPROVED AS TO FORM: SEE ATTACHM CERYMTE DATE-'4,LNOTARY INITUIE_([, JOHN AW, CITY ATTORNEY A I IAN CI LR.RK PUBLIC AGENCY FORM OF ACKNOWLEDGEMENT State of California ) County of Orange ) ss. City of San Juan Capistrano ) (Gov't Code 40814 & Civil Code 118 1) On December 2, 2003 before me,Margaret R. Monahan, City Clerk,personally appeared Joe Soto 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 authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. (SEAL) WITNESS my hand and official seal. M gar t R. Monahan, City Clerk OPTIONAL Capacity Claimed by Signers Description of Attached Document Mayor License Agreement—Margaret J. Rozbicka Title or Type of Document Title November 14, 2003 Signers are Representing Date of Document City of San Juan Capistrano CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -v State of California Orange ss. County of On I rur v It'[ )CC� before me, K. Maletic, Notary Public Data I Name and Me of officer(e.g.,'Jane Doe,Notary Public') personally appeared M,,,V iu,-�– J_ —�— Named of Signi Attached (8jraewhed documentER proved to me on the basis of satisfactory Notary's embossment _ - evidence to be theerson is/ari p subscribed to thee whose name(§4 instrument and K.MALETIC acknowledged to me that h6/she/tho executed Commission#1332749 the same in hAther/t*r authorized Notary Public•California 7Z Orange County capacity(), and that by hA/her/the(r Mycon" Evires0ac25,2W5 signature on the instrument the person(,s'j, or the entity upon behalf of which the person(p) acted, executed the instrument. WITNESS my hand and official seal, Place Notary Seal Above Signature of Notary Public f OPTIONAL Though the information below is not required b law, it may gy y prove valuable to persons relying on the document 5 and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: L f,o4a 21— 17rY/P ..If Document Date:Nc,4,e,-h h eT �T.�C 3 _Number of Pages: 1;;tL Signer(s) Other Than Named Above:l�>°� -SCbV-, b(iui � T:�- �li✓1.) VlCG�1S'�Vul Capacity(ies) Claimed by Signer n Signer's Name: til nLllY-('" LIZ h c,V Cr _ ' , Individual on of thumb her ❑ Corporate Officer—Title(s): C Partner—C3 Limited G General C Attorney in Fact ❑ Trustee Guardian or Conservator LSigner r: I Representing: L1ae O 5 C'1r 01997 National Notary Association•9350 De Sato Ave.,PO.Box 2402•Chatsworth,CA 91313-2402 Prod.No.5907 ReorderCall Tolli 1-800-876-6827 rOYA wo GeoiecnnirBl antl Envnonmenal Sciences Conw¢ens September 4, 2003 Project No. 202531001 Mr. Ed Richards Haight, Brown, &Bonesteel 5 Hutton Center Drive, Suite 900 Santa Ana, California 92707 Subject: Proposed Scope of Work Remedial Grading and Slope Monitoring Tract No. 11781, Lots 10, 11 and 28 San Clemente, California Dear Mr. Richards: in accordance with your request, we have prepared a Scope of Work relative to the proposed re- medial grading and slope monitoring that was discussed during our meeting on August 28, 2003. The scope of work presented herein consists of remedial grading to improve surface drainage at the northwest comer of Lot 10 and to fill existing ground fissures/cracks, and installation and monitoring of instrumentation for future slope movement (Figure 1). The recommended scope of work consists of the following: Remedial Grading: 1) Perform remedial grading of the existing surface depression at the northwest corner of Lot 10 to reduce the amount of surface water entering the subsurface soils. The surficial grading should be performed in a manner that will promote positive surface drainage away from the low area into the existing drainage channel that extends to the southwest. The grading is anticipated to involve cuts and fills on the order of 12 inches deep. The approximate area of the grading is shown on the attached Figure 2. 1t is anticipated that this work will involve only Lot 10. 2) Perform remedial grading to fill ground fissures/cracks to reduce the amount of surface water from entering the subsurface soils. The grading is anticipated to involve surficial scraping of the soil and pushing material into the fissures/cracks and track-walking or wheel-rolling the surface. The approximate locations of the ground fissures/cracks to be filled are depicted on Figure 2. We also recommend that during the remedial grading the site be observed for additional ground Essures'cracks. Any additional ground fis- lCit� ��M 475 Godoarc � SUiTe 20C � Irvine Californle 92b 16 Phone(949) 753-7070 , Fax 194 9) 753-7071 Phoenix E wine San Dieoo ^ Los Angeles ^ Oakland ^ Las Vegas • Sal[Lake GN , Ontario Haight, Brown &Bonesteel , September 4, 2003 Tract No. 11781, Lots 10, 11 and 28, San Clemente Project No. 202531001 sures/cracks observed should also be filled. It is anticipated that this work will involve Lots 10, 11 and 28. Slope Monitoring: 1) Installation of two inclinometer casings and performance of periodic inclinometer read- ings to evaluate future ground movement, if any. The inclinometer casings will be drilled to depths of approximately 120 feet utilizing a conventional truck-mounted drill rig. It is anticipated that two days will be needed to install the inclinometer casings. The proposed inclinometer casings will be installed at the approximate locations shown on Figure 3. Since the proposed inclinometer locations are not accessible with a truck-mounted drill rig, a bulldozer may be required to construct a temporary road to access the drilling loca- tions. The proposed locations of the access roads are shown on Figure 3. It is anticipated that inclinometer readings will be performed on a monthly basis. Each inclinometer read- ing will take approximately two hours to perform in the field. Data obtained from the inclinometer readings will be analyzed and reported. It is anticipated that this work will involve only Lot 10. 2) Periodic readings of two existing inclinometer casings previously installed by Leighton and Associates in 1,098 assuming the inclinometer casings are accessible and still func- tional. The readings will be performed to supplement the data obtained from the inclinometer readings described above. The approximate locations of existing inclinome- ter casings, GH-1 and GH-2, are depicted on Figure 3. It is anticipated that inclinometer readings will be performed on a monthly basis. Each inclinometer reading will take ap- proximately two hours to perform in the field. Data obtained from the inclinometer readings will be analyzed and reported. It is anticipated that this work will involve only Lot 10. 3) Installation of approximately six surface monuments to monitor future surface movement, if any. The surface monuments will consist of rods driven into the ground at the approxi- mate locations shown on the attached Figure 3. The surface monuments will be installed at the approximate locations indicated on Fiogure.3. It is anticipated that the monuments will be surveyed on a monthly basis by a licensed surveyor with each survey taking ap- proximately one day to perform. The survey data obtained from the field will be analyzed and reported. It is anticipated that this work will involve Lots 10 and 28. ?53 Ll LOOC 7 v } Haight, Brown & Bonestee. . September 4, 2003 Tract No. 11781, Lots 10, 11 and 28, San Clemente Project No. 20253 100 1 We appreciate the opportunity to submit this scope of work. If you have any questions, please contact the undersigned. Respectfully submitted, NINYO & MOORE Scott M. Jo son, C.E.G. AvramNinyo, GE, Senior Geologist Principal Engineer SMJ/CAP/AN/mll Attachments: Figure 1 — Site Location Map Figure 2 —Remedial Grading Plan Figure 3 — Slope Monitoring Plan Distribution: (2) Addressee 3 qgg"ft- �,%T,' Rej - f V w fA In,,i, ..I.........`dr I /o t _17 'T I R ZI� zq-Al., 11 5­F4,i,i'J�IFfF"k"iF,,z� IF 4 FN TE "I!I ir F,"IN =77 a F i�­�o.� 777 f-W,%"ff­F j II 9 4 nia ..... F,oil IF I W.4 L 011 Ix JON ........1sa a W 1 q o ,45f K17, .16 F,t, . ..... IF ...... Iflkp WWp —IFF: Y,mty,. ',FF` 14, I Awl ....... Mtm", ZZ. 'nI F a,f, /allC. IN ILI IF % "IM, ,tft�' F, I 7L Z REFERENCE: 2000 THOMAS GUIDE FOR LOS ANGELES/ORANGE COUNTIES, STREET GUIDE AND DIRECTORY 0 2400 48DO NORTH APPROXIMATE SCALE IN FEET SITE LOCATION MAP REMEDIAL GRADING &SLOPE MONITORING TRACT Na. 11781, LOTS 10, 11 &?o P3 ; SAN CLEMENTE, CALIFORNIA FIGL PROJECT NO. DL_= FIGURE 202531001 9/2003 , r ✓ y '`� •'rf .+.x"' :tee^;.`_ � `�, a \'r "`. .k � � � :,.T i '' `, a.1 �FM�A 4gEatyi�Sti:.: '�'4 ",1,.. v ,N4 'N.A.. . ��->u ,:,.. �',. A�Pe4, "� �,,� � �.uY'f t '•� a� g .,, y'r{A� ;� �< �� 1 ,� } i }f "\J " .0 t 1 s ''i. , � t �� r 9b. \�1 w�.���.���' �� .i�{ t�.''�gr ,�,f�..�✓V °r����� 9r rf s / � �� IT � '"' we t".'r x R i x.✓ r'X',-1' e lr. ' '✓✓ F�'>' B � .,Y"C%l4 1�6 th . r 'aS ��i �,,,,w. ''� +�✓j'. :r,� "_+� .: . ''it r '_��' '�t'��\ `*i } ''"ly'h�v 1• `""+'—�.. � � ��-- • �� .