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20250819 Late Correspondence7iVJZo, z.39 PM How to verify that your Locksmith is Bo ed, Licensed and Insured making a responsible decision when choosing your locksmith. Car �/ locksmiths install security hardware similar to deadbolts and access control systems. Car locksmiths can give you advice for your security needs. They can help you gain access to your car if you happen to get �- locked out. You name it; these locksmiths can help you with it. /� i r✓ _ AGENDA fTEM: Nt�rJ r RECEIVE() EFt4M �edt- �Ll, AND MADE PARTOf= THE RECOR AT THE COUNCIL MEETING OF: t 2n 7;S `. OFI=ICE OF THE CITY CLERK - - HOWT 0 161 1 LOCKSMITH IS D ! U t,f Home • Locksmith Articles , How to verify that your Locksmilh is Bonded. Licensed and Inswed 212-960-81$4 t - N.C{. ...L{/• Why is it important to hire a licensed and professional bonded locksmith? 0 171 For starters, many countries and states have such laws. For example, California has a law that all locksmiths should be licensed. And they should be licensed through the Bureau of Security and Investigative Services. Also, when licenses are given out to bonded locksmiths, the governments, agencies such as the FBI collect identification details. They also collect fingerprint information for each bonded locksmith. This ensures that the bonded locksmith does not have a criminal background. This gives the user of the locksmith services an assurance that the bonded locksmith you are hiring is legitimate and that he uses his craft and skills to ensure your protection. Finally, and unfortunately, there are many locksmiths out there who are not licensed locksmiths. Many times these unlicensed locksmiths who are often also inexperienced, very unprofessional and simply call themselves "locksmiths" are simply trying to earn as much money as possible. These locksmiths therefore will give deleterious and very misguided advice. Most of the times, these people do not have any real experience in locksmith services. They also lack training in the security systems industry. They are often very greedy individuals. It is only a licensed locksmith who can give you qualified advice. He can also give you recommendations regarding your security needs, your seeuri itystemsyour security solutions security solutions which maybe physical as well as electronic for your home. This advice also is availed of by big business houses. A licensed locksmith is the one who has filed the necessary paperwork. This paperwork has to be filed with state and sometimes also with federal government agencies. The locksmith then receives a license to operate as an official bonded locksmith. So the next time you seek a locksmith, ask him for his license number first_ An insured locksmith is the one who has purchased liability insurance. This insurance protects both the locksmith and his clients against any accidental damage to the property or to life. This is similar to the car insurance. Knowing that the one taking care of your safety is an insured locksmith to ensure the safety of work, property and of life. A bonded locksmith is bonded when he pays a fee, which is often quite nominal to a bonding company. After passing a background check, these locksmiths are guaranteed that in case of occurrence of an accident, the bonding company will reimburse certain previously agreed upon amount of money. They will then modify the situation and fix the problem. Bonding is similar to insurance. It is an added protection for the client. Many big industry organizations offer bonding for locksmiths in their respective areas. Scheoue Y�ur Appointment Full Name * En-iail * Phone * Service Needed * Residential Loc .:sired Inspection Date * Arrival Window mmlddlyyyy 8AM - 1 OAM ddress 7_ii-) Code Associated Locksmiths of AmPrira rat nM ffa h +: . I'-:- IA--ssa,�ze Reasons, To Avoid Ross University School Of Medicine by Christopher Pavlinec, MD (hops://www.steadyhealth.com/medical-team/christopher-paviinec-md) — Last updated: 2020-07-20 in 0 Pre-med (https://www.steadyhealth.com/articles/categories/pre-med) Reviewed by Medical Team (hops://www.steadyhealth.com/medical-team) — 2017-12-27 This article reviews the pros and cons of applying to the Ross University School of Medicine in the Caribbean. I present Testimony from students and alumni of Ross to help you decide if this school would be a good choice to get your medical degree. The Negatives About Enrolling At Ross University School of Medicine The most telling negative sign or red flag about potential enrollment at this school is that most of the students on the discussion boards nourage students to enroll elsewhere in places like Saint George (hops://www. steadyhea lth. com/articles/an-in-depth-review-of-the-saint- georges-university-school-of-medicine) or American University of the Caribbean (https://www.steadyhealth.com/articles/an-in-depth-review-of- the-american-university-of-the-caribbean-school-of-medicine) if they got a chance instead. Table of Contents An In -Depth Review of the Ross University School of Medicine (hops://www.steadyhealth.co m/articles/an-i n-d epth- review-of-the-ross- u n ivers ity-sch ool-of- medicine) Reasons to Avoid Ross University School of Medicine (hops://www.steadyhealth.co m/articles/an-in-depth- review-of-the-ross- university-school-of- medicine/reasons-to-avoid- Another