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HomeMy WebLinkAboutTract Map 33584 Addendum to Geotechnical ! , ,l � � , �• + ; -�eo : : � ` J -�--= � � � � Mat�� ��n a orator�es nc. eo a� es � . , , Soil Engineering, Environmentai Engineering, Materials Testing, Geology April 29, 2014 Project No. 11081-01 TO: Mira Loma Recovery, LLC 6430 West Sunset Boulevard Suite 460 Los Angeles, Califomia 90028 ATTENTION: Mr. Jim Ahmad SUBJECT: Addendum to Geotechnical Report, Tract Map 33584, A.P.N. 944-060-006, Proposed 57 Single Family Homes, Northeast Corner of Mira Loma Drive and Rancho Vista Road, Temecula, Califomia Introduction In accordance with your authorization we have prepared this geotechnical s{ope stability report for the subject TTM 33584. No subsurface work was conducted to prepare this report. Geotechnicat data from previous subsurface work conducted by this firm on January 15, 2012 and earlier work by Inland Foundation Engineering was utilized. Site Description Two slopes were analyzed for global stability. The slopes were taken along two cross sections. The first section is for a slope height of 42 feet taken from the intersection of Mira Loma Drive and Rancho Vista Road and through Lot 12. The second section is for a 24 feet high slope taken from Rancho Vista Road and through Lot 15. Currently the area of the existing 42 feet high slope is inclined at 2H:1 V; and the area of the 24 feet high slope is inclined at 1.6H:1 V. These two sites are representative of the sloped area of the TTM 33584 along Mira Loma Drive and Rancho Vista Road. Subsurface Material The results of the previous subsurtace investigations indicate that the site is underlain by both native alluvial soils and native materials of the Pauba Formation. In addition, manmade fills were encountered in the lower portions of the property, away from the slopes. Geotechnical log for previous work are presented in Appendix B. The proposed slopes along Mira Loma Drive and Rancho Vista Road consist of sandstone member of the Pleistocene Pauba Formation, native bedrock for the region. Refer to the geologic map in the referenced report dated August 31, 2013. The soils are moderately to very dense and firm to hard, consolidated, and indurated. No faults have been discovered or reported within the area of the site. No fault zones are reported in the tract by the Riverside County. 9980 Indiana Avenue • Suite 14 • Riverside . California • 92503 . Phone (951)688-5400 • Fax(951)688-5200 www.qeomatlabs.com, contact: infoCa�qeomatlabs.com e-mail geomatlabs cLDsbcglobal.net �`entativ�Tract M�p 33584 Project No. 11081-01 �ity of Temecula, California April 29, 2014 Geotechnical Parameters Laboratory direct shear tes�s performed earlier on selected soil samples appl�cable to#his work were utilized in this an�lysis. The testing was conducted and reported by Inland Foundation Engineering in 2005. A graphical representation of the direct shear labora�ory testing is presented in Appendix C. Borehole De th Class Phi Cohesion Dr Densit Moisture Cont�ent g-01 11.5' Silt Sand 36° 383 sf 11� cf 20% B-01 