� � I'..���� rtX' � ��.., w i i �� ': , � .. ... : ., rte;`• _ �✓' r _ _ I:�. "�' "+'An:+�. '� }� \"��..�'+P"'"`�'.n'a .s ,''p�,., I .' ,,��ww'�,��...�.*�..y:... �'i, _ �:• s 'a+.� I`°"'ir..� a . �: ,,� s .,:� � � •"+ � '� t �„ f '' '?r '".�'...-,«.. ^y� .,. _ '"g;�ytc _ -+i, "'�,iµ. 'ak\M1.�'.'x" "h '��N.�',sr'� ffi-,,'r�r��j✓�"";i P�r�""�`�^ °`i'' 7�:`�' y,`� �I { � - ��.,.�"1 .�,�„!.:r-" ~jyir�• � t y�_...� � �'`'�s+ti. `�,y '4.. 'u'�'..�." M}�"�r''7M1"»� ��.-:. "..i:wr,.,N".'� :�` �"��'°"�i�. ::1:"�',v v v.� ",. .9�� / �,rd"�� .v� <J P• . . - -'a '^v..*'�'"i� �w- "r� ,� ..a�'`�'"i , q "' eC,.�'�'F�T{�pa� '�� d• 4a'1. - A} ����i'F�Er ,� .�'�( �d4'. y-,..��'µ-s.W._.��.s'�"_"" 'ti.�...�-.:.� �„�,.�.L• „rsr�`9X'.+7'r.+��`h. s. ''1 'a '^s, " ep.: �' "N� ,dam '�yNyrJ{ + yy-, s�",� 'G.,,✓"' •'- "'�"��` ,�y# fy' �."tS.# LEGEND PROPERTY BOUNDARY t.v-'i. �tS" a.t ..; """'t�°d. C' �`,Fm:F ll f "'m" ` •,,_,.�.. „"'.,,,�»" � r1r'�c" 'v�^" rNs '�' -,,� 5 �,v.1;yM-,+�g� yn APP ROXIMATELOCATIONOF GROUND FISSURES/CRACKS r.., f e C 1 '�` ter' '^-.w:.._. w t{ { ✓r`N ..:: ..` ' y �.m�?e ,._ � i �`n t ,��.. { 1 ��«. ;°� # d �„+� Li 'c= ,.�_� ,. ���� -s_n', :, x"lrs«._.:x"�''`,r✓ '�u-�:..� as. .. a� ,:_- a^. ti. � -t—'—_ , �ir �� ��'.i�wa�= REMEDIAL GRADING PLAN REMEDIAL GRADING&SLOPE MONITORING • TRACT No. 11781, LOTS 10, 11 &28 SAN CLEMENTE, CALIFORNIA m REFERENCES: 0 100 200 !2 1 rnonnt Aouir Dnnrm Aev lljvk v Mmi IAAZ tU Aun lc SnIDIATFC nATFr) f1Fr.FMArP 1 10DA y �•'w'�--`� � �ad •- �J� �y _«-a��„�r -Y_�� 'i:�� - �. '; �1� �. 32 � �� �i ; *� i; �ti y ���, ��• 4"• _y .... x.i^i "`e" ,-:�::.- �h: tmp7... mom'.:.. I r I 17' 4 1 4 t5` § •. h wr+ ��u.��• " ,.Cr �� ,. 'A ,_ _ F ` -. -rri` -,fin ;y 5.?�.i;.- ,. �; •N lr -Ir �s�~ �,7•�.-,FCS �' � r.r� y.�^ i[�,, �,,,,r: �' 3 v •. r,� 1. � � - E � - _ ' � .:t _ t � �: e �l � f�Au � I d;.. 1 � \ � t � u F aM ,. : •. ` F ,,,�, ie1 �"�+ 'i. ��*ffTu a✓V^" .P' ��iY" � ♦ '{.�F ,+_. iE^�:nn. ,y'!%�`jo "+^•w. �.T�"n i. �y� ry{��/'�' tltRYlFi �' n • �.�.• T ��� F e � � V1 ry♦� �i`I� � '•^�i�.+r�ti(,_ ¢�` � 'tlY � D w d } LEGEND - - PROPERTY BOUNDARY APPROXIMATE LOCATION OF PROPOSED SURFACE MONUMENTS 4 €. i i /��?r ;�• a''.' '" ' � ,, «-^~�„�� ,I *' + � � _ ,.,_ t I `.4f i- �' ✓ ,� �+n..._ "}�,a 4 - I�{� '': xr.. .+R' �f' "/Y' «tom' 3 �`q�'.Tw r' ` APPROMMATE LOCATION OF IFLop MOSTING AND PROPOSED(INCLINOMETERS LOPE MONITORING PLAN REMEDIAL GRADING&SLOPE MONITORING ' TRACT No. 11781, LOTS 10, 11 &28 mom��//�� Ore... SAN CLEMENTE,CALIFORNIA m REFERENCES: c t mnrneoulr Rnnunenv nlRimv Rnu tleR71N eNn nccc4eRCR t tuna 0 100 200 ton / _._..__ MEMBERS OF THE CITY COUNCIL YA9 DIANE L.RATHGATE JOHN S.GELFF MATT HART 32400 PASEO ADELANTO /�. `L JOESOTO SAN JUAN CAPISTRANO,CA 92675 {y 1101111110 DAVID M.SWERDLIN (949) 493-1171 'slw,u+111 I96I (949) 493-1053 (FAX) 1776 INTERIM CITY MANAGER Ivlviv.sanjuancapistrano.org PAMELAGISSON December 3, 2003 Clerk-Recorder's Office County of Orange P.O. Box 238 Santa Ana, California 92701 Re: License Agreement— Margaret J. Rozbicka SENT VIA CERTIFIED MAIL The noted document is enclosed for recording. When placed of record, please return the recorded document to this office. A copy of this letter is enclosed. Please stamp Document Number and date of recording on the duplicate letter and return it to this office in the enclosed, stamped, self-addressed envelope at your earliest convenience. Thank you for your assistance. Very truly yours, Margar t R. onahan City Cl rk Cc: Peter Salgado, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future • 12/2/2003 E9 AGENDA ITEM TO: Pamela Gibson, Interim City Manager FROM: Amy Amirani, Public Works Director SUBJECT: Consideration of License Agreements and Personal Services Agreement for the South Open Space Landslide (Margaret J. Rozbicka) (Oakhurst Development Corporation) (Ninyo and Moore) RECOMMENDATION: 1. By Motion, A. Approve the License Agreements with Margaret J. Rozbicka and Oakhurst Development Corporation for remedial grading, and geotechnical and ground surface monitoring; and, B. Authorize the Mayor to sign the License Agreements; and, C. Authorize the Mayor to sign the Personal Services Agreement with Ninyo and Moore; and, D. Appropriate $106,688 from the General Fund Reserve to cover the costs for the South Open Space Landslide. SITUATION: As part of the South Open Space Landslide repairs, minor remedial grading, as-graded topographic surveys, and geotechnical and ground surface monitoring are required on private properties belonging to Margaret J. Rozbicka (Rozbicka) and the Oakhurst Development Corporation (Oakhurst). The recommended license agreements with Rozbicka and Oakhurst (Attachments 1 and 2) and the Personal Services Agreement with Ninyo and Moore (Attachment 3) for engineering services allow completion of this work. COMMISSION/BOARD REVIEW AND RECOMMENDATIONS: Not applicable. FOR CITY COUNCIL ACENDAWK • i Agenda Item December 2, 2003 Page 2 FINANCIAL CONSIDERATIONS: An appropriation of $106,688 will be required to complete the minor remedial grading, as-graded topographic surveys, and geotechnical and ground surface monitoring on the Rozbicka and Oakhurst properties. There are sufficient funds in the General Fund Reserve to appropriate $106,688 to account number 01-62419-4452 to cover all the costs associated with the South Open Space Landslide. NOTIFICATION: Margaret J. Rozbicka Oakhurst Development Corporation Ninyo and Moore ALTERNATE ACTIONS: 1. By Motion, A. Approve the License Agreements with Margaret J. Rozbicka and Oakhurst Development Corporation for remedial grading, and geotechnical and ground surface monitoring; and, B. Authorize the Mayor to sign the License Agreements; and, C. Authorize the Mayor to sign the Personal Services Agreement with Ninyo and Moore; and, D. Appropriate $106,688 from the General Fund Reserve to cover the costs for the South Open Space Landslide. 2. Request additional information from staff. Agenda Item December 2, 2003 Page 3 RECOMMENDATION: 1. By Motion, A. Approve the License Agreements with Margaret J. Rozbicka and Oakhurst Development Corporation for remedial grading, and geotechnical and ground surface monitoring; and, B. Authorize the Mayor to sign the License Agreements; and, C. Authorize the Mayor to sign the Personal Services Agreement with Ninyo and Moore; and, D. Appropriate $106,688 from the General Fund Reserve to cover the costs for the South Open Space Landslide. Respectfully submitted, Prepared by, Amy mirani Pete S Yineer Public Works Director As oci I t AA/PS:mp Attachments: 1. License Agreement (Margaret J. Rozbicka) 2. License Agreement (Oakhurst Development Corporation) 3. Personal Services Agreement (Ninyo and Moore) RECORDING REQUESTED BY: City of San Juan CapistranoE C 2 V L 32400 Paseo Adelanto D San Juan Capistrano, CA 92675 1 DIV S AND WHEN RECORDED, MAIL TO: PUBLIC WORKS Margaret R. Monahan, City Clerk City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 This Space for Recorder's Use Only LICENSE AGREEMENT This LICENSE AGREEMENT is made this Aday of A/��ern6(C , 2003 by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "Licensee" and Margaret J. Rozbicka, hereinafter referred to as "Licensor". Licensee and Licensor mutually resolve as follows: 1. Grant of License. Licensor hereby grants to Licensee a license right to use a portion of the vacant lot described as Lot 10 Tract 11781 located in the City of San Clemente, and as shown on a site plan on Figure 1 of Exhibit "A" attached hereto, for the purpose of remedial grading and geotechnical slope monitoring described in Exhibit "A" attached hereto. Licensor will place the improvements under the direction of the Licensee's Director of Public Works or her assigner. This Agreement shall not prohibit Licensor to develop said lot. 2. Hold Harmless. Licensee agrees to defend, indemnify, and hold harmless Licensor from any claim, cost, expense or liability arising directly out of Licensee's remedial grading and geotechnical slope monitoring under the terms of this agreement. ATTACHMENT • • 3. Responsibility of Licensee to Maintain. Repair. Remove and/or Relocate Private Improvements. Licensee has requested and the Licensor by execution of this Agreement allows the Licensee, at Licensee's sole expense, to conduct remedial grading and geotechnical slope monitoring. Licensee further acknowledges if, during the course of construction and/or maintenance of the private improvements by the Licensee, any of the facility owners' equipment is damaged, the cost to repair andlor replace said equipment shall be borne by the Licensee. 4. Successors in Interest. The License Agreement shall inure to and be binding on the heirs, successors in interest, executors, administrators, and assignees of the Licensee. 