unfortunate truth about Ross University School of Medicine is it Toss -university -school -of -not have the established connections that other schools in the medicine) ihaan haves fnrnari thnc makinn it nnitp rfiffiV f$sff%ggigna.com/entertainment/F!P-ELI &L# nff-Vat&fattheir-careers-ovemig utm_content=146070&utm_campaign=tb_jk_ruined_careers_6822_dt clx_mh&L Save San Pedr95 Celebs That Ruined Their Careers Overnight NerrAr�na I Sponsored (https://popup.t boola.co Ien/?template=colorbox& Sign t1lE' petition to StQi tr rJcr4t oil i?i"iiiCtir3�! Ili C ViQQirCe tQ �o l i��C1iQ. Our Open Space 7/26/25, 8:55 AM Earth Has Tilted 31.5 Inches. That Shouldn't Happen. Earth Has Tilted 31.5 Inches. Th Shouldn't Happen. / POP i.7L � � � TIM NEWCOMB 28 [T] Sat, July 26, 2025 at 4:30 AM PDT Earth Has Tilted 31.5 Inches. That's Alarming. PM Images - Getty Images Here's what you'll learn when you read this story: https://www.aot.com/lifestyle/earth-tilted-31-5-inches-113000956.html 1/17 Consumer Financial (cfpb.gov/) Protection Bureau LAST REVIEWED: MAR 13, 2024 Y • � F `/ Espafiol{cfpb.gov/es/obtener-respuestas/cuales-son-algunos-de-los=' Pos-de-e - as-Mas-C omunes-es-2092/) lore iirra son—ie C.>.3:.L(!r: f'tiast conil?`i on types cdl ffT4,L A. iC:f 1}tC what steps "io take to keep yo:.frse,rf, it}r lcwe•d on as, an d you r ' yir a A blcac} mailer's vniSsio}. }s to scare o-u if}"io sending there ilni::�i iey �by L�lr�;.'enfilg to Clist fl; ute private contort ---from your co }r':{I or or p! one, or shared Gvith thci . n over a- ernail, text, or social rnedia--tl"}at could ernlLa- rvass, you. They ey n-li9i'it Fisk YOU f£3 wii';✓ th,--�rn rnonc?y, or send it i1' li"t€ c r:14]I�il!5 f slur i.'s Cjiti= u tC±, tit' Cry/p�_� f lii"}£??-i(;v 3=€ie Jrnes'EiteS4 ;Cai"nmei's a. re Co _-ran9ers and od i er ii t-n es they might be sC>i"rluiJ}1e ycjki rnet t:;i`ilina and "I:hs`)1._ight You cot ild trust. l ,;,?1: to Try to stayivt lrn in spite of !-)I;.,ck'niailers' i �7's�#1"i: micic? :ion and high-prcSS-LH-1,:! 2r S"iop Con-u- }uni`"_t_3ting v-jiith th:rn and don t pay thei-n. li` '. p all messat ies as avid"ence to T elp I` t., '� �� i.}� ,-. �L l�r, ! fri :.t � fu t ; f d —i,i ",} ("i l l :,�, ( •-i_}}C^' �iJb t.fZ! 3�.. f 4t I\.... �.i i?! i } L! ...ir. }_ ii[ .. f%�-,t C_t .",; _ i s=iLli -. s, - •^. I'} t i ! 'i?:�7 `! ! r' "'v ... `;,�'- ' r . !-- i`` t`»,' �'-7 r, •1 - '-i s.� - ` } , "i- r �. t ; t' �t ji a i-'r1i lC=., E`st cdf..t..ltr Ll i:f _. _ kz �_:�_. 4}aj- 1ici�i_'r`:�.=:i:t:.J [cs(!i._. r.l� fc�].�i{.,_ `•:F't 1:L'c'��•..'i}. C�... j,.,.,1=.. 3 a—'J n?3! �_. £�4L (�.1or Miss g i' �.1 � _ '_'i! 7 C`i.A-ic`.t en's 4s�i/berTa lir}�e L"J (11LLp.�1.//r�.p0? I.CYd..1 e ri p.org/). From: Ben Eilenberg To: CityClerk Subject: Presentation for Ben Eilenberg"s presentation on Item 2 Date: Tuesday, August 19, 2025 4:35:07 PM Attachments: Peooertree O000sition.odf Peooertree Opposition.pptx RS358-011 (1).odf Survey.odf EXTERNAL EMAIL: Do not click links or open any attachments unless you recognize the sender and know the codibi is safe!!!. I have attached the powerpoint for tonight in both pptx format and pdf. I have also attached full copies of the pdf s involved for the complete record. Thank you. Ben Eilenberg z jFj GIS-NET Public x + rpgis.isd.lacounty.gov/Htmi5Viewerfindex.htmil.viewer=GISNET_Public.GIS-NET_Public — @ X o p Navigation Find Draw Measure Tasks Links Help A + - QP Well0me Zoom In Zoom Out Pan Full Extent Previous Extent Bookmarks Map Ravigation AffV:7572O07O15 = X < t+ Description + > 1 Parcel Profile Report ED Hyperiinks Assessor Map Book Page Assessor PAIS Assessor Portal Parcel Detail Building Permits Viewer fDPW) fir Metadata Details III AIN 7572007015 Situs Full Address NIA Tax Rate Area 07143 Tax Rate City RANCHO PALOS VERDES Use Code 019V Use Type Residential . Use Description Single - Design Type Building 1 NIA Year Built Building 1 NIA - Effective Year Building 1 NIA D 5. Units$uildino Ama02D01- 20�3 - i •,Y� 2M Eye 1�5001 Scale'.: 564 Type here to search k mToGI Labels X •� .` r tit' �-. 1 = r - 7572 i1J oG45 - l _"C- x. RAMICHQ PRf_O5 VERDE5 s: / r .��:. . A t. 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APN 7572—OO7--017 APN 7572-0�7 '3 :.l �' '• �' +ji _ ..�.li lam- �_ ...- __ ..fivf l fn C OVyk v g as 43MO x 36.00 in < June 41 2024 — City of Rancho Palos Verdes City Council Meeting "One of the really interesting things for my office that makes it very difficult in Portuguese Bend is that when you own property in the County, your piece of property is in a fixed location. We use a number of geographic pointers that establish where your parcel is. As you know the properties in these landslides are moving. So we actually have homes that are located on somebody else's parcel. There is nothing in the law that guides my office on how to deal with this situation. We have houses that may be two or three parcels away from the one that they own. So we've been asked how do we assess that and the truth is we pretend that they haven't moved. So you're still assessed with your parcel even though your home is on somebody else's parcel because the law doesn't give us any guidance on how to do things differently. And I'm not the guy who's charged with trying to figure that out. We're just paper pushers in a lot of ways." Jeffrey Prang — Los Angeles County Assessor Notice and Order to Abate a P. X m Agenda_ReporLpdf x + F ) (3 0 Adobe Acrobat: P6F edit, convert, sign tools chrome-extension:/jefaidnbmnnnibpcajpcglclefindrnkaj/https:j/rpm.granicus.com/MetaViewer.php?'view_id=5&event_id=2411&meta_id=130311 ® r+ rpvgranicus-.. 