35' Silt Sand 40° 280 sf 102 cf 4% 8-01 50' Silt Sand 34° 5 sf 110 cf 15% The design values utilized in this analysis are 34° and 250 psf. Proposed Slopes We understand that the slope along Mira Loma Drive and Rancho Vista Road May be graded at an inclinatinn of 1.5H:1V. In order to evafuate the slope fiar global stability, two cross sections vvere assembled for the slope. The location of the cross sec#ions is shown on the Geotechnical Plan, Plafie 1. Cross Section A-A' was assembled for fhe highest part of the slope, 42 feet in height. Cross Section B-B'was assembled for the steepest and Highest portion of the slope. The existing grade at Secfiion B-B' is inclined a� 1.6H:1 V and is 24 feet in height. The slope has been at this inclination, at least, since the earliest geotechnical work on the site, 2005. Refer to Piate 2. Surficial Stab�l�tv � . Based on laboratory shear test resuits for native soil and considering the proposed slope inclination, surficiaf sloughing is not anticipated. Safety factor against surFicial instability exceeded 1.5, refer ta calculated safety factor in Plate 3. Howe�er, local sloughing cannot be entirely precluded. Permanenfi devices should be designed by the project civil engineer such as but not limited to wall free bvard, "V" ditches, benches, planting, etc to minimize and contain any remote pop-outs. in addition, to minimize the potential for surficial sloughing the slope shnuld be planted with appropriate vegeta#ion and ground cover. As a minimum the slope maintenance guidelines presented in previous reports should be followed. Glabal S�abilitv An2�lvsis �tability calculations were perfarmed to evafuate the probable static and dynamic gross stability o� the proposed configuration of the slope utilizing the simpli#ied method of slices by Bishop. In con�idering the stabi(ity of fihe slope, a basic soil fiype of siity sand for the native Pauba Formation was �ased. Shear streng�h parameters used in computer software were based on direc�she�r te�t resu�s of rel�fively undis�urbed s�mples ob�ained fr�om th� site'� hiliside. 1�hc resulfis ef�he st�bilify an�lysis�or homagenous slope ma#er�al in�icated th�t the propos�d �lap�configuration �t 1.�W:1V will be adequate with � saf�ty facto�of aver 1.5 ir� �tatic condi�ien and 1.1 in dynamic conditie�n. Continuing stability of the slape wifl greatly depends on controiiing the w���r, proper planting �nd main#aining th�dr�inag��ar praper functianing. Slope �t�bili�y �nalysi� i� presented in App�rtdix D, �urrtmary vf��st re�u1�� is�s fiallorrvs: GeaM��Te�tir�g L�boratories, In�. �'age 2 Tentative Tract Map 33584 Project No. 11081-01 City of Temecula, California April 29, 2014 Slope Global Stabilit Safet Factors Static Condition D namic Condition 42' H i h 1.91 1.39 20' Hi h 2.22 1.70 Drainaqe Drainage from streets should be adequate so as not to allow over the slope drainage. No water should be alfowed to pond above or drain freely over the slope face. All collected water should be conveyed to appropriate devices and in no case should there be any discharge on the slope face from any