5. Term. This License Agreement shall remain in full force and effect until such time that it is mutually rescinded by both parties. DATED thisy of a odtmi-ejc „ 2003, at � 'apis-hario. LICENSOR CITY OF SAN JUAN CAPISTRANO By: / By: MARC ET J OZBICKA (Attach Notary Acknowledgment) APPROVED AS TO FORM: SEE ATTACHED CERNFICATE DATE-'�,-/-NDrARYJNITIALS JOHN SHAW, CITY ATTORNEY 0 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 2 State of California County of Orange ss. I On N h before me, K. Maletic, Notary Public (-a�r,w, ..�a i a�u� Dale Name and TWO of Otllcer(e.g.,"Jane Doe,Notary Public") personally appeared /1'?clmrrrw'-t- .i Q i r k Cr I I Nemq(6)of Signer(3y � \ � �+cr80R9��`110wfl"t0'rTi'e—' / Attached document(g) wear(g) ) D proved to me on the basis of satisfactory Notary's embossment i evidence to be the person(s) whose name(,5fj isiaref a.r subscribed to the with' instrument and K MALE'TiC acknowledged to me that b6ishe/tho executed _ Commiaaion#1332749 Z the same in ' kher/their authorized Notary Public-California I orange county 3 capacity( ), and that by h1�/her/tha'(r My Comm.Ext» ea Da county 20tl5 J signature on the instrument the person(,sl, or Othe entity upon behalf of which the person(,o acted, executed the instrument. WITNESS my hand and official seal. - .: Platy Notary Seal Above Signature of Notary Public I OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached.Document I Title or Type of Document: i r P414r^' J {� i���r),/? .�i-" I Document Date: e✓' IU . ;C n-'-3 Number of Pages: Signer(s) Other Than Named Above:gzf - tir�� iR �1,lu' �A, 't+, 74 Za o1 e 4 iDISktEsl Capacity(les) Claimed by Signer � Signer's Name: T Z, Individual \Top of thumb harp ❑ Corporate Officer—Title(s): I ❑ Partner—,_ Limited ❑ General ❑ Attorney in Fact Trustee ❑ Guardian or Conse vator ❑ Other. 0 Signer Is Representing: I_1C. ®1997 National Notary Aasco.ton•9350 De Sato Ave.,PO.Box 2402 Chatsworth,CA 91313-2402 Prod.No,5907 Reorder Call Tol4Free 1.BW-876-6827 Geotechnical and Environmental Sciences Consuirants September 4, 2003 Project No. 202531001 Mr. Ed Richards Haight, Brown, &Bonesteel 5 Hutton Center Drive, Suite 900 Santa Ana, California 92707 Subject: Proposed Scope of Work Remedial Grading and Slope Monitoring Tract No. 11781, Lots 10, 11 and 28 San Clemente, California Dear Mr. Richards: In accordance with your request, we have prepared a Scope of Work relative to the proposed re- medial grading and slope monitoring that was discussed during our meeting on August 28, 2003. The scope of work presented herein consists of remedial grading to improve surface drainage at the northwest corner of Lot 10 and to fill existing ground fissures/cracks, and installation and monitoring of instrumentation for future slope movement (Figure 1). The recommended scope of work consists of the following: Remedial Grading: 1) Perform remedial grading of the existing surface depression at the northwest corner of Lot 10 to reduce the amount of surface water entering the subsurface soils. The surficial grading should be performed in a manner that will promote positive surface drainage away from the low area into the existing drainage channel that extends to the southwest. The grading is anticipated to involve cuts and fills on the order of 12 inches deem. The approximate area of the grading is shown on the attached Figure 2. It is anticipated that this work will involve only Lot 10. 2) Perform remedial grading to fill ground fissures/cracks to reduce the amount of surface water from entering the subsurface soils. The grading is anticipated to involve surficial scraping of the soil and pushing material into the fissures/cracks and track-walking or wheel-rolling the surface. The approximate locations of the ground fissures/cracks to be filled are depicted on Figure 2. We also recommend that during the remedial grading the site be observed for additional ground fissures/cracks. Any additional ground fis- "1B0T` VIAS" 475 Goddard ° Sulre 200 - lrvme, California 92618 Phone (949) 753-7070 , Fax (949) 753-%071 Phoenix • Wine ^ San Diecio w Los Angeles - Oakland - La5 vecias - Salt Lake City - Ontano Haight, Brown &Bonesteel • • September 4, 2003 Tract No. 11781, Lots 10, 11 and 28, San Clemente Project No. 202531001 sures/cracks observed should also be filled. It is anticipated that this work will involve Lots 10, 11 and 28. Slope Monitoring: 1) Installation of two inclinometer casings and performance of periodic inclinometer read- ings to evaluate future ground movement, if any. The inclinometer casings will be drilled to depths of approximately 120 feet utilizing a conventional truck-mounted dull rig. It is anticipated that two days will be needed to install the inclinometer casings. The proposed inclinometer casings will be installed at the approximate locations shown on Figure 3. Since the proposed inclinometer locations are not accessible with a truck-mounted drill rig, a bulldozer may be required to construct a temporary road to access the drilling loca- tions. The proposed locations of the access roads are shown on Figure 3. It is anticipated that inclinometer readings will be performed on a monthly basis. Each inclinometer read- ing will take approximately two hours to perform in the field. Data obtained from the inclinometer readings will be analyzed and reported. It is anticipated that this work will involve only Lot 10. 2) Periodic readings of two existing inclinometer casings previously installed.by Leighton and Associates in 1998 assuming the inclinometer casings are accessible and still func- tional. The readings will be performed to supplement the data obtained from the _ inclinometer readings described above. The approximate locations of existing inclinome- ter casings, GH-1 and GH-2, are depicted on Figure 3. It is anticipated that inclinometer readings will be performed on a monthly basis. Each inclinometer reading will take ap- proximately two hours to perform in the field. Data obtained from the inclinometer readings will be analyzed and reported. It is anticipated that this work will involve only Lot 10. 3) Installation of approximately six surface monuments to monitor future surface movement, if any. The surface monuments will consist of rods driven into the ground at the approxi- mate locations shown on the attached Figure 3. The surface monuments will be installed at the approximate locations indicated on Figure.3. It is anticipated that the monuments will be surveyed on a monthly basis by a licensed surveyor with each survey taking ap- proximately one day to perform. The survey data obtained from the field will be analyzed and reported. It is anticipated that this work wrill involve Lots 10 and 28. & Qui 253) au' 2 ®� ' .'Haight, Brown & Bonestee• • September 4, 2003 Tract No. 11781, Lots 10, 11 and 28, San Clemente Project No. 202531001 We appreciate the opportunity to submit this scope of work. If you have any questions, please contact the undersigned. Respectfully submitted, NINYO & MOORE Scott M• To son, C.E.G. AvramNinyo, GE. Senior Geologist Principal Engineer SMJ(CAP/AN/mll Attachments: Figure 1 — Site Location Map Figure 2 —Remedial Grading Plan Figure 3 — Slope Monitoring Plan Distribution: (2) Addressee IY �v Y (bz�t v� 'N(C^ r r��`o-ofU 1F11 *�f''{ x'� AWI 4 CtlIVJ r "r I , r�. ��'J++ n!rom&Ilyy9 N2p yI - I t4 ar 'y✓y '.y S pitt \ l' N IW711ie .IWL4 y "P"rgyi" lfirlt lM � YHthu L"Yh`� + r ,f �l •po � 1 'I�.}, 11 �,/gvxxx � ! to 7 1) ( v'° � °1 I x'&yf °II ( .y4 �.j�r ` � � r��re ) nLd !✓3 �Mtm�'�`3��J,���� �.� ��' r� � � } � i9 �+.. r I ba T kt- It l' lo-x �i,k,r lad+i��'r� ,'l•,yt� \vN ly,m I��ri & fiNai�.u"' ' Ls .drlr�{ fur d I .71a Y x � , 'rh r ! s 1 + aL F y y u 1 v 1�tS {If , PAYYW a i R Ia ARw^I, j ( r I N fri i a i, v f Wcyh`7'. v �:rarnn t IIR N f(j "'�Rfi�¢Cr a vJt '}�� �u�� Ii>•""��*""'1 1" ,I I� i I � .I I I y i"�I J'I r r" YrL t'ti'Ali r a j l 4 '2f y t JlI n:, 4 r 5+r rLef I I � SCJI ` r , = L L �5 (r(r t"ep [X, C1„ I W a,p u4Y�IFMHl1 1 •+ I5 u 1 71 :I 1 t 1 n M " J t ISP li, 1 SITE p ."�I bf 1 I v ,4V ILM! n id r tj (4 YI Ly 1 v 1 Y✓ 1v - r , Ig� I wu n h�,+ynyv I . i 11 r 5 k S Yap! Ia= ti l e P Y+ T,. 'v�v �xsLl .f °f 11 sill rc�1Z Ii 1 ri �trp}f u , ^ �rq ]v'. e dy ♦, .. 1 S Atpj� ,\ I 1✓'„�r PAs K4 G"L rY NAf1•T Mu y j r! F j V , - X , 5 vY,W�I .-- t a1.J� *',jl l Y.e l � I 1 low tte nw .vs wwlus ::'a I ro krl ^a , APT t'x t u Pr uEr v v I r �a, � � I - °r r^dKll?r�f �t j ve - tbf v y 1,ff 1 I - .0 ew [II �,9ro11 5 " ttiswi��' lr H r w,l *� el Ia rtAo. M'a r d( 5' S Can .nxul TA nm .' �' uw �4halgr i 154YYnavlAk^I ,fcl u+raan FA ft ,ti>l cv� r v ih I"Yr ed I Y�i�t Tfp x I �Vw n �T �,,... 1691014L�1 ,1n P¢ ItlA[T t..,. Fes-- t " y,o- v e "jt5 H 11LY yy J+�xl 1 1 :ItA Pf � 3 .NY - v�'+Y .