1 Agenda -Report - Table 1: Sub -Slide Movement Rates as of August 5. 2025 Sub -Slide Oct 2a22 Oct 2023* July 2024— August, 2D25 August 5, 2026 Decrease from July 2024 Peak Average Movement Incheslweek % KCL 0.06 0.33 4.34 0.0 100% PBL 0.17 0.91 11.02 1.60 85% ACL 0.14 0.72 10.25 2.72 73% Upper Altamira 0.08 0.52 9.17 2.48 73% Factor of Movement KCL 1 5.5 72.3 D - PBL 1 5.4 64.8 9.4 ACL 1 5.1 72.3 19.4 Upper Altamira 1 65 114.6 31 -Ivionrn or emergency aeclaranon **Month of peak movement rate Open Space, Palos Verdes Nature Preserve, Trails, and Beach Conditions Out of concern for public safety and in consultation with the City Geologist, the City Manager has temporarily closed much of the Portuguese Bend, Filiorum, and Abalone Cove Reserves (subareas of the Palos Verdes Nature Preserve) including approximately 16 miles of passive recreational trails. The City Manager has also temporarily closed Abalone Cove Beach, Sacred Cove Beach, and the beach below the Archery Range (east of Inspiration Point) in close coordination with the City Geologist, Los Angeles County Lifeguards, and the California Coastal Commission. Staff continue to monitor these and other areas, and extensive repairs will likely be needed before these trails and open space areas can be reopened for public use after the area has been stabilized. Emergency Stabilization Activities DD W Program Status The DDW component of the emergency stabilization funded by the City Council, inclusive of test boreholes and monitoring wells, is complete. Figure 3 shows the location of the DDWs, test boreholes, and monitoring wells. @ X QRelaunch to update Sign in rJ 1 Q. no an n 160 .�4 C R Octavio Silva <OctavioS@rpvca.gov>Wed, Nov 9, 2022 at 11:09 AM To: Sovereign Asset Managers <sovereignassetmanagers@gmail.com>, Planning <Planning@rpvca.gov> Hello, Your email inquiry was received. The City's Community Development Department does not issue permits in Zone 6 of the City's Landslide Moratorium Area. Thank you, Octavio Silva Deputy Director/Planning Manager Octavios@rpvca.gov Phone - (310) 544-5234 Address: 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 Website: www.rpvca.gov This e-mail message contains information belonging to the City of Rancho Palos Verdes, which may be privileged, confidential, and/or protected from disclosure. The information is intended only for use of the individual or entity named. Unauthorized dissemination, distribution, or copying is strictly prohibited. If you received this email in error, or are not an intended recipient, please notify the sender immediately. Thank you for your assistance and cooperation. City Hall is open to the public during regular business hours. Appointments are strongly encouraged, and virtual appointments are available. Many services are available online, including plan check review services. To schedule an appointment, visit the Staff Directory on the City website to find the appropriate department. Some employees may be working remotely. Please be patient with us as there may be delays or minor inconveniences in responding to your inquiry 1. Should we be responsible for nuisances that slid onto our property because of the landslide? 2. Should we be responsible for nuisances that are generated by other properties? 3. How did the City determine what the boundaries of our property were given the landslide? 4. Are we allowed to remove nuisances if we don't know whether it is within the boundaries of our land due to the landslide? 5. Are we required to remove the house that is now on our property? 6. What if that house is yellow tagged or red tagged? 7. If the City refuses to issue demolition permits in Zone 6, how do we remove nuisances that move onto our property? 8. Does the City contend that the most recent Record of Survey recorded with the County of Los Angeles is incorrect? 9. What steps did the City take to notify the surveyor and people who contracted for the Record of Survey that they believed it was incorrect? BOOK '� 5� PAGE_li - __- L=286.24' `�C - _. 72.00 . AN�(rA�fS SyO�a D (1 215.39 S F w NOTE. 6 ti, NO .MONIJ�,IFNTS WERE SET POIA'7. >It1GCd' AS I'AI�1 Of THIS . SI I V1=Y NOR P-06=1793440.665� N00 47'L - - �� p�4 ! LAS71NO=6692256. 902 143.Oc�Ssti'- a N7054'16"W CG,r,'P;:h'EJ.F4CLQR=I.OG^C26563 ' - - ?a00' (RAD) � �� (Gam . CONbEFCSVCE ANGLE--074'4.;.27162" N71 '44'45'E f � CON PGInfT 'QAr?1" 50.6G' � `x❑20^^'16" l�BELOW 95,78iJ=16349C7J.5t75 L=6247624r820- -5 . N2938'03"F '. �� >✓i0. L=19E.95 �_ N45'19'03"W1L ��_�1 f- �� XC C�u.12 r, POR. PARCEL 12p i �' 81.32'4;2.° 97.62' 0 o. y f� N 11 f' 6 - 3 �.A•6'A pC-1 L.;4_CA. ��^ 51 � o c,d-�.,�a �,a � ,;022 1 N2879'�1'E A:M. 1 ram.? o o 4 , �j N28'0137" ' ti A.M p Ti �ROSEAPPLE RD.17 MA y ®n 13 124,82' r �� ()� 64.10' �'�0�5�,r C 4!'h'1�A7;< S1h'fETj a �S'G _-z"�� = TANGERINE RD_,�� q ^06 ��- o _ (PRrI ATc sTREL T,. 1 . v u } NOTE' <BOUNOA?YLINES.SHOWN "4E N76273071= d 1i84 a o. �� o, INST. NO. 20211436955 O.R.. 259.24'. h c, :. rr , Lob ^^ i 0 A C k ES>ABLISH�� r hOM THE IVOR%':," � HOLDING Rt,'GRD ANGLES ANR N475'o8�i�' � (REC. 9/21/20221) 10 y; � 1�.54 DISTANCES PER SAID dIRACT. 