source. To help retard slough action, the slope should be planted with a drought resistant-deep rooted plant cover. Irrigation should be kept to an absolute minimum and turned off during rainy periods. Victor control for gophers and other burrowing animals is important on the slope to help slow sloughing. Irrigation piping should not be placed underground. All other slope maintenance, drainage, grading specifications, etc recommendations presented in our previous reports remain applicable. If you should have any questions regarding this report, please do not hesitate to call our office. We appreciate this opportunity to be of service. Submitted for GeoMat Testing Laboratories, Inc. �1�.�����,1� �� � '���J�..+�....� , , �. �� ��,�'+J'�+��+I l�,� ,1, Haytham Nabilsi, GE 2375 ��a.�� Project Engineer � � �„ 2 ;.� Distribution: [3]Addressee ,� `� � � ��,. Attached Fiqures And Appendices Figure 1 Site Location Map Plate 1 Geotechnical Map Plate 2 Cross Sections A-A' and B-B' Plate 3 Surficial Slope Stability Appendix A References Appendix B Exploratory Boring Log, (Inland Foundation 4/19/05) Appendix C Laboratory Test Results, (Inland Foundation 4/19/05) Appendix D Slope Stability Evaluatian GeoMat Testing Laboratories, Inc. 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TC �5 11 88 TC 1102.66 TC 11�.4 TC 1702,38 _ �I � w LAN PFRMIT TC � 0 �"'�--�- -;,, �� \ �� i . . � 11��.12 7C_ 110Z.75 T " � � � ` �ioz.n rc � nes.:,�ic ---- -- -�- - - -�O-- --1 1 2 .� a �� �------ _ r� N CONSTRUCTION NOTES: titi � . ,,. \� ,t. t A T to^� '-- _ , _._ �- � � PAD= PAD= = N .vI � '� j� ----�'" "--- M W� O1 CdNS1FtUCT TERRACE DITCH PER OETAIL SHEET 2 \ ��39� � � � o a P�p_ 1103.3 1103.1 11 s / 1 � iC iiio.5 � f'AD= n � � � PAO- PAD� 1103.8 HOA EASENENT ? . �( II O c0 O2 CONS1ftUCT V-DITCH PER RETAINING WALL OETAILS SHEET 2 ,y ��ps y � 5 PAD= �tipg 8 1+03.8 - F���� �ti �,� �� � '�--._.,__� � s l PAD= P D P,AD{' f,�L= ' 11f'3.9 �n rW n:' 4 PURPOSES �'� � !� C� Q �Cl] ,h c... 1103.9 1103.6 lt6o�init ,jf �26. 2 �' Gj 3U CONSTRUCT V-DITCH RISER INLET W/PIPE PER DETAIL SHEET 2 4> 1 �Q_T 1103.2 11D3.4 3 /���,'�-�;���7 � j 'I �l F.. � � � P R O PuS E O . 1�.5� 5 . ' � �I B 2 7 8 i T b� W '� 4O CONSiRUCT RIP RAP PER DETAILS SHEET 2 arv ao _ i��f�� tize.o� - �sI p� \� t�.jQ � . � � �--1 � 5 -.__-"} I� '" '� I � 5O CONSIRUCT CSP 12'PIPE PER�ETAILS SHEET 2 �> S6. ---��'`��_ J 2 _ B` - _ rI I 3 6_,_„""il "�� x�� Z� _� � � �� � a O6 CONSIRUCT RETAINING WALL(PER SEPARATE PLANS dc PERNITI � �tf19 T�� �� � 6 4:t Yut ? ,_r. _ _ � �� � � � � tr' N I g O7 REMOVE EXISi1NG ITEM PER PLAN PM 21014 � ,ap�c � � � � � ' HIGH RESIDENTIAL PERIAl7Ai�_4u ���, . 2 �_`~` ` r,ry � II � O8 REMOVE EXISTING 8'OOMESTIC WATER LINE PER RCKD STANDARDS PM 133/13 �A�� rc �� � _�� � Z��--- - � 1�� _-.--� � 'll 111�3.21 � 9� CONSTRUCT DRAINAGE OU7LET PER STREET IMPROVEAIENT PLANS/STORM �� �ra++��w� �_ ��--^^ _ J `�` ��a��� � ��c �R sErutnt� �9� -�"__ / DRAIN IMPROVEMENT PLANS HEADWALL DETAIL 2 SHEET 8 OF 10 P��,.p�qy�i �� � - FG- ' � ' aa�.4� x�� 4 / 6 10 CONSTRUCT GRATE INLET PER DETAII SHEET 2 \ 1RnCT BWNDARY -- =___-�_ _______________ i/� I � f11,7Zy ��]�q,,� UUIi OF IX7ADIHc � --- - - �i \.... `''`-'- .