�.� 1j" o!u �� trr i ,ta ` II e rY. • '4 y`+C i7"t 5:<,t ° I '{�^ I " is I r G r,m. i r�fijyo-" Ij {, f i f ocgr } F + r �xl{SAA 7Y IY JN T�JP AS` Y '^ N6.Y r 5' ( � - ibC.l' '' SIA ,movie usrnaYi, �c aTQx}'J1 yrtL( LrP'' x i 41 � vM. tAut - g�yy >11'�(J f y\N t AJC"'"r xd "t fVii9 i' �1Nm. '�A rriv , IL'LIJYyk -,"aTTw^1.. Lk zll: RWfJ ! 1y ^nFi I �� A ' ty a +h1 ( tt f } 1 f r4�xRS(ApY 'I I n_ S�". 'I �i5f I IP ` y rural 1 �if �a s u (a y,,, r� o...✓ .. � a a �e uu�Y. ✓� a1i n, v uz rl r e gni 1' � 1 It g� N, I REFERENCE: 2000 THOMAS GUIDE FOR LOS ANGEi ES/ORANGE COUNTIES, STREET GUIDE AND DIRECTORY �1 0 2400 4800 NORTH APPROXIMATE SCALE IN FEET SITE LOCATION MAF o- • REMEDIAL GRADING & SLOPE MONITORING ®� i re TRACT No. 11781, LOTS 10, 11 &28 SAN CLEMENTE, CALIFORNIA NI O't LROJECTNC). DATE FIGURE100', 9/2003 '� 1,r L K AN # 1 k r � i ILL J;4. fir'•++ _ ; : � Y v 4. LEGEND TM1 PROPERTY BOUNDARY APPROXIMATE LOCATION OF GROUND FISSURES/CRACKS 4' REMEDIAL GRADING PLAN MEDIAL GRADING& SLOPE MONITORING REFERENCES: TRACT No. 11781, LOTS 10, 11 &28 N 1. TOPOGRAPHIC BOUNDARY SURVEY, RON MARTIN AND ASSOCIA SAN CLEMENTE, CALIFORNIA 0 NOTE: ALL DIMENSIONS, LOCATIONS AND DIRECTIONS ARE APF PROJECT NO. DATE FIGURE 202531001 I 9/2003 `Z i 7. - P rl LEGEND ,y , PROPERTY BOUNDARY APPROXIMATE LOCATION OF PROPOSED SURFACE MONUM APPROXIMATE LOCATION OF $ EXISTING AND PROPOSED INCL SLOPE MONITORING PLAN REMEDIAL GRADING &SLOPE MONITORING TRACT No. 11781, LOTS 10, 11 &28 o SAN CLEMENTE, CALIFORNIA m REFERENCES: i N 1. TOPGRAPHIC BOUNDARY SURVEY, RON MARTIN AND ASSOCIA PROJECT NC- DATE =URE NOTE: ALL DIMENSIONS, LOCATIONS AND DIRECTIONS ARE APF 202531001 9/E00.3 LICENSE AGREEMENT This LICENSE AGREEMENT is made this day of , 2003 by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "Licensee" and Oakhurst Development Corporation, hereinafter referred to as "Licensor". Licensee and Licensor mutually resolve as follows: 1. Grant of License. Licensor hereby grants to Licensee a license right to use a portion of the vacant lot described as Lot 28 Tract 11781 located in the City of San Clemente, and as shown on a site plan on Figure 1 of Exhibit "A" attached hereto, for the purpose of remedial grading and geotechnical slope monitoring described in Exhibit "A" attached hereto. Licensor will place the improvements under the direction of the Licensee's Director of Public Works or her assigner. This Agreement shall not prohibit Licensor to develop said lot. 2. Hold Harmless. Licensee agrees to defend, indemnify, and hold harmless Licensor from any claim, cost, expense or liability arising directly out of Licensee's remedial grading and geotechnical slope monitoring under the terms of this agreement. 3. Responsibility of Licensee to Maintain. Repair Remove and/or Relocate Private Improvements. Licensee has requested and the Licensor by execution of this Agreement allows the Licensee, at Licensee's sole expense, to conduct remedial grading and geotechnical slope monitoring. Licensee further acknowledges if, during the course of construction and/or maintenance of the private improvements by the Licensee, any of the facility owners' equipment is damaged, the cost to repair and/or replace said equipment shall be borne by the Licensee. ATTACHMENT 0 0 4. Successors in Interest. The License Agreement shall inure to and be binding on the heirs, successors in interest, executors, administrators, and assignees of the Licensee. 5. Term. This Agreement shall commence on the effective date of this Agreement and shall remain in full force and effect for 365 consecutive calendar days from the effective date of this Agreement. DATED this al day of , 2003, at San Juan Capistrano. LICENSOR CITY OF SAN JUAN CAPISTRANO J By: 42By: Oakhurst Development Corporation (Attach Notary Acknowledgment) APPROVED AS TO FORM: JO'�A SHAW, CITY ATTORNEY 0 0 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STA%Z89;t P(zf�� On re me a N ctary Public in and for said County and State, personally appeared ❑ personal) own to me- OR -`proved to me on the basis of satisfactory evidence toperson(s)whose name(s is/ bscribed to the within instrument and ac now d to meth he a/they executed the same I hi r/their authorized capacity(ies), and th his/ r/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) act cuted the instrument. WITNES han and fici s DANA P COMM. 1246"D NOTARY PUBLIC -CALIF ORNIAL) S ORANGE COUNTY 6 COMM.EXP.DEC.20,203 -` Affix Notary Seal Here ********************OPTIONAL******************** Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT DO/CORPORATE OF EI I/�'/•\ {, & � ^ , It}y�t1�l '�//�'t\ [j- 1 Titles) Title or type of clocurnerTf- El Partner(s) ❑ Limited ❑ General ❑ Attorney-In-Fact Number of Pages ❑ Trustee(s) ` ( { ?4I D '3 12Guardian/Conservator 1 Date of Document ❑ Other: Signer(s) Other then named above Signer is representing: Name of person(s) or entity(ies) VAYRYU& r ,- � - f-- ® *GeolteChnical and Envlronmenral Saences Consultants. September 4, 2003 Project No. 202531001 Mr Ed Richards Haight, Brown, &Bonesteel 5 Hutton Center Drive, Suite 900 Santa Ana, California 92707 Subject: Proposed Scope of Work Remedial Grading and Slope Monitoring Tract No. 11781, Lots 10, 11 and 28 San Clemente, California Dear Mr. Richards: In accordance with your request, we have prepared a Scope of Work relative to the proposed re- medial grading and slope monitoring that was discussed during our meeting on August 28, 2003. The scope of work presented herein consists of remedial grading to improve surface drainage at the northwest corner of Lot 10 and to fill existing ground fissures/cracks, and installation and monitoring of instrumentation for future slope movement (Figure 1). The recommended scope of work consists of the following: Remedial Grading: 1) Perform remedial grading of the existing surface depression at the northwest corner of Lot 10 to reduce the amount of surface water entering the subsurface soils. The surficial grading should be performed in a manner that will promote positive surface drainage away from the low area into the existing drainage channel that extends to the southwest. The grading is anticipated to involve cuts and fills on the order of 12 inches deep. The approximate area of the grading is shown on the attached Figure 2. It is anticipated that this work will involve only Lot 10. 2) Perform remedial grading to fill ground fissures/cracks to reduce the amount of surface Ovate- from entering the subsurface soils. The grading is anticipated to involve surficial scraping of the soil and pushing material into the fissures/cracks and track-walking or wheel-rolling the surface. The approximate locations of the ground fissures/cracks to be filled are depicted on Figure 2. We also recommend that during the remedial grading the site be observed for additional ground fissures/cracks. Any additional ground fis- "15IT— "fs� 475 Goddard - Sure 200 " Irvine, California 92518 , Phone (9a9) 75 -7070 Fax (999; 755-707; Phoma: m Irvine San Diego = Los Angeles ° Oakland , Las Vecas ^ Salt Lai<e Otv . Onraric Haight, Brown &13onesteel• September 4, 2003 Tract No. 11781, Lots 10, 11 and 28, San Clemente Project No. 202531001 sures/cracks observed should also be filled. It is anticipated that this work will involve Lots 10, 11 and 28. slope Monitoring: 1) Installation of two inclinometer casings and performance of periodic inclinometer read- ings to evaluate future ground movement, if any. The inclinometer casings will be drilled to depths of approximately 120 feet utilizing a conventional truck-mounted drill rig. It is anticipated that two days will be needed to install the inclinometer casings. The proposed inclinometer casings will be installed at the approximate locations shown on Figure 3. Since the proposed inclinometer locations are not accessible with a truck-mounted drill rig, a bulldozer may be required to construct a temporary road to access the drilling loca- tions. The proposed locations of the access roads are shown on Figure 3, It is anticipated that inclinometer readings will be performed on a monthly basis. Each inclinometer read- ing will take approximately two hours to perform in the field. Data obtained from the inclinometer readings will be analyzed and reported. It is anticipated that this work will involve only Lot 10. 