129.39' r NOTE' QOUAG'nRY J'S7.ABLISIILU r4'89 99'1 0"4V HOLDING RECORD ANL,LES' AND G° O-' '3' �'1( Fo. 5&]; rLLCCI!}LC 147.OU � DISTANCE PER L.A.CA. N0. 51 L42 ALCEI'7EU PER i RD.F.S. C118, PC. 152 5 i �� C3�0CG* EL 254.&s'(Z`i+, ' � N �� LIMETREE LN. �<;� e G o A 1 p tib CA CURVE DATA �� Q, 2 137.2T u CUR? E DATA: �,�al� ��Ji�y A=J1.22'41 =663 5' �, F r �� ,� + SF kc> h� �tj'ti {PRII 471_ STREET) A+33'D4'On ! is=15'S8 1' R=2CJOf1.04 Y A �. . �.- 1 rr' _ , , - ti J , z L= 63._3' T-r�6, ' Q IJ ��7 Hop 2 ,/ �, s i � (�r Y.1LL1 r��.3a'' /. ti 29.74' LT557.7T T-28D71' I\ ,`v, �n4 h� Vi •� �, �, ,Q_ � ,-, ES1AB. 4T REC ANGLE & PGA, ` 3 1 D� `� �' �Q� �� 1J L!L!(�❑ L1 47 0.0 DIS7 3 o ; 7'1 FROkI SE PER ESTAB_ AT REC. TANGEre-J �1QQ.11'-ice W. �� }7 PGA, v L h i / - (` / a'1910.44' N7534 2 = `1 R - 0 ; ». z �^ DSO 1 aC r a , / ❑ 2 32"�'I a ..� £ D.F.B. C,1 ,PGS. 151-1 � a D,ST. 1280.71.) FROM NW' ?� - - 40'E 436. `,\ PER. C.S.B. 1084- 2 G ; a R=USi2D' m 82'S� v65'15'�0'E - / \r9 L= %98 ?,3' LINE TABI F_ LINE BEARING DISTANCE L1 N564724"W 3C,CO3' L2 N5.4332"W. 1F1.91' L3' N330X6.9''W 1CC6' L4 N5176109'E" 8398' L5 N38'49494 90, 10' L6 A'59 U6'51 "W 105. 99' L7 A'3U'12'J6'E 50.02' L8 LJ78100'7)1_1 8' 2'C' L9- N_307959'E. 198.04' L10 A',5940'49"If 179.24' L 11 N24.7243"W 29. 92' L12 N6870:551_ 234.CY L 13 A 55 47'04 "1N L14 1v4737'02"w 16�.01' L 15 N272248"W 149.37' L 16 N5770 27"W 160, 52' L17 . N82'49'40W L 18 ', !"89;'48'022'E 212 22' L19 I::7S'50J9_E .37.34' �20 N76 50 39 F 55166 ' L 21 A'79 54S6 "W 25 OG' L22 N 3 09'04 "W 126.34' L2.: lv8324'19'W 2_s.82' L24' 126.6:' L25 �,N3.3724'19"w Al i '42'12'E 150. 27' : SCALE 1" - 300' SHEET 1 OF 1 SHEET v L_ y PURPOSE OF SURVEY THE PURPOSE OF THIS SURVEY IS TO GSTABLSH THE DEED LINES of IN THE CITY OF RANCHO PALOS. VERDES, COUNTY OF LOS ANGELES, STATE'.OF CALIFORNIA O-INSTRUMI=NT NO: 20211436953 OFFICIAL RICORPS, RECORDED SEPI"EMBER 21, 2Q21, TILE = j OWESr OF O -INSTRUMENT 20201430.025 OFFICIAL RECORDS, RECORDED NOVEMBER 70, �021, BEING A SURVEY OF A PORTION OF PARCEL 120, OF L.A.C.A. NO. 51, AS PER MAP RECORDED IN _;..: t� �ob:. +^ 541 INSTRUMENT 202Q1430028 OFFICIAL RECORDS; RECORDED NOVEAHER 10; 2020, BOOK.1,. PAGE 1 OF ASSESSORS MAPS,,.AND PORTIONS OF TRACT NO. 14118, � ?j D INSTRUMENT 2020.430336 OFFlCI, ,L RECORD , RECORDED NO\ E1, DER 10, 2020, . IN BOOK 3_ BASIS OF BEARINGS. AS PER MAP RECORDED, IN BOOK;306, PAGES 34 AND 35, OF MAPS:, - E INSTRUMENT 20201430026 OFF1C1. L RCC01E7S, .RECORDED .h01Eh BI Rio. 20,0 - I-1EI-�'EQI� nRE BASED UPON IHL;'CALI1-i�Rtiit1 a��?'�i o RECORDS OF LOS ANGELES COUNTY. THE BEARLNGS sHEM - - , 4ORUNA11E SYSII_M OF'.1983, CC58�,,,.ZQNC EPOCH 2��10:00 A. F .. -INSTRUMENT 20210. 90324 OFFICIAL Rf_C OI i�S, RECORDEID FEt3RUARY 03, ,_021, 171ib OF SURVEY O DETERMINED LOr ALLY BY A LINE BETWEEN CONTINUOUS GLOBAL 0F.'R€:C 0 ---INSTRUMENT 20201430076 OFFICIAL RECORDS, RECORDED NOVEMBER 10, 2020, POSITIONING STATIONS (CGPS) AND/ORCONTINUOUS OPERATINGLM-AN� B I+�p, O INSTRUMENT 20201429939 OFFICIAL RECORDS, RECORDED NOVEMBER 10, 2020, - ❑ 8 _ sj 7 A, V REFERENCE STATIONS (CORS) „NOCO" AND "E R1" BEING � �5�0 , �1-00, Ni0'22'36"E AS �?ERIVED EROt} GEODETEC. VALUES PUBLISHED B'r' r (reiarRetorder/CountyGerk � -INSTRUMENT 94 ;C422.1,3 OFFICIAL RECORDS, RECORDED SEPTEf.,EER 07, 1994 _ -- R-208Cr N112'S2"i"i=62?_'00°THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), AND MEET AND TO SATISFY THE REQUIREMENTS OF SECTION 8762(b)(3)(4) OF THE 224.27' (R4C' I I L=299.50' R=1270,00' 1�176'09.J6"W NARCISSA DR. ;ALL THE REQUIREMENTS OF THE CALIFORNIA PUBLIC RESOURCES PROFESSIONAL LAND SURVEYORS' ACT. � � I L=141.12' 81.65' � iPtiIA;ESlRf_F_? CODE. Deputy ~ (60' WIDE) 1 1 DISTANCES SHOWN, UNLESS OTHERWISE NQTED, ARE GRID DISTAKES SURVEYOR'S: STATEMENT-. " �, 04E u s7 OF THE CALEFORNiA,000I?i]fNA.T .SYSTEM=OF 1983 zONE .5 IN U.:S. „ R8• -- ti5�2557::W, 775 ,r. 1r�,,. , 300 150 0 1 �o goo: 6ao -� _ ,.3 , � , o 0 A-905G 4 �� F^ 9 SURVEY .FEET. TO', OBTAIN GROUND DISTANCES. MULTIPLY THE- t�Ft,D. � ��IaC THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR... z -/ _. - I p=12'06'10 `. , E , � v--- L= 74..2 DISTANCE BY Tr_ SCALE FACTOR 1.00007734 . UNDER MY DIRECTION iN CONFORMANCE WITH THE REQUIREt,jENTS OF ---- R=594 71'1 L=274.2T THE PROFESSIONAL LAND SURVEYORS' ACT AT THE_ REQUEST OF GRr%IDHIC SCALE ❑W33'36;591, L=125,62' = � d � SOVEREIGN ASSET MANAGtEMENT, IN DECEMBER OF 2022• SWE�ETBAY RD. A-1� 0 0j, SCALE: 1' =?,dQ' (1'RlVA7T' STn'EET) h'=153.79' r �.�� .�r' r1�=tJ20.03' �� `' �O S L=1G3.65' 4=1$'09 � �� h I L=73U.97' ENO -> c 7 N86295c., F pp� �rj� (54 FEET) R=902 80' a r Cj,. �W" l 6/07/2024 CHRIS D. NELSON, P_L S. 6385 cU, F s Z. s, ., CHRIS NELSON & ASSOCIATES, INC. o` NO. 63� 5 No J� �- �TF Or COUNTY SURVEYOR'S STATEMENT 5 . L THIS MAI BEE N; �.E1�I; EXAMINED IN ACCORDANCE .WI�1-1 � �. R O � - � Q SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'' ACT THIS DAY OF �'U ( 20 z T m L.S.N. 9 . �. 