` `__T� 7C� PERI/IiRr ENEDIAL 11142� � .-.-.-'_----- .' I 11 CONTRACTOR TO REMOVE&DISPOSE OF UNSUITABLE ALLUVIAL SOILS PER ____ _ ckapiNc TC ���44�5�� � � GEOMAT TESTING LABORATORIES,INC.LETTER OATED FEBRUARY 7,2Q14 r�c�csrn Hernaein� -- -���?A LOMA DRIVE �r�" ` s ON SHEET 2 WALL PER SEPARATE "` - - _ s PIMI kND PFA4R --_-._-- - ---.-_---- ..��--``__ - - -------� .�__. I � f � � .�.�_. I �� � P M 21014 `-� � ► � HIGH RESIDENTIAL i UNDERGROUND SERVICE ALERT No E: PM 133 � • ALl RETAINING WALLS TO BE PER SEPARATE NOTE TO CONIRACTOR: /13 � I GRAPHIC SCALE o � DIAL TOLL FREE PLAN AND PERAIIi. CONTRACTOR SNALI NOT PERFORlA ANY EARTH 1 I o 20 4a eo ieo � • ALL EXISTING POWER PaLE ANO OVERHEAD � 1-800-422-4133 IINES TO BE REMOVEO PER SCE SATISFACTION. DISTURBING AC11V1TIE5 OUTSIDE iHE LIMITS OF � • AlL EXISTING PAVEMENT,iREES,CONCRETE, GRADING.CONTRACTOR SHALL DESIGN,PERMIT� AT LEAST TWO DAYS �GHTS,ETC.TO BE REIAOVEO AS PART OF PROVIDE TENPORARY SHORING FOR ALLUNAL s (QI FEEI') � GRADING OPERATION. RE610VALS h RETAINING WALL CONSIRUCTION. i inch=4o tk � BEFORE YOU DIG XXXX-XXXXX � UNDERGROUND SERVICE ALERT Of SOUTMERN CAU(ORN�A � Scale: PLAN PREPAREO BY: Drawing Nu. °' CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK T� � AS SHOWN T VA Consulting,iIIC RECOMMENDED BY: DATE: C I TY O F T E M E C U LA DEPARI�4EN1 OF PUBLIC WORKS � HElO VERTICAL AT J 63 RIVERSIOE CGUNTY UESIGNAl10N 600-7-fi8 � /� � Ccntraclor _ STANDARD BRASS OISC STAMPEO J 63 AT lENEWLA,ON AIAIN STREET,100 FEET SOl1TH OF -- � ��g�N���O�y a ---------------- Drawn b ACCEPTED BY: AND ACROSS THE STREET FROM iHE POST OFfICE,AT A HOiEL BUILDING ffOFMER FlRST Y� r _______ _. NATIONAL BANK BWLDINGI,SET 4ERTICALLY IN 1HE NORIHEAST CONCAEIE WALL,1.5 FEEi + , 4dcy;,�.:E�zr.�in-,y� �9;a�t;a.,.�,�i. DATE: � Inspector � NORTH-HEST OF hIE EAST CARNER OF A OOOR COLUNN AT THE EAST C4RNER OF 7HE OONBULI7NG RONALp J.PARKS /� ♦nC � Designed by: im�u,e.cn��sia �aae��e;s,�z F<.�: DEPUN D'�RECTOR OF PU�UC WORKS RQV�IH GRl'11JG PLAN . ___._._.._..__ � BUIIDING,2,3 FEET A80VE THE FlRST CANCRFTE ENIRANCE STEP,ANO ABOUT 2.5 FEET HI�HER Dote UNDER THE SUPERNSION OF: THAT THE STREET Q Completed _ __ ____________ __ __ pATE 1970 ELEVATION 10�5.651 WGV019 CIIY OF TENECULAI Checked by: 19744 �, 6 � NGS DATA HAS A OIFFERENT NG4029 ELE4ATION<1005.81I EOWARD DAWSON GROVE R,C.E 61374 pq� H��%�E No. Gxpiroe Sheet of x ��_ - Q � �, � � � o � � m � o b- r- - � � � � i 4� (3 N � N � J N r �' r- k � �f Y W W < Q � O � 'a � O ,� O � � � � Q t Q� , 0 Q O '*-' N r �' O .0 0 0 � N S] �' N # � N � `- � 00 � � 00 � p N � � � � � Z �, � '� � � V � � w � N i I— U O � � � +, � w � U �- +, O � CO % � CU '�n � � Q V 'F"' o � O � C� ,;" 0 �' � o 0 � W �' � d' c� y>-' w�_�' Q � u� O r O N N � � � N Q � Q � � � , � m Q M N � O t� d' � CV � O r r- �- r' � � � � r- � c- � r- � r- � � � � r- �'�'� 33584 Praject No. 11081-01 Temecula, California April 29, 2014 1 I ILt � �-� a�turation n� �h) = q., �ilT�tal Unitl�I�i�ht �Yt) � 1 cf �il u�y�nt i�ht � . � IopeAn�l� ( }- ° oil �h�si n ( ) � 5O psfi il ri�ti�n n I � ) = ° � _ r � � FS�1.5 e�d�sired H �zan�o�saturat�a�, usually��k�r� as 499 unl��s �n a�rd ��gi�ns�r whe�� G i���ry deep, in �h����s� H � 2' i�su i�w�n�n pla�e 3 ��olVi��`T���i�g L�b�r�tari��, in�. • en ix � � � � - ; e-� . . � � i � a �_ � . , `�entative Tract Map 33584 Project No. 11081-01 Cifiy o�Temecui�, California August 31, 2013 R��ER�[�l�E� Inland Foundation Engineering, Preliminary Geotechnical Investigatian, Proposed Residential Development, Mira Loma Drive, Temecula, California A.P.N. 944�060�U�6." Repork l�ated April 19, 2005, Project Number P283-003. GeoMat Testing Laboratories, Inc. "Preliminary Geotechnical Invesfigation Repork Update, Tentative Tract Map 33584, A.P.N. 944-OGD-006, Proposed �esidential Development, Northeast Corner of Mira Loma Drive and Rancho Vista Road, Temecuia, Califiornia." Repor� Dated December 30, 2011, Project No. 11 Q81-01. GeoMat Testing Laboratories, Inc. "Additional Subsurtace Soil [nvestigation, Review of Rough Grading Pian, Foundation Recommendations and Liquefac�ion Ana[ysis, Ten#ative Tract Map 33584, A.P.N. 944-464-�06, Proposed Residential Development, Northeast Corner ot Mira Loma Drive and Rancha Vista Road, Temecula, California." Report dated February 11, 2012 GeoMat Testing Laborafiories, Inc. "Geotechnical Repart, T'rack Map 33584, A.P.N. 944-060-00�, Proposed 57 Single Family Homes, Northeast Corner of Mira Loma Drive and Rancho Vista Road, Temecula, California." Report Dated August 31, 2013, Project No. 11081-01. VA Consufting, Inc. `"Rnugh Grading Pian,TTM 33584". Pfan printed on 4/16/2�14. �eol��t 7�estirtg L�bnr�forie�, Inc. Appendix A en ix ► ' � i �� : ; � � �� � a _ . , . , ; � � ���� �� El�v�tlon: C}�#a(s) t�ri6i�ad: 3fTl�� Logged by: �� l�rilling �ethod: , �totary J�ug�r � Warnmar Type. ._._.,. „ ,,�uto»�'e�_p briE�ing Rig: CMlE-�'S H�mm�r Weight: �40 i�. Barir�g Di�mafer: �a�inch�� Mammer l�rap: _ �U-it►che� _ S��lIMA1�V t�� �U��€�R�'A�� GC�N�iI"�CJN� �M��'�� 1't�is s�mmary a�pl�^s onty at th�lucatbn o##he�aring�rxi�t#he ti��o�dtiiling_ � w � �., � Su�sur�ace cand�Eons m�y�iNer�t other lacatians and may change at th�s a �, � �., locatio�with th�p�s�aga ot tima. The data presented is a simptifir,�t�on of � � _ � � � <? acEual corrditions encaunter�an�is re r��antakiv�a4`int�rpr+�tatior�s m�d� c� � w a � >U � � d u r i n g d�i lq n g. C a n i ro s tt�g d a t a d erir��f�om laharato r y�na�rs�s sna y no#ba �u Q,, � � �a w � � re�e�t�d in tlt�s�r e prese�tai�oas. � � � J C► �� w� �2 c� a� c�r aa � � �U Af��'IFI��AL F1L�,SILTY SA�D, �ne to medium grained, �4 91 k�rown, rr►otaf, laose tQ medium der�se. �SC SlLTY CLAY SAND �ine to medium grained widn�I�ay, SS 3 15 1 f� � ��t� k�rown, mais�,lc�ase to met�ium d��se. 6 : �:Sfi� StL� �ne grair�e�, brown,moist, r�edi�m dens�. �S 8 14 197 8 -' •:5M SI,�,TY SAND,fne ta rr�ed�um grai�ed, browr+� maist,medium 5S 27 2� 114 14 dense. �� �t�in lay�rs�a�dy silt�hraughout- S!L Ci..AY,fine rained, ra br�wn,moist hard. SS �� 2� 7�8 �:;�. A�l� ,S�,�I„�,��ne to�o�rsse grained wath�ra�Ge gr�vel,b�wn,�lightt� 