2) Periodic readings of two existing inclinometer casings previously installed by Leighton and Associates in 1998 assuming the inclinometer casings are accessible and still func- tional. The readings will be performed to supplement the data obtained from the inclinometer readings described above. The approximate locations of existing inclinome- ter casings, GH-1 and GH-2, are depicted on Figure 3. It is anticipated that inclinometer readings will be performed on a monthly basis. Each inclinometer reading will take ap- proximately two hours to perform in the field. Data obtained from the inclinometer readings will be analyzed and reported. It is anticipated that this work will involve only Lot 10, 3) Installation of approximately six surface monuments to monitor future surface movement, if any. The surface monuments will consist of rods driven into the ground at the approxi- mate locations shown on the attached Figure 3. The surface monuments will be installed at the approximate locations indicated on Figure.3. It is anticipated that the monuments will be surveyed on a monthly basis by a licensed surveyor with each survey taking ap- proximately one day to perform. The survey data obtained from the field will be analyzed and reported. It is anticipated that this work will involve Lots 10 and 28. ?SI1.I L.tloc 2 I-14ht, Brown & Bonesteelo September 4, 2003 Tzact No. 11781, Lots 10, 11 and 28, San Clemente Project No. 202531001 Wt appreciate the opportunity to submit this scope of work. If you have any questions, please contact the undersigned. Respectfully submitted, NINYO & MOORE ScAottM, Jo n, G AvramNinyo, G.E. Senior Geologist Principal Engineer sNJ/CAP/AN/mll Attachments: Figure 1 — Site Location Map Figure 2—Remedial Grading Plan Figure 3 — Slope Monitoring Plan Distribution: (2) Addressee 2.31-112 dov x l1b1 Edi piil �,Yv� � Itlx �� r M I��1h"*M�.� vey•�IM� t I✓qy°��M4.LtJ.1� 1�._' �wj � f Will, i L} wd ,ttx a♦ �fJpSy.lq`IG`�i" ��^P'�.�t�C�6'"`.^ �`� � �. , i r+"y �1 'itS � �I �SI�k�J ,✓ h" ��i..�„.S�i��. t xu ''•%� I I a i - 1 rl ✓ d�" � ^r ;� >nR�S�'�r �1� x�h i� �}3't��+� I II a � 7 M7 � �IuaFxra I���q5t i y fi �h T a ft '�'�'°a'ik' I _ ain 'FpVj1 ,� A �p wk ,Il" 'In M1 I • W IIA _ j 1 1��f"r'' � �Y1rmf^1f wY i IL L =—,-7—, !I – IRI �1 _ –I Y Z '47id rIn. n % { I r v r yr � I 1 14 a t Nt,l n n /I + s vh r I. Lb% yR L IV rva _ °5 In �a7���yy kL^t M1yrtlF..Ax t Ct r xY�2• [RVRC yYt .,�,,,„ ., rte` 'ATy '" ' {'�x ♦r ,,. llAvN jwf^tc '( x Hrti caau 1 `Y v l u+ tl x1 "'R•a r '^W�� '""ty� I I T {h R o� t C 4 : 1R'W.trp i>+6 1awYldfrl 'G+Tk. * W < W/ Ro In ,{4F I 4"r rr• rrL rv' S, nYyyn II I yb+ vC'n�—✓ .r r� � ( i�' Y"'~uV"'/� fin(\ n -J, Y ""11, Vx' T � xJbf , SI L"if b " 1 f. �I l .. '¢1 "y1 Rt(r + I1Fr r"a£I�xy<i 'ti}y1H" 'W .C f i, r ,. v r 1,�ya Hffclf fit .!r 4Y i r 11 ii m.4M+ `L. Y' r Ira M_mu rp ery r b A, av 4kM aAi-'Rhaf� .rr i ,� nlwFl - \ h ly}4l yoyiy yµ51 �_ R'• ,.: �� �f / �' r '! os r I'T .vunl lr '+Atoi'"'`� r�: ,u F �"t• ul ' ,.wuurry f+^w tR `¢ {�i�lr� c1 rol �hFs9f / l xl s .c' 7 �Wi Ran I ,tlinoo, i yl In. R�•+� �+.vi. ,1. c D1 N '. a V I I mM m� '� !�I�F p.5 t t /�I ����, � I a 1 ¢� C } l� aka a, TLv § � ♦ a dMMn ml �,+ ,,y I ��'a I,pY'w•MA,Mim , M 4{IRiM'f I'i w k 'q A I + .!`l ',HA � k. � A•�^, 1 _ ,.-,< .—" w vu.roKsv—.,� v IavMr P p .�,F I-. rr b F I r gg� -Ih>,ax rz w Y Yodf Yl I l x - I y ,.. 4 •� a..T^ r REFERENCE: 20D0 'THOMAS GU4DE rOR LCS ANGELES/ORANGE COUNTIES, STREET GUIDE AND DIRECTORY p 2400 4800 NORTH APPROXIMATE SCALE IN FEET "- SITE LOCATION MAP I REMEDIAL GRADING &SLOPE MONITORING TRACT No. 11781,LOTS 10,11 &28 SAN Cs.MENT- CALIFORNIA n $ . PRQJcCT N0. I DATE CF13DUFIE 2025310D1 —may 3/20C3 � yt� jil �g ✓ 3 �q ' 'C• Zit i ZS 4 t -- rt•y '1u TA p 1� � .. Yl Mi h' LEGEND - - PROPERTY BOUNDARY \, APPROXIMATE LOCATION OF GROUND FISSURES/CRACKS REMEDIAL GRADING PLAN REMEDIAL GRADING&SLOPE MONITORING m REFERENCES: TRACT No. 11781, LOTS 10, 11 &28 N 1. TOPOGRAPHIC BOUNDARY SURVEY, RON MARTIN AND ASSOCIA' SAN CLEMENTE, CALIFORNIA 0 NOTE: ALL DIMENSIONS, LOCATIONS AND DIRECTIONS ARE APP PROJECT NO. DATE FIGURE 202531001 9/2003 2 I l ✓ L r '�r j jy. 4�ni^SR'i,i �z+M1• r � 1 pr uM m N(r LEGEND PROPERTY BOUNDARY APPROXIMATE LOCATION OF PROPOSED SURFACE MONUM t�? APPROXIMATE LOCATION OF IXISTING AND PROPOSED INCL SLOPE MONITORING PLAN REMEDIAL GRADING &SLOPE MONITORING TRACT No, 11781, LOTS 10, 11 &28 SAN CLEMENTE, CALIFORNIA m REFERENCES: N 1. TOPGRAPHIC BOUNDARY SURVEY, RON MARTIN AND ASSOCIA17pROJEC.'TNO. DATE FIGURE NOTE: ALL DIMENSIONS, LOCATIONS AND DIRECTIONS ARE APF 202531001 yreaos 3 0 0 PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into this day of , 2003, by and between the City of San Juan Capistrano (hereinafter referred to as the "City") and NINYO AND MOORE, (hereinafter referred to as "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide geotechnical engineering services for the South Open Space Landslide; and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by Consultant shall consist of those tasks as set forth in Exhibit "A," attached and incorporated herein by reference. Consultant warrants that all of its services shall be performed in a competent, professional and satisfactory manner and in accordance with the prevalent standards of its profession. Section 2. Term. This Agreement shall commence on the effective date of this Agreement and services required hereunder shall be completed by no later than February 2, 2004. Section 3. Compensation. 3.1 Amount. Total compensation for the scope of services for this Project shall not exceed Forty-nine thousand two hundred three dollars ($49,203), as set forth in Exhibit "A," attached and incorporated herein by reference. 1 ATTACHMENT 0 3.2 Rate Schedule. The services shall be billed to the City at the hourly rate set forth in Exhibit "A," attached and incorporated herein by reference. Included within the compensation are all the Consultant's ordinary office and overhead expenses incurred by it, its agents and employees, including meetings with the City representatives and incidental costs to perform the stipulated services. Submittals shall be in accordance with Consultant's proposal. 3.3 Method of Payment. Consultant shall submit monthly invoices based on total services, which have been satisfactorily completed and specifying a percentage of projected completion for approval by the City. The City will pay monthly progress payments based on approved invoices in accordance with this Section. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. 3.4 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to City. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of City, and shall obtain no rights to any benefits which accrue to City's employees. Section 5. Limitations Upon Subcontracting and Assignment. 2 0 0 The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Changes to Scope of Work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the proposed construction site, including the location of all utilities, and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. Section 10. Conflicts of Interest. 3 0 0 Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the contract period, Consultant shall have delivered to City at least one (1) copy of any final reports and architectural drawings containing Consultant's findings, conclusions, and recommendations with any support documentation. All reports submitted to the City shall be in reproducible format. All services to be rendered hereunder shall be subject to the direction and approval of the City. Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. Section 13. Indemnity. Consultant agrees to protect, defend and hold harmless City, its elected and appointed officials and employees from any and all claims, liabilities, expenses or damages of any nature, including attorneys' fees, for injury or death of any person or damage to property or interference with use of property and for errors and omissions committed by Consultant arising out of or in connection with the work, operation or activities of Consultant, its agents, employees and subcontractors in carrying out its obligations under this Agreement. Section 14. Insurance. Insurance required herein shall be valid for a minimum of one year, or term of contract, whichever is longer, and it shall be provided by Admitted Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VII or better. 4 0 0 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non- owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self-retention amount, and an additional insured endorsement to the Consultant's general liability and umbrella liability policies to the City Clerk's office for certification that the insurance requirements of this Agreement have been satisfied. 5 • • 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City Clerk's office for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancel lation/Term!nation of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 14.7 Terms of Compensation. Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City and Consultant shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to the other party In addition, this Agreement may be terminated for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Public Works Director 6 0 0 To Consultant: Ninyo and Moore 475 Goddard, Suite 200 Irvine, CA 92618 Attn: Scott M. Johnson Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. 7 0 IN WITNESS WHEREOF, the parties hereto have executed this Agreement. CITY OF SAN JUAN CAPISTRANO By: Mayor CONSULTANT By: Ninyo and Moore Jalal Vakili, Principal Engineer ATTEST: Margaret R. Monahan, City Clerk APPROVED AS TO FORM: John R. Shalt<Attorney 8 WJAA Geotechrncal and Environmental Sciences Consultants October 3,2003 Project No. 202531001 Mr. Peter Salgado D C City of San Juan Capistrano D 32400 Paseo Adelanto OCT - 6 2003 San Juan Capistrano, California 92675 Subject: Proposal for Geotechnical Consulting Services PUBLIC WORKS Slope Inclinometer Installation and Monitoring Las Ramblas Site San Juan Capistrano, California Reference: Ninyo &Moore, 2003,Proposed Scope of Work, Remedial Grading and Slope Monitoring, Tract No. 11781, Lots 10, 11 and 28, San Clemente, California, dated September 4. Dear Mr. Salgado: In accordance with your request, we are pleased to submit this proposal to provide geotechnical consulting services relative to the subject project. As described in the referenced Scope of Work, we propose to install two inclinometer casings within the landslide mass and perform periodic inclinometer readings to evaluate future ground movement. One inclinometer will be located within the westerly portion of the Rozbicka property, approximately 160 feet south of the City of San Juan Capistrano boundary. The second inclinometer will be located approximately 300 feet farther to the south also within the Rozbicka property. Since the proposed inclinometer locations are not accessible with a truck-mounted drill rig, a bulldozer may be required to construct a tem- porary road to access the drilling locations. The inclinometers will be read within one week of their installation to establish a base reading for future measurements. For the purposes of this proposal, we propose to read the inclinometers on a monthly basis for a duration of approximately one year. Following each reading of the incli- nometer, the data will be analyzed and the results presented in a letter-report describing the depth and direction of ground movement, if any. The frequency of the readings can be increased or de- creased depending on the project requirements. la 475 Goddard ^ Suite 200 - Irvine, California 92618 • Phone (949) 753-7070 , Fax (949) 753-7071 Phoenix - Irvine - San Diego ^ Los Angeles , Oakland • Las Vegas • Salt Lake Gay ° Ontario City of San Juan Capistrano • October 3, 2003 Las Ramblas Site, San Juan Capistrano Project No. 202531001 SCOPE OF SERVICES Specifically, our scope of services will include the following: • A field reconnaissance to select and mark boring locations for underground utility clearance. • Coordination of our field work with the client, private property owners and/or the City of San Juan Capistrano and City of San Clemente, including acquisition of a well permit. • Drilling of two small-diameter borings up to approximately 120 feet deep. • Installation of specialized inclinometer casing and backfilling the borings around the casing with bentonite/cement grout. • Perform initial inclinometer readings of each casing to establish a baseline reference for fu- ture readings. This includes readings in the field, and analysis of the data in the office. • Monthly readings over a period of one year to evaluate ground movement, if any. • Preparation of a written summary of the inclinometer data and our conclusions regarding ground movement following each reading. ASSUMPTIONS We have prepared this work plan and estimated fee based on the following assumptions: • Right-of-entry to install the inclinometer casings will be granted, at no cost, to Ninyo & Moore. • Slope inclinometer borings will be drilled with conventional, drilling equipment. Access to the inclinometer locations will be granted and specialized equipment, such as cranes, will not be required. • Any City permit fees that may apply to the work will be paid for by the client. • This phase of our work at the site will not include soil sampling or laboratory testing. • Cuttings from the inclinometer borings may be disposed of at the site at no cost to Ninyo & Moore. • Our evaluation will not include any sampling, testing or chemical analysis of hazardous ma- terials, should they be encountered. A separate scope of services and cost estimate can be provided upon request if hazardous materials are encountered. zsbpl.doc 2 *'7.ff®& ®OrP- City of San Juan Capistrano• • October 3, 2003 Las Ramblas Site, San Juan Capistrano Project No. 202531001 FEE Our services for construction of the temporary access roads and installation of the two inclinome- ters will be provided for a lump sum fee of $11,400 (eleven thousand four hundred dollars). Additionally, each time we read the inclinometers, download, analyze, and report the data will be a lump sum fee of$2,400 (two thousand four hundred dollars).A detailed breakdown of our fees, based upon the attached Schedule of Fees, is presented in Table 1 and Table 2. To authorize the scope of services outlined above, please return a signed copy of the attached Work Authorization and Agreement. We appreciate the opportunity to submit this proposal. If you have any questions, please contact the undersigned. Respectfully submitted, NINYO MOORE Scott M. Johnson, C.E.G. AvramNinCaE. Yo� Senior Geologist Principal Engineer CB/SMJ/AN/mll Attachments: Table 1 —Breakdown of Fee—Inclinometer Installation Table 2 —Breakdown of Fee—Inclinometer Monitoring Schedule of Fees Work Authorization and Agreement Distribution: (2) Addressee 253].1 p2 d., 3 City of San Juan Capistrano • • October 3, 2003 Las Ramblas Site, San Juan Capistrano Project No. 202531001 TABLE 1 - BREAKDOWN OF FEE INCLINOMETER INSTALLATION ak 4}� � °� 1 -^v✓' - � uG r . A hR'S 1ST ' r principal Engineer/Geologist/Environmental Scientist 2 hours @ $ 154.00 /hour $ 308.00 Senior Engineer/Geologist/Environmental Scientist 4 hours @ $ 148.00 /hour $ 592.00 Subtotal $ 900.00 Senior Staff Engineer/Geologist/Environmental Scientist 4 hours @ $ 128.00 /hour $ 512.00 Field Vehicle Usage 4 hours @ $ 8.00 /hour $ 32.00 Subtotal $ 544.00 Senior Staff Engineer/Geologist/Environmental Scientist 6 hours @ $ 128.00 /hour $ 768.00 Dozer/Excavator(subcontractor) 6 hours @ $ 145.00 /hour $ 870.00 Mobilization/Demobilization Lump Sum $ 400.00 Subtotal $ 2,038.00 a "t r 1 � r s {�il4jM41 ! � f:'% n"' i�, ( i49!4 AC8 ,Qy1n `,+ flt._ « IT; F.M.".1 M Senior Staff Engineer/Geologist/Environmental Scientist 18 hours @ $ 128.00 /hour $ 2,304.00 Drill Rig(Subcontractor) 18 hours @ $ 165.00 /hour $ 2,970.00 Field Vehicle Usage 18 hours @ $ 8.00 /hour $ 144.00 Supplies(casing,bentonite etc.) Lump Sum $ 2,500.00 Subtotal $ 7,918.00 L�� �,19 �...�� ,'i' ..' '��. a w�`R• °e�� da� �1 1 k. � }�1. n+6. MtliY�� .I�A� .� 2531.1fee2.xls "My"&-*our C City of San Juan Capistrano • 0 October 3, 2063 Las Ramblas Site, San Juan Capistrano Project No. 202531001 TABLE 2 - BREAKDOWN OF FEE INCLINOMETER MONITORING 5 w w„ �i.r r ifit �T�jr,��'��iYFf� E�i{,yd�y�d���"'`���a�Yt w.��Y,� �,��.��.• - �� �� �Y.il . . Senior Staff Engineer/Geologist/Environmental Scientist 6 hours @ $ 128.00 /hour $ 768.00 Iaclmometer Usage 6 hours @ $ 32.00 /hour $ 192.00 pield Vehicle Usage 6 hours @ $ 8.00 /hour $ 48.00 Subtotal $ 1,008.00 Y Senior Engineer/Geologist/Environmental Scientist 2 hours @ $ 148.00 /hour $ 296.00 Staff Engineer/Geologist/Environmental Scientist 4 hours @ $ 120.00 /hour $ 480.00 Subtotal $ 776.00 ,�' Yv:k rv7,aY r lE�Y.B�� a aaA"..�...