8695 CO TY 5UR 'r Y __SEARCHED fOR NDTh1nG FOUND DEPUTY O F L ESTAB. BY RFC. TIES PER CA P. 4r F& _01�17,, PGS. 383-384 ESTAB.' AT REC, TAAICE�'; D1ST (280.71) FROM SE PER 0 S,B. 1084-2 A,�, y 1,� SEARCHED `ORN0171ING FOUND fi'9y 10 P.1. f 1, ESTAB. BY EEC, TIES 6.30' PER P.WF.B. 0117, PG. 753E CURVE TABLE C ilrvVE DELTA VADIUS LENGTH Cl -4. h 39"j 86D. 00' 86.72' 02 279'26" 300,00' 1217' C3 425258" 300.00' 224.53' 04 634'51 " ZC,.00' 34.46' C5 7405'54" 1 !0'.00'.129.33' C6 7702'33" 100.00' 134.46' C7 164.357" 1iQ.00 49.65' C6' 95822" 200..0.0' ,311:.81' C9 27'02'55 [50; 00 259, 65' 210 7528'37 550.00 1.48.57' E, F 12'18 58" 1 550.00' 118.23' 012 3.3942" 340.00' 21,73' C13 2925'79" 34J00' 174.5, ' C14 11 ' 6 4n 2 c -� 90 .00 20. 00 C;5 974'17` aCC,QO' t4.5.11' 116 130'03 90C:00' :23:58' C17 10,38'26' 9UG.00' 167.14' Cis 7,2154" 200.DO' 25.71' C19 3026'10" 90.00' 47809' C20 253337" I 900.00' 401.5D' r,1)548]2 W S C/L C1JR1� DATA � \ 45.G1' (RAD1 , 63.58' RADI / CHERRYHILL LN. E TAB, A T RFC. D1ST 1 N22'30'0o'E ( / N19V3'1__1 I 29.i4) FROM IVE PER ❑-38 37'�7" ,=4L10.OQ' "✓s . \ ` (i'1 IVATt_= sir,rET) 51.9345c ' thA LI � , - 8 J 702. fig' L-269.65' T-140. ]7' ask d' 7=4605 45" (50' ,t,1GE) 07 0� 179.2E i .L.r.B. U11tt PG. 1�2 �/ 9., o> h'64'05'19' W ! ��=28 08'18' L R-300:Oo' \ L19 L21(RA ? ri45'i0'46"W 92.14` f _ �, q _ 1 R Sa1.2o r s&W . Ls eR �0 L 2 1.36: _ . ; N89 r8 L r h'AD) /, ti ,U ^ s y 1 \ . _t 11 - f„358 48 E L=185.43 G- . P. ri., O1 r8, 'PGS. /cam , 03 �-444530'' I ,f f .: � �_L17 '18 All . .. I; F Q J 7.39 - � A'iG'4g'59 :E : - FS A=3249'19" �;4 t2; 102.30' EASTERLY LINE Of (R1) _ POMEGRANATE RD.� . - L-78.12' N5742'36"W n'=493.31' 1 B1(c:) _= 1z CsiAPLIAHED HOLDINC RECORD POR. PARCELS I i � L-286.[),, � � jPttirVA-ll: Sr'iCCT) `_ ('G _ ANGLES AND DISTANCES P R (\1 N2I21'G5'E 119, 721 & 122 )l , �(40' WIDE) D _ CURVE DATA L.A. C_ti_ NO. 51 ❑ 3d'� 1 '�6" R= 400.00' � � � � 60.:70' e � `' � `✓ r � `c � � 2 NOTE: _ , L A1L PG;1 8 syo . ,.,, T r , SURVEYORS L-24.r.02' T-=124.3G NARCISSA:DR. A,83439`.W > ��n {'!4 St'RtIriED FOR AOlr;�,.-. lOUND.. rn G.Op a' ti r T �LB i . `--_�. - - NO , .� PAft' 1:: 95.81 c> __ 60 �.::.. PI '�'8' ESTAB. � QY RED: �?N'GLE _ : �> (PRIVATE $TRf T) ). - lr _ 5.96 , _ 4 THE POF� �UGUESE LEND �AND:SLlDE :!N THE CITY OF RANCHO. PALOS . �,.,;-. � _� _. h� h ., � ,,, ,. � --' , ^ j. L y7p 2 56 �� f ,. 4 Q cnL�. DI,ST. �,_24.14 _ _ _ - - - � - x N66 06 5 60 F=ET } _ ' ,-�---�. it' g y i.. f :. - �- I NI 1 V 1=N.: SINCE �_. F VLhDLS HAS .I3!_LPJ: LXI !_tRlLNCING. S G F CANT LAND Mt,. EM. I _ •�. } : .. _ �_--- " `� �--- N ... :. r r _ 4 157 . - - YEARS, � � rr PEPPERTREE DR. �..,_:. 4,5_a 19.�6. OVE_I� 1'Ial= YLAI�S, THE 'C17Y' Qr RANCIIO PALOS �,�RDES HAS �;.' �D•3� ; � } -I � ,- � -.��" �---_1` - � _ = PRIVATE STREET %;' N8 , 965 .:`1s,'1�--._ R.D.t.13 0117,, PG. I, I, 11� DILIGENTLY. SURVEYED, 3MCNITORED,. AND DOCUMENTED THIS ONGOING _r., ( ) OS704': 63 SLOW -MOVING LANDSLIDE, CONFIRMING ITS CONTINUED ACTIVITY. � �(L �{f�i1£ DATA (70' WDE) ) �_� 65� C/L C21RVE DATA �� A f7 2261 7~��609 ACCORDING, TO THE CITY'S SURVEY' MONITORING REPORT` ,- THE GROUND , ^_R � //ti � ' �J 6 _. pLOS VE - \ L=485537" x-67 _00' !.L .':/: 4752.47" R�� D� � - - SURFACE WITHIN THE MAPPED SLIDE ;SREA CAN EXHIEII MOVEMENT r z LEGEND: E -�-� RANGING FROM AS LITTLE AS HUNDREDTHS OF AN INCH PER YEAR TO �� L=747.19' ,-t,9�.00' k�1 <, I �s ,/ 1253.49' T=665.69' ` y\ SEVERAL TENS OF FEET PER YEAR. w �� a j �,� ` f 1�)° - FOUND MONUMENTS AS NOTED , C L CURVE DATA. �• FOR MORE COMPREHENSIVE INFORMATION, YOU CAN REFER TO THE CITY � ' C<L CURVE bATA C /`r6 �, - - ^� �' (RI) TRACT NO, 14118; M.B. 306 PGS. 34-:_5 n=4473j0" ,;-15oo:cjct' �9� ,h , , 7 0.0a' OF PALOS VERDES LAND SLIDE RLI OI<IS AND ]'HE ANNUAL SURVEY __og ,. ❑ D5..947 R, 9p MONITORING .RLPORIS_ -_ \ 1 L=879.59 T-478:50 { NX 1 PI :FOR THE C/L OF. PALOS VERDES DR J_; ESTAB. BY COMPASS 2 n �� i O S ,r THE PRIMARY -OBJECTIVE OF THIS SURVEY IS TO EST.tiFLISH THE POSITION v�7;¢„; 3 . , RULE AD,,IU.;T«4ENT, . BETWEEN ESTAB: P��'il\TS "1❑ & � AND BOUNDARY LINES AS DEPICTED ON PORTIONS OF L.A_C.A. NO. 51, r C79 AM 1, 1=C 1, TRACT NO. 14500, M.E. 322, PGS 38 - 41, AND TRACT NO, L9¢Q �`- �� , r f �i- i411o, M13 30E�, I�GS 34 - 35. IIii=SE BOUNDARIES HAVE BEEN 8(TYP) - LOT PER TRACT Nib. 2J?29, M.B. 30�, PGJ. 34-35 DETERMINED BAS17D ON RECORD INFORMATION CALCULATED FROM PALOS � VERDES DRIVE SOUTH, SPECIFICALLY USING SURVEY MONUMENTS LOCATED 1 - SEARCHED FOR NOTHING FOUND, ESTA.ELISHED BY TIES AS. NOTED OUTSIDE- T'rEE. MAPPED LANDSLIDE AREA_ NOTABLY, MONUMENTATION �/ ACCURACY: '- WITHIN THE ACTIVE LANDSLIDE -AREA WAS NOT UTILIZEu.. IN ESTABLISHING C + OF PALOS. VERDES DRIVE, PER HORIZONTAL COORDINATES SHOWN HEREON MEET THE REQUIREMENTS 0:= THE THE RECORD BOUNDARY LOCATIONS, GIVEN THAT MARKERS WITHIN THIS CSB. 108273, ESTAE. BY COMPASS RUL CALIFORNIA COORDINATES SYSTEM, PUBLIC RESOURCES CODE 8801-8819, INCLUDING ZONE HAVE BEEN REPORTED TO BE IN A STATE OF MOVEMENT. Aj0A1377VEN7, HL-74Er=N EST/19 POINTSOIM A LOCAL_ ACCURACY LEVEL QI- 2 CENTIMETERS (0.06 FEET), CIRCULAR £RI'1oIR; �. PRQBABL.E AT -1-1 95% CONFIDENCE L=VET_ IN ACCOI�I}ANc WIIH I -HE FEDERAL THE POSITION OF THE MONUMENTS SHOWN HEREON ARE AS THEY WERE GEOGRAPHIC DATA COMMITTEE "GEOSPATIAL POS111ONING ACCURACY STANDARD, CONTJNUEI)-' T.G_ ESL �3-84 1=0UND AND SURVEYED ON DECEMBER 2022 THROUGH AUGUST 2023. PART 2, GEO�I-TIC CONTROL NETWORKS", FGDC-STD-007.� - 1998_ ABOVE JOB .NO•: 22-6504 LINE TABLE LINE BEARING DISTANCE L26 N7477'45"W . 125. DO' 7L27 r'74'17'48"W _2598' L28 ,'; , 5 4212 .E 1 j0,2, ' L29 N130920"W 86. 