3� 15 �� maiat,dense. SS 21 3 105 �a 2� �rnore gravel�t depth- SS 5fl14" 3 89 �5 S� 35 � �10 '�1N �11�L�.GR�Ct��SAI�[�with S1l�TY C�.AY,medium to very 47 SC co�rse grair�ed with gr�vel, gray b�awn,�light�r m�ist, medium �il dense to d�nse. �5 20 4 �9 6 �0 �� �S 37 4 1 d� � 5a15" �p ��5M �fL�1f SANC�$fine gr�ined, �l�v�bro�r�,sl�htly moist t� rnvi�t, medium dense. �S �8 � ��4 - _th�n I�y�ss s��s���i1t thrc�ugi�c��t� �� 45 �:��� �� �A,���+e to medium�rair�ed,gray brow�,s�igh4ly�r�ais�, 1��di�tx���n�e t�d�nSe. S� i 2tl 4 1 Q�� - -�,� i 5Q � .� � t' _ -i��rd dri�6in �ror��9 fee�ta S�f��#d _ �� ;;•:;-�,:�� �I�.TY����9 fin�gr��r�ed, gray��awr�,��igh#1y moi�t tQ �� �� ��j ��3 t�dis�, d�ns�. 5� ' � w t#�ir�lay�:r����d��it�t�r�u�h�rut� � � ���t�hn���11r��t��t�g��I�� �igurr���. ir�L����ra 1 L I � � S � . ��«�����,�� ��� ���a�����o� ��� i � >' �.�� �� ������ �*°�'� ��1��A�Y�� �tJ��t���'A�C:� �C���I�`�C,�hIS► S�A�P��� � 'Ft�is surnmary applies or,ly at!h�lacatian�f tlt��arf�g�rxf at the tim�of drilEin�. � �, � '' Su�sutface r,ondi�vrt&m�y dit�er�k Otlter tc�ea�on��nti may�har3ge at RhJs a � � �? � � `:� tc�ce�on wiEh tft+�p���e oflime, �'he d�t�pres�nted ts�simp!l�t�a#iarr o� � � u� �.- � � a�ival condidana�ncaunter�d and��repro�enta�of lnter�retations mad� � � � � � � >� � � � +during�illin$. Ca�brasting d�ta deriv�d 4�am lab�tratvry anaty�is r�ay ngt be � y� �, � � � �a w � r�t�Cted�r►tlta��epr�entatiqn�. � � �� � a � � � � � � � �� �� ;:' : �:S#U1 �;,'�,�,Y,.'''�,L�ftt��r�rained, brt�wr�,stightly maist,dense. �� ��4° �� 1�� �. �:�. SP S��ne#o�Qa�e�rained, browr�� stightiy moist,�en�e. :_ �� �-v�ry�hin[ayer�sf�y sar�d or sandy silt tt��o��ho�t- '� SS 27 4 ��5 �;:��. ��15" �` - ��ar�d wi#h�ikt fay�rs-� SS �Cl 9 11� '� `�a �'•. SIV� �ILTY SANI� f�t��t+�m�d��ar�g�in�, brov+rn, mo�s�,dense. �� 2Q 14 124 _ -h�rd dritl�ng from?i t'e8t to �410 f�t• 60 7�' r=�SP 5�fin�to ca�tFs�gratneds gray, sfig�tiy moist,clenss. SS 43 3 ��4 -very lhin f�y�rs�illy sand c�r s�andy silt tl�raug�aut- ����'� 8� •ML SAN�Y�lk.T fi�e grained,gray brawn, s�ightly maist�u�ry hard. �S �5 76 11� �fl15" �� CL 8ANDY 8fL'�1C��.AY,�ery fine to�ne gr�ined,olive,siightly S� �5 �1 9 Q9 r +�a�r_�.. ..r o��a�ii-i a a�r� �V - ML mr���tt,very hard. 9� _ S� 3� Z6 ��� :':•:SP � �ine to�oars��rained wI#h�race gravel,orar�ge 5b15�' _ - brow�,s���htty maist,med�ur�d�r�s�, slightlt#v maderatelt � �� cernented. ;� S� �� � 112 �a{�n �oo �: r, ; I�nd of bor�ng at 1a� fset. No gr�urrdw�t�r a�mottling ��fq�� �n�a�n#ered. �� � r � � � � f � � � � ..�_..�_._._..___..,.�....�__.__�� _�e�+�t h�t����r����t����E�r� �i���t�o. I � i � , � . � ����r���r. 7B����@�y�� � `��-.�-'��::�:��,i � �i°da�C���e���3�Q� `�:�„ :y' en ix � , � � : , . � � � - _ eo_.: ; � � . ; � � a _ � , , , i E �.a s � � � �.� a R s T R � � N � H 1.� k � f 0.� �U.� U.5 �.0 �.5 2.�3 !�(9�dNFA,l.PR�S3ElRE,ksf ,��:ir�r� Iderl�a�c��io� �I�ss6fi�t�n �t�i �oh��oe� C�C� M�°�o � ��� �'t�5 �lt�'�� �$ �fi 0.��3 ��� � ��� 3�.� �IL �� �� °��� � +� Ma�� ao �'$aa � W� On � ��� B� �������" � 1��v �ti� �#��J���`�#�e F�� Q3 � �P�7`� �pr�i��,�4�� � I�i��d�'����� ����tr� rtr��.ln�a ��n J n��, 9i�r����� 3 � � . �� en ix , I , _ . ; , ; _� .