•: k principal Engineer/Geologist/Environmental Scientist 1 hour @ $ 154.00 /hour $ 154.00 Senior Engineer/Geologist/Environmental Scientist 2 hours @ $ 148.00 /hour $ 296.00 Technical Illustrator/CAD Operator 2 hours @ $ 78.00 /hour $ 156.00 Data Processing, Technical Editing, or Reproduction 1 hour @ $ 58.00 /hour $ 58.00 Subtotal $ 664.00 (fit 2531-lfee2As , iopy®& ware ce 1 0/09/2003 07: 44 1949753707: N AND M IRV SAGE 02/08 C�eomcnnical mei prornnmenml sciences Conwitants HAIGHT BROWN & BONESTEEE August 29, 2003 5 Hutton Centre Drive Invoice No; 102312 Suite 900 Project No! 202531001 Santa Ana, CA 92707-0510 Page: 1 Attn: Mr. Edwin Richards Re: Geotechnical Consulting Services Rozbicka v. Estrella Properties San Clemente, California Tax ID No. 33.0269828 Progress invoice through August 29, 2003, for geoteChnical consulting services pertaining to the landslide that Impacted the properties at 3007 and 3009 Emencia Del Sur in San Clemente, California. Our services have included compilation and analysis of field data and topographic maps to evaluate the number and locations of Inclinometers and surface monuments and the extent of remedial grading; partial preparation of a scope of work for remedial grading and installation and monitoring of field instrumentation; background review including review of the as-graded topographic map prepared by TetraTech and comparison with topographic maps prepared in 1998; technical illustration consisting of preparation of the remedial grading plan and slope monitoring plan included in our scope of work report; project coordination; and client conference including attendance at meetings on August 28 and July 29, 2003, at the City of San Juan Capistrano to discuss the project. Professional Services Hours Rate Amount DATA COMPILATION &ANALYSIS Senior Engineer/Geologist/Scientist Scott M. Johnson 08/27/2003 0.75 164.00 123.00 Scott M. Johnson 08/2812003 1.00 164.00 164.00 REPORT PREPARATION Senior Engineer/Geologist/Scientist ScottM Johnson 08/29/2003 2.00 164.00 328.00 BACKGROUND REVIEW Principal Engineer/Ge❑log is UScienfist Lawrence T. Jansen 07/28/2003 C.50 168.00 84.00 Lawrence T. Jansen 07129/2003 2.00 168.00 336.00 5710 Rrjrrin Poor San Dieoo. California 97123 Phonr, t8581 5761000 Fax (858) 576-9600 Un Drego Wine Ontanc Los hngeles • OaklanA . Les Vegas • Salt Lake Ory PnoFrox 10/09/2003 07: 44 19497537 N AND M IRV • PAGE 03/09 Ceotccnn¢81 ano rnvlipnm[nrm science!Corvulonu Invoice No: 102312 Project No:202531001 Page: 2 Hours Rate Amount TECHNICAL ILLUSTRATION Technical Illustrator/CAD Operator Mary Beth Miller 07/29/2003 0.50 86.00 43.00 Mary Beth Miller 08127/2003 0150 86.00 43.00 Mary Beth Miller 06/28/2003 1.00 86.00 86,00 Mary Beth Miller 08/29/2003 2.25 86.00 193.50 PROJECT COORDINATION Principal Engineer/Geologist/Scientist Carol A. Price 08126/2003 0.25 168.00 42.00 CLIENT CONFERENCE Principal Engineer/Geologist/Scientist Lawrence T, Jansen 07/29/2003 1,75 168.00 294.00 Senior Engineer/GeologisVScientist Scott M. Johnson 0812812003 2.00 164.00 326.00 Labor Fee 2,064.50 Reimbursable Expenses Vehicle/Equipment Charge 07/29/2003 LTJ 1.75 Hours Qa 6.00 10.50 028/2003 SMJ 2,00 Hours @ 6.00 12-00 Reimbursable Fee 22.50 ""This invoice Total* " 2,D87,00 5710 Ruffin Road 5nn Drepo, Cahfornia 92123 • Phcne (858) 576-1000 Fax (858) 576.9600 5an Dleao • Irvine ontano • Los Angeles = Oakland " Las VegaS > Salr Lake Clay • Pnoery I 0/09/2003 07: 44 19497537072 N AND M IPV „ PAGE 84/08 � fsm¢•O+nlcN an0 FnvhOnrncnfPr 4 rcncP<CoPu cnn,. HAIGHT BROWN & BONESTEEL June 27, 2003 5 Hutton Centre Drive Invoice No: 100955 Sults 900 Project No:202531001 Santa Ana,CA 92707-0510 Page: 1 Attn: Mr.Edwin Richards Re: Geotechnical Consulting Services Rozbicka v Estrella Properties Sen Clemente, California Tax ID No, 33-0269828 Progress invoice through June 27,2003, for geotechnical consulting services pertaining to the landslide that impacted the properties at 3007 and 3009 Emencia Del Sur in San Clemente, California, Our services have included field services consisting of performance of a site visit to observe and document remedial grading operations; data compilatlon and analysis including review of the project file, topographic maps, cross sections, boring data, and photographs to evaluate potential locations of inclinometers; project coordination and client conference including telephone conversations with representatives of the City of San Juan Capistrano and your office. Professional Services Hours Rate Amount FIELD SERVICES Senior Engineer/Geolcgist/Scientlst Scott M. Johnson 06/03/2003 2.75 164.00 451.00 DATA COMPILATION & ANALYSIS Principal Engineer/GeologistlScientist Avram Ninyc 06/04/2003 0.75 168.00 126.00 Senior Engineer/Geologist/Scian list Scott M. Johnson 05/02/2003 0.25 164.00 41.00 Sr. Project Engineer/Geologist/Scientist Scott M. Johnson D6/06/2003 1.00 160.00 160.D0 Sr. Staff Engineer/Geolo9ist/Scientist Catherine K Sennett 06/03/2003 2.00 141.00 282.00 Catherine K. Bennett 06/04/2003 2.00 141.00 282.00 5%l0 Tiffin Read San Diego, Cr,)WcrniF 92773.• Pgcre IP58) X76.1000 F=x 1859!SJ6-9v00 r,., n,.nn IroinP • On[®nn • Lo,nn4eles Oaklano LaS Vegas • SiG Le<r C ry • Pr+oena 1 b/uqy 2u0d b/: o9 lygy/7dIu(I N AN1J M 1Kv • PAGE 05/0B B Nor Grn'Canniei entlE ronmpntn�5n ves Cpn(Jt4�nl5 Involce Not 100955 Project No:202531001 Page: 2 Hours Rate Amount DATA PROCESSING Data Processor 16.00 Mary Elaine Hebner 06/26/2003 0.25 64.00 00 Linda Lyon 06/24/2003 0.75 64.00 448.8.00 Linda Lyon 06/26/2003 0.5D 64,00 PROJECT COORDINATION Principal EngineerfGeologist/Scientist2003 0.25 168.00 42.00 Carol A. Price CLIENT CONFERENCE Senior Engineer/Geologist/Scientist 123.00 Scott M. Johnson 05/02/2003 0.75 164.00 82.00 Scott M. Johnson 06/25/2003 050 164.00 LabcrFee 1.685.00 Reimbursable Ex angle Vehicle/Equipment Charge 06/0312003 SMJ 2.75 Hours @ 6.00 16.50 Reimbursable Fee 16.50 '•^This Invoice Total' " 1,701.50 5710 2Vrfin ROaO San DiegC. California 921:3 . Pn.n= le)Bi 57('-IOCO `dx(8581 577950C _ c,,, n.>n� wine Gntano r'noenu L05 Angeles • Oaklaro has vegan $SIC Lake Cary 1 0/09/2003 0/: 44 194131bd/011 N HNJ M 1KV HAUL 06/09 Grarcmrncal Tnn Fnvlronmrnrtl?(renter CorteW�inrs HAIGHT BROWN & BONESTEEL May 30, 2D03 5 Hutton Centre Drive Invoice No: 100730 Suite 900 Project No: 202531001 Santa Ana, CA 92707-0510 Page: 1 Attn: Mt. Edwin Richards Re: Gaotechnical Consulting Services Rozbicka v Estrella Properties San Clemente, California Tax 10 No, 33-0269828 Progress Invoice through May 30, 2003, for geotechnical consulting services pertaining to the landslide that impacted the properties at 3007 and 3009 Emencia Del Sur in San Clemente, California, Our services have included field services including meeting with the City of San Juan Capistrano and performance of several site visits to observe and document remedial grading operations: data compilation and analysis including review of the project file, topographic maps, boring data,and photographs pertaining to the fill that was placed at the site; preparation of a letter report regarding the trail, and project coordination consisting of numerous telephone conversations with representatives of the City of San Juan Capistrano and your office. Professional Services Hours Rate Amount FIELD SERVICES Sr.Project Engineer/Geologist'Scientist Scott M. Johnson 04/28/2003 2.50 160.00 400.00 Scott M. Johnson 05/07/2003 1.50 160.00 240.00 Scott M. Johnson 05/19/2003 2.00 160.00 320.00 Scott M. Johnson 05122/2003 2.00 160.00 320.00 Scott M. Johnson 05130/2003 3.00 160.00 480.00 Sr.Staff Engineer/Geologist/Scientist Catherine K. Bennett 05120/2003 3.00 141,00 423.00 Catherine K. Bennett 05/21/2003 3.00 141.00 423.00 Catherine K. Bennett 05/28/2003 2.50 141.00 352.50 DATA COMPILATION&ANALYSIS Principal Engineer/Geologlst/Scientlst Avram Ninyo 0413012003 1.25 168.00 210.00 Avram Ninyo 05/0112003 0.75 168.00 126.00 Avram Ninyo 05/06/2003 0.75 168.00 126.00 Avram Ninyo 05/12/2003 1.25 168.00 210.00 Avram Ninyo 05/2612003 0.50 166.00 84.00 5710 Ruffin Roan San Diego, California 92123 - Phone 1852)576-1000 Fax 1858)576-9600 San Dego ° Wine r Onrano • I-c5 Angeles • oaklan0 fes Vegas • SPR lake Oly • Phoernx 1 0/09/2803 07: 44 19497537071 N AND ,1 lKv Kraut be/b9 GeMPchrnral,nR fmomn,M")kicrCM Co"Ukantf Invoice No:100730 Pro)®d No:202531001 Page. 2 Hours Rate Amount Sr. Project Engineer/Geologlst/Sciantist Scott M.Johnson 04/2612003 1.D0 160.00 160.00 REPORT PREPARATION Principal Engineer/Geologist/Scientist Carol A. Price 05/13/2003 0.50 168.OD 84.00 Carol A.Price 05/23/2003 0.25 166.00 42.00 Sr.Project Engineer/Geologist/Scientist Scott M. Johnson 05/01/2003 2.00 160.00 320.00 Scott M. Johnson 05112/2003 1.00 160.00 160.00 Scott M. Johnson 05/1312003 1.00 160.00 160.00 DATA PROCESSING Data Processor Linda Lyon 0511312003 0.50 64.00 32.00 PROJECT COORDINATION Sr. Project Engineer/Geologist/Scientist Scott M. Johnson 04/29/2003 0.50 160,00 80.00 Scott M. Johnson 05/12/2003 0150 160.00 80.00 Scott M, Johnson 05113/2003 1.00 160.00 160,00 Scott M. Johnson 05/15/2003 0.50 160.00 80.00 Scott M. Johnson 05/21/2003 0.25 160.00 40.00 Labor Fee 5,112.50 Reimbursable Expenses Vehicle/Equipment Charge 05/21/2003 CS 3,00 Hours @ 6,00 16.00 06/22/2003 CB 3.00 Hours @ 6.00 1800 05/29/2003 CS 2.50 Hours @ 6.00 15.00 05/07/2003 SMJ 1.50 Hours @ 6.00 9.00 05/19/2003 SMJ 2.00 Hours @ 6.00 12.00 571 D Rurfn Road ^ San Dego, Calirorma 92123 Phone 1858) 576-1000 Fax 18581 5768600 Sun nlcge • Irvine Ontaro • loa Angrrc.t ° Oakland • I,1 s Vegas ° Salt lake Gty • nnoeNx ]. b/h7l C!>otl nr:ww y�H�r»rury ry wyu •i yr.v rNuc tlC/!7d r • • mom &*learn 1 ; . GEolCC11nICT1 antl ErNrlonmentV$dentes CGnsWP\nk Invoice Not 100730 Project No:202531 DD1 Page'. 