0' L W N7,5331054 12534' L,31 N7.53305"W 79.99' L32 N4C'11'21'E . I89.13' L33 i !E'02 58'E 174:49' L34 V257805'E 27.CO.' L.1 A'69 41 'S.5"'W 100 00' L36 N2518 05 7 ` 27. GU' L37 N17-47151E 164-76' L38 A173'i726"W SV.37' L39 N55107 25"iN 148.41 ' L40 N70'17264 79.63' L 41 N7017 25 "W 80. 37' L42 r170 r726:`'I'Y 1:92' L43 ,N2036'45'E 17886' L44 N13'0637'E 27.00' 146 N20'47'13'E . 770.34' L 46 N14 2655 - 27 60' L47 N825459"W 117.13' L48 N7224'19"W I8 2E' L49 N142654'E 113, 24' C 50 N, 0 R=620.03' L=130.97' /l � �J J \ \ s\ `17 \P 752-0� 10 6=18'0957" \ 20-�Yt 42=902802lAPN 7572-011-017 7286.24' 72.00' \O\� \ 0' 50' 100' 200' GRAPHIC SCALE SCALE : 1 "=100' SITE District 4 RANCHO PALOS VERDES .y � `P`nti Vl HUf ] OF 5 VICINITY MAP NO SCALE oqs. ROLLING HILLS Alk FS ,. H5, LEGEND (1"=20') NOTES: 1. BOUNDARIES SHOWN HEREON ARE BASED UPON A FIELD SURVEY AND GOVERNMENTAL RECORDS. NA GUARDRAIL REFER TO RECORD OF SURVEY SUBMITTED TO THE COUNTY SURVEYORS OFFICE FOR ADDITIONAL 'ARD FENCE INFORMATION. OLBOX GATE OL POINT HANDRAIL 2. TREE LINE CANOPIES ARE PICTORIAL, AND MAY NOT REFLECT TRUE DRIP LINES. NLET PAVED AREA 3. IF RETAINING WALLS OR SIMILAR STRUCTURES ARE TO BE DESIGNED FROM TOPOGRAPHY YDRANT ^'""^"' TREE LINE SHOWN HEREON, THE ELEVATIONS OF CRITICAL POINTS CONTROLLING THE DESIGN MUST BE OLE ^^^ BRUSH VERIFIED PRIOR TO ADOPTION OF FINAL DESIGN. -AP PARKING BUSH JCHOR ROCKS 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF THE TITLE REPORT. EASEMENTS IF ANY ARE NOT SHOWN HEREON. POLE CONCRETE POLE BRIDGE )X BERM )LE SIDEWALK TILITY ,BJECT CURB &GUTTER BASIS OF BEARINGS: IG METER - PAVED ROAD THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA DIRT ROAD COORDINATE SYSTEM OF 1983, CCS83, ZONE 5, EPOCH 2O10.00 AS UNPAVED AREA DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL WALL POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING HT REFERENCE STATIONS (CORS) "NOCO" AND "BAR1" BEING �-� _E RETAINING WALL N70022'36"E AS DERIVED FROM GEODETIC VALUES PUBLISHED BY HEAD WALL THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), AND MEETS STAIRS ALL THE REQUIREMENTS OF THE CALIFORNIA PUBLIC RESOURCES CODE. POLE SIGN RAMP E POLE SIGN RAILROAD DISTANCES SHOWN, UNLESS OTHERWISE NOTED, ARE GRID PIPE DISTANCES OF THE CALIFORNIA COORDINATE SYSTEM OF 1983, LEVATION CULVERT ZONE 5 IN U.S. SURVEY FEET. TO OBTAIN GROUND DISTANCES, BENCH MULTIPLY THE GRID DISTANCE BY THE SCALE FACTOR 1.000077347. C SIGNAL DITCH CSIGNAL PIPELINE SURVEYORS NOTE: AWN OBJECT POOL Y BOX POND THE PORTUGUESE BEND LANDSLIDE IN THE CITY OF RANCHO PALOS Y POLE VERDES HAS BEEN EXPERIENCING SIGNIFICANT LAND MOVEMENT SINCE LAKE 1956. OVER THE YEARS, THE CITY OF RANCHO PALOS VERDES HAS RIVER DILIGENTLY SURVEYED, MONITORED, AND DOCUMENTED THIS ONGOING SLOW -MOVING LANDSLIDE, CONFIRMING ITS CONTINUED ACTIVITY. IPE STREAM ACCORDING TO THE CITY'S SURVEY MONITORING REPORTS, THE UNDER CONSTRUCTION GROUND SURFACE WITHIN THE MAPPED SLIDE AREA CAN EXHIBIT MOVEMENT RANGING FROM AS LITTLE AS HUNDREDTHS OF AN INCH PER INDEX CONTOUR YEAR TO SEVERAL TENS OF FEET PER YEAR. 4TREE INTERMEDIATE CONTOUR "REE OBSCURED INDEX CONTOUR FOR MORE COMPREHENSIVE INFORMATION, YOU CAN REFER TO THE CITY OF PALOS VERDES LAND SLIDE REPORTS AND THE ANNUAL SURVEY OBSCURED INTERMEDIATE MONITORING REPORTS. NG &AWNING �r INDEX DEPRESSION THE PRIMARY OBJECTIVE OF THIS SURVEY IS TO ESTABLISH THE INTERMEDIATE DEPRESSION POSITION AND BOUNDARY LINES AS DEPICTED ON PORTIONS OF L.A.C.A. PAINT STRIPING NO. 51, AM 1, PG 1, TRACT NO. 14500, M.B. 322, PGS 38 - 41, AND TRACT NO. 14118, MB 306, PGS 34 - 35. THESE BOUNDARIES HAVE BEEN DETERMINED BASED ON RECORD INFORMATION CALCULATED FROM PALOS VERDES DRIVE SOUTH, SPECIFICALLY USING SURVEY MONUMENTS LOCATED OUTSIDE THE MAPPED LANDSLIDE AREA. NOTABLY, MONUMENTATION WITHIN THE ACTIVE LANDSLIDE AREA WAS NOT UTILIZED IN ESTABLISHING THE RECORD BOUNDARY LOCATIONS, GIVEN THAT MARKERS WITHIN THIS ZONE HAVE BEEN REPORTED TO BE IN A STATE OF MOVEMENT. ATTENTION: IF THIS MAP IS PROVIDED IN AN ELECTRONIC FORMAT (IE: CAD) AS A COURTESY TO THE CLIENT, THE DELIVERY OF THE ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF OUR PROFESSIONAL WORK PRODUCT. ONLY THE SURVEYOR'S SIGNED AND SEALED PAPER PRINT OR PDF FORMATTED DRAWING CONSTITUTES OUR PROFESSIONAL WORK PRODUCT. IN THE EVENT THAT THE ELECTRONIC FILE IS ALTERED, THE SURVEYOR'S SIGNED AND SEALED PRINT OR PDF FORMATTED DRAWING MUST BE REFERRED TO FOR THE ORIGINAL AND CORRECT SURVEY INFORMATION. CHRIS NELSON AND ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR ANY MODIFICATIONS MADE TO THE PROVIDED CAD FILE OR FOR ANY PRODUCTS THAT HAVE BEEN DERIVED FROM THE CAD FILE, WHICH ARE NOT REVIEWED, SIGNED AND SEALED BY US. LINE TABLE LINE BEARING DISTANCE L 1 N56 4724 "W 30.00' L2 N54332"W 151.91' L3 N33 03'09"W 10.00' L4 N5170 09'E 83.96' L5 N38 49 49"W 90,10' L6 N59 06'51 "W 105.99' L7 N33'12'36'E 50.02' L8 N78'00'11'E 87.20' L9 N3079 59'E 198.04' L 10 N59 40'49 "W 179.24' L11 N247243"W 29.92' L 12 N6870 55"E 234. 03' L 13 N5547104 "W 60.16' L 14 N4737102"W 160. 01' L 15 N272248 "W 149.37' L 16 N5770'27"W 160. 52' L 17 N82 49 40 "W 132.67' L 18 N89 48'02 E 212.22' L 19 N7650 39 "E 37.34' L20 N7650'39'E 55.66' L21 N1954 56"W 25.00' L22 N13 09 04 "W 126.34' L23 N8324'19"W 23.82' L24 N8324'19"W 126.60' L25 N15 42'12'E 150.27' LINE TABLE LINE BEARING DISTANCE L26 N74'17'48"W 125.00' L27 N747748"W 25.98' L28 N1542'12 E 130.23' L29 N13 09 20 "W 86.06' L30 N7533'05"W 125.34' L31 N7533'05"W 79.99' L32 N47'J1'56"E 188.44' L33 N18 02 58'E 174.49' L34 N2578'05'E 27.00' L35 N64 4155"W 100.00' L36 N2578'05'E 27.00' L37 N1747'15'E 164.76' L38 N71'70'26"W 80.37' L39 N55 07'25 "W 148.41 ' L 40 N7170'26 "W 19.63' L41 N71 '70'26 "W 80.37' L 42 N71 '70 26 "W 1.92' L43 N203645E 178.86' L44 N18 06 37"E 27.00' L45 N20147'13"E 170.34' L 46 N14 26 55'E 27.00' L47 N8254 59"W 117.13' L48 N7224'19"W 182.26' L49 N14 26 54'E 118.24' L50 N7533'05"W 36.46' CURVE TABLE CURVE DEL TA RADIUS LENGTH Cl 5 46 39" 860.00' 86.72' C2 2'19 26" 300.00' 12.17' C3 425258" 300.00' 224.53' C4 634 51 " 300.00' 34.46' C5 74 05'54" 100.00' 129.33' C6 77 02'33" 100.00' 134.46' C7 16 43'57" 170.00' 49.65' C8 95822" 200.00' 34.81' C9 27 02 55" 550.00' 259.65' C10 1528 37" 550.00' 148.57' Cll 127858" 550.00' 118.23' C12 339 42" 340.00' 21.73' C13 2925'19" 340.00' 174.59' C14 17624" 900.00' 20.00' C15 974'17" 900.00' 145.11' C16 130'03" 900.00' 23.58' C17 103826" 900.00' 167.14' C18 72154" 200.00' 25.71' C19 3026'10" 900.00' 478.09' C20 253337" 900.00' 401.50' O�PL LANQ 0- D . A/ SG� p R Y 101WI qTF OF - DATE: OCTOBER 06, 2023 V� o ul co z T W zZ O Z z co uj 0 N � W = U Jao Ld z o o VQ �� o Q O Z N T Cn ^ T � M 0 fd t/i N O o rn o � 0� N w t= � r > a =.. _ W m L 0 -� U 0 0 Q 0 0 N Co U') W 0 z z z a 0 i--i u U') w � o W w Q 0 oC4.. ti U J N W O p n J O O � o o ul ��Q o o V rn ,� W oo L a o W o CL o � � V V�o z ov O O66 I� \' U O J JOB NO. 22-6504 SCALE: 1" = 100' DATE: OCT, 2023 DRAFTED: SDN SHEET NO. I OF 1 SHEET CITY OF LMMA� RANCHO PALOS VERDES TO: HONORABLE MAYOR & CITY COUNCIL MEMBERS FROM: CITY CLERK DATE: AUGUST 19, 2025 SUBJECT: ADDITIONS/REVISIONS AND AMENDMENTS TO AGENDA Attached are revisions/additions and/or amendments to the agenda material presented for tonight's meeting. Item No. Description of Material 4 Email from Eva Albuja ** PLEASE NOTE: Materials attached after the color page(s) were submitted through Monday, August 18, 2025 ** Respectfully submitted, C-4�&V-eie� Teresa Takaoka LALATE CORRESPONDENCE\2025\2025 Covers heets\20250819 additions revisions to agenda.docx s x Outlook FW: Graben Winterization From Ara Mihranian <AraM@rpvca.gov> Date Tue 8/19/2025 3:16 PM To CityClerk <CityClerk@rpvca.gov> Cc Ramzi Awwad <rawwad@rpvca.gov> 8 4 attachments (969 KB) IMG_6726jpeg; IMG_6721jpeg; IMG_6725.jpeg; IMG_6720.jpeg; Late correspondence for tonight. Ara Michael Mihranian City Manager aram@rpvca.gov Phone - (310) 544-5202 Address: 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 Website: www,r�vc `3J 1 AD 0" k^" "In ,<t,., , _ (3 '.,r Of From: Ramzi Awwad <rawwad@rpvca.gov> Sent: Tuesday, August 19, 2025 2:26 PM To: Ara Mihranian <AraM@rpvca.gov> Subject: FW: Graben Winteraztion Did not see you copied on this email... From: Eva Albuja, <ev aN<�ib�.aj:aCC?grnaL1x- rn> Sent: Tuesday, August 19, 2025 2:06 PM To: Paul Seo <LLau esLcLL@ avc ,goy>; Stephen Perestam <step era.per st ,in �pn�aa.�,rsu>; David Bradley <rvic.rG,clescziJvcmc�>; Barbara Ferraro <Nru�rbarawerrsrcl?risvcµ v>; Ramzi Awwad <raww�acl(rp�r_;bv>; George Lewis Subject: Graben Winteraztion EXTERNAL EMAIL: Do not click links or open any attachments unless you recognize the sender and know the content is safe!!!. August 19, 2025 q City Council of Rancho Palos Verdes Dear City Council Members, I am writing to urge the City Council to prioritize the resurfacing of the graben at the intersection of Exultant and Admirable Drives. This area requires immediate attention to redirect water collections toward the centers of both streets, alleviating the ongoing issues that have plagued our community. As residents, we are exhausted and deeply frustrated by the unsanitary conditions created by tarps that pool water, resulting in persistent sewage odors and breeding grounds for mosquitoes. Over the past month, we have experienced multiple incidents involving individuals under the influence of drugs harassing residents, climbing the green fences, and scouting for unauthorized entry points. With the winter months of 2025 approaching, our community deserves better —prompt action to restore safety, hygiene, and livability in this neighborhood. I understand that previous discussions have highlighted concerns about the weight of new asphalt and potential sewer system plans impeding progress, as well as the associated costs. However, I would like to respectfully counter these claims with evidence from recent activities in the area, demonstrating that resurfacing is both feasible and urgent. First, regarding the weight concerns: The Los Angeles County Sanitation Districts have already removed their temporary scaffolding and filled several sections —each approximately 8 feet by 10 feet by 10 feet in dimension. These were supported by steel trench boxes, each weighing around 6,000 pounds, with two to three in use within the graben section. Heavy equipment has been operating there extensively, including a medium Cat D6 dozer (weighing 45,000-50,000 pounds) combined with a small Cat D3 (18,000-22,000 pounds). This week alone, two excavators, each weighing about 56,900 pounds, have been removing the corner house. Moreover, the