3 0522/2003 SMJ 2.00 Hours @ 6.00 12.00 053012003 SMJ 3.00 Hours @ 6.00 MOO Reimbursable Fee 102.00 "'This Invoice Total"` 5,214.5D 571 D RLIffin Road • San Dienc, California 97 f7.,3 • Phone (8581 576-f 000 • Fax 16581 576-9600 San Diego • Irvine - OnCano • Los Hngocp - Oaklencl • Las Vegas • Salt Lake Cry . Pnoenix City of San Juan Capistran* • October 3, 2003 Las Ramblas Site, San Juan Capistrano Project No. 202531001 SCHEDULE OF FEES HOURLY CHARGES FOR PERSONNEL Principal Engineer/Geologist/Environmental Scientist........................................................................................... $ 154 Senior Engineer/Geologist/Envimnmental Scientist.............................................................................................. $ 148 Senior Project Engineer/Geologist/Environmental Scientist.................................................................................. $ 145 Project Engineer/Geologist/Environmental Scientist.............................................................................................. $ 142 Senior Staff Engineer/Geologist/Environmental Scientist...................................................................................... $ 128 Staff Engineer/Geologist/Environmental Scientist.................................................................................................. $ 120 IS/GIS Specialist..................................................................................................................................................... $ 120 FieldOperations Manager...................................................................................................................................... $ 95 SupervisoryTechnician .......................................................................................................................................... $ 86 Nondestructive Examination Technician, UT,MT, LP............................................................................................ $ 85 Senior Field/Laboratory Technician........................................................................................................................ $ 79 Field/Laboratory Technician................................................................................................................................... $ 79 ACIConcrete Technician........................................................................................................................................ $ 79 Concrete/Asphalt Batch Plant Inspector................................................................................................................. $ 79 Special Inspector(Concrete,Masonry,Steel,Welding,and Fireproofing)............................................................ $ 79 Technical Illustrator/CAD Operator......................................................................................................................... $ 78 Geotechnical/EnvironmentaVLaboratoryAssistant................................................................................................ $ 66 InformationSpecialist............................................................................................................................................. $ 66 Data Processing,Technical Editing,or Reproduction............................................................................................ $ 56 OTHER CHARGES ExpertWitness Testimony............................................................................................................................ $ 250 /hr PID/FID Usage.............................................................................................................................................. $ 120 /day Coding Machine Usage(includes technician)............................................................................................... $ 100 /hr Anchor load test equipment(includes technician)....................................................................................... $ 89 /hr HandAuger Equipment................................................................................................................................ $ 55 /day InclinometerUsage ...................................................................................................................................... $ 32 /hr VaporEmission Kits..................................................................................................................................... $ 30 /kit Level D Personal Protective Equipment(per person per day).................................................................... $ 25 /p/d Rebar Locator(Pachometer)........................................................................................................................ $ 22 /hr Nuclear Density Gauge Usage..................................................................................................................... $ 12 /hr FieldVehicle Usage...................................................................................................................................... $ 8 /hr Direct Project Expenses....................................................................................................................... Cost plus 15% Laboratory testing, eo h sical equipment,and otherspecial equipment rovided upon request. NOTES(Field Services) For field and laboratory technicians and special inspectors, regular hourly rates are charged during normal weekday construction hours. Overtime rates at 1.5 times the regular rates will be charged for work performed outside normal con- struction hours and all day on Saturdays and Sundays. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day or on holidays. Lead time for any requested service is 24 hours. Field Technician rates are based on a 2-hour minimum.Special inspection rates are based on a 4-hour minimum for the first 4 hours and an 8- hour minimum for hours exceeding 4 hours.Field personnel are charged portal to portal. INVOICES Invoices will be submitted monthly and are due upon receipt.A service charge of 1.0 percent per month may be charged on accounts not paid within 30 days. zsn-rpz nog I9.i�/�� ®®M, Ce .1` MEMBERS OF THE CITY COUNCIL DIANE . TE JOHN S..GELFF GELFF SO MATT HART JOE JOE SOTO 32400 PASEO AD@LANTO II(1111111(1 DAVID M.SWERDLIN SAN JUAN CAPISTRANO, CA 92675 • (Slllli11t1 196( (949) 493-1171 1776 (949) 493-1053 (FAX) INTERIM CITY MANAGER 1viviv sanjuancapi.strano.org PAMELAGIBSON December 4, 2003 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On December 2, 2003 the City Council of San Juan Capistrano met regarding: "Consideration of License Agreements for the South Open Space Landslide (Margaret J. Rozbicka & Oakjust Development Corporation)" Item No. E9 The following action was taken at the meeting: License agreements with Margaret J. Rozbicka and Oakhurst Development Corporation for remedial grading and geotechnical and ground surface monitoring approved; the Mayor authorized to sign the license agreements; the Personal Services Agreement with Ninyo and Moore approved and the Mayor authorized to sign the agreement; and $106,688 appropriated from the General Fund Reserve to cover the costs for the South Open Space Landslide. If you have any questions regarding this action, please contact Peter Salgado, Associate Engineer at 443-6366 for more detailed information. Thank you, Mitz�Orti-� u Deputy City Clerk Cc: Margaret J. Rozbicka; Oakhurst Development Corporation; Ninyo and Moore; Amy Amirani, Public Works Director; Peter Salgado, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future 6L MEMBERS OF THE CITY COUNCIL DIANEGELFF JOHNS. TE MATT HART JOESOTO 32400 PASEO ADELANTO II(111101111 DAVID M.SWERDLIN SAN JUAN CAPISTRANO, CA 92675 (949) 493-1171 [s776 1961 1 (949) 493-1053 (FAX) 0 1776 INTERIM CITY MANAGER 1vlvrv_sanjuancapislrano.org PAMELAGIBSON NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on December 2, 2003 in the City Council Chamber in City Hall, to consider: "9. Consideration of License Agreements for the South Open Space Landslide (Margaret J. Rozbicka & Oakjust Development Corporation)" — Item No. E9 If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at City Hall by 5:00 p.m. on Monday, December 1, 2003 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a blue 'Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Peter Salgado, Associate Engineer. You may contact that staff member at (949) 443-6366 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanwuancar)istrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: council-agendas ar7.sanivancaaistano.org. Mitzi'O Deputy City Clerk CC: Margaret J. Rozbicka; Oakhurst Development Corporation; Ninyo and Moore; Amy Amirani, Public Works Director; Peter Salgado, Associate Engineer " Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future