site has served as a staging ground for dirt, gravel, and other materials for years. To put this in perspective, resurfacing a 30-foot by 30-foot area (900 square feet) with 3 inches of asphalt would weigh approximately 32,636 pounds, while the same area with decomposed granite (DG) would weigh about 27,000 pounds. The graben has endured far greater stresses from contractors and city operations without issue. Removing existing materials and replacing them with new asphalt or DG to properly channel water would impose no additional burden beyond what has already been tolerated. Second, on the matter of land stability and the need for further geological assessments: The area has shown no movement since October 2024, and it is time to heal this corner of our community. Additional geology reports are unnecessary for simply smoothing the graben, as the City has already approved the removal of the steel boxes by LA Sanitation and their subsequent filling with gravel —estimated at 100,000 pounds per site, or 200,000 pounds total for the two locations. This approval confirms that the site can handle such modifications without further delays or studies. Palos Verdes Drive South, with its more complex geological composition, has not prevented similar maintenance elsewhere; we must not accept more excuses for inaction here. Water intrusions from canyons and upper streets must be redirected now to prevent further damage, rather than later when conditions worsen. Third, the current state of the graben is a disaster that actively attracts drug addicts and criminal activity. In the last 40 days, we have had four incidents of individuals nearly driving through the gates or climbing them. To deter this, I propose removing the existing fences and installing more natural barriers, such as wooden posts and planks similar to those at the cliff viewing areas. This would transform the site into a perceived nature reserve, reducing its appeal as a hotspot for illicit behavior and enhancing the overall aesthetic and safety of the neighborhood. In the areas of where the cars could drive in, add a few meridians as those have been used in parades and events. The fencing that currently is located at the end of the streets is useless when the winds blow down the fencing. Finally, addressing the cost concerns: Supervisor Janice Hahn has donated millions toward improvements in this area, and a portion of those funds should be allocated to resurfacing the graben. Additionally, many residents did not claim available reimbursements, and those unclaimed funds could be redirected here. Furthermore, I question the necessity of the daily watch guard stationed next to the fire station, with flashing lights but no active enforcement. This guard remains stationary in their truck, drawing a substantial salary while failing to prevent prohibited vehicles —trucks, bikes, and others —from entering the landslide zone. Reallocating this salary would provide immediate resources for fixing the graben without straining the budget. In summary, the time for excuses has passed. The graben can and must be resurfaced promptly to address water management, sanitation, safety, and crime prevention. I implore the City Council to act decisively and allocate the necessary resources before winter exacerbates these problems. Our community has waited long enough; we deserve a safe, functional, and welcoming environment. I would appreciate a response outlining the steps you plan to take and a timeline for implementation. Thank you for your attention to this critical matter. I have attached photos of the equipment that has been in the area, and the most recent criminals that threaten to punch Sha in the face. Sincerely, Eva Albuja Eva Affitija 310-351-3113 A wl%r�-fe . 1) CITY OF kAkh't RANCHO PALOS VERDES TO: HONORABLE MAYOR & CITY COUNCIL MEMBERS FROM: CITY CLERK DATE: AUGUST 18, 2025 SUBJECT: ADDITIONS/REVISIONS AND AMENDMENTS TO AGENDA Attached are revisions/additions and/or amendments to the agenda material received through Monday afternoon for the Tuesday, August 19, 2025, City Council meeting: Item No. Description of Material C Email from Jim York Respectfully submitted, a.�Ccg�J Tere a Takaoka LALATE CORRES PON DENCE\2025\2025 Covers heets\20250819 additions revisions to agenda thru Monday.docx 104 Outlook Greater Landslide Area Development Regulations-8/19/25 City Council Meeting Agenda Item From Jim York <theyorkproperties@gmail.com> Date Sat 8/16/2025 5:14 PM To CityClerk <CityClerk@rpvca.gov>; CC <CC@rpvca.gov>; Ara Mihranian <AraM@rpvca.gov>; Brandy Forbes <bforbes@rpvca.gov> Cc Scott B. Birkey <sbirkey@coxcastle.com>; Andrew Sabey <asabey@coxcastle.com> [Some people who received this message don't often get email from theyorkproperties@gmail.com. Learn why this is important at https://aka.ms/LearnAboutSenderldentification ] EXTERNAL EMAIL: Do not click links or open any attachments unless you recognize the sender and know the content is safe!!!. Not all the land in the greater landslide area has the same geological conditions and factor of safety. Some land is currently moving and other land has not moved in thousands of years. Future building restrictions should be based on a map prepared by the city geologist showing the geological conditions of specific areas. Jim York 6001 PVDS RPV C.