�'O : � � � � � � : , a _ , . � -------- --- —..___-------- ---_---------------- --- ----- Materia!Keys Pauba Formatlon -- - - - - ------— r �---- �— -�—--- --�----- -�- 100— 90 - so 4?' Cut Slope into Pauba Fomation �o - Blev, 1195 � _ -rf '" '1 6� ';'.� � '->,,` ,___ 50 �� - Phi=39 degrees ^ '�`? ' •� �I'fpGS�(� Cohesiotg150 psf �` ��^� ��� l.5�i�lv 40 (Inland Fuundalicn ftt�f � ": � t.. +� . � � .7,�g,., ����,:. �. � 30 - ;v, � ,.. <..�- elev. 11e7 bot 12 2� - ` `�,,.,� —_----------- -- 10 — - t�ote: secticn teken from the incersection of Mire Le;ne Dend Rancho Yista Rd. through Lot 12 An� � 200 p7f trrnfic lcad added 12 feet from top ef slope � _ _ Multiple Stability Analysis Method: Bishop Simplified Sudace: Gircular -10 - I-1-----------� ---..----�---- �-----------�------------�--- __.-----�---------�-- --L- Results 0 20 40 60 80 100 120 140 160 Crdkaf fecfor of Safety: 1•91 ,�:;,`-;r.�' �'er�ion 6.10 Profect TTM 33584,Temecula , Forty Two Feet High Cut Slope 1.5H:1V eaa:a:z�nr�zo+.a F,o��:�rz�nprzo�4 F,;e��:s����,�:�,;�.9m, GeoMat Testing Laboratories,Inc, _ _------.._ -— __------ D-1 Gh��P1A b.1Q I�nalysis Results Licat�5ee: GeoMat 'I'esting Laboratories, Inc, PrajEct: TTPI 33584, `Ce;necula Fi.l.e: C:�Users�`HNabi]si�l)e�Eu�ients1GF;(��Al` I�ATA`iANP�U,t€, REPORT5�2b.11 It1iP0it1`5�.1.t081.I:n7 ancl Cov�ruu��itioes L'or� 'P�mecul..,�Static.gnif Processed; 29 A��r 'LU1�4 J.7;`13;3'1 I)h'f'A: l�nalysis 1 - Farty 7'wc, Feet.Hi.gh Ciit. Slope .1._,5H;1V A9ateria�[ Properi;ies (l.n�a�er�al) ------------------_ �iat°rial: 1 (ifioh�-Coulomh Isotropic) - P�uba rormation C�l�esian Phi thti t�eiqht Ru 280.f30 34.0 J.25,U(� 0,00 Ptate�ial Profiles (l. profil.e} � ----------------- Profile: 1 (2 points) htaterial. beneath: L - pauba I'ocmation o.ou �o,00 ��n,oa �o.on Slope Suiface (6 points) O,DO 62,00 90,OD 62.€10 SB,OC� SU.UU fi�],UO 5G.UU 109.00 2D.00 16D.{.10 2D.i�� Failure Surfar,e Initial ci�cular surface for critical search defi[�ed by; XL,%R,R Intersects: XL; 4t1,D0 YL; G2,00 Xi�: 103.00 YA; 29,40 Cei�tLe: XC; 105.85 Y'C: 99.95 Radi.t�s; R: ?6,4i) Distxibuted Loads (1 luad) Goad X-Left Pressuce X-Riq3�t Peessure 1 1�,00 240.0 28.00 200,0 Variable Restraints ------------------- Paraulet�r desr,ziptot�: xL XR R Rang� c�f variaiion; 4;t.0(� 74,UU 18.00 Txial pasitions within cange; 10 YO IO RE5ULT5: Analysis 1 - Farty'Pt�so Feet Hiqh L'ufi.S1o�e 1,5H:1V Bishn}, 5implified I+ethr��i of Analysis - Circular E'ailurr_ Suzface Critical Failuce (arcle Search usi�ig Mulli�le Ciicle Ger,ez<ltioii Tecliniques I'actur af Safety for initial failure circ].e appra�orration: 2.03 There t�ere: 6�4 successiui andlyses fro�a a t:otal of 1001 trial circl.es 15'1 analyses terrninated due to unacceptablQ r�eometry i;ritical (niiniin��m) Factor of Safety: 1.91 Ci�cle and Result� 5�unuiary (Lo:dest F'�ctor ��f Safr_ty rircles� ----._.._.......__------___- -- Circle a-Left Y-Lef.t R-Ri.qh�, Y-lligl3t. Y,-L'entre Y-Cantre Radius E�o5 1 32,03 62,90 1Q7,11 21.26 105,41 lOb,29 �5,4€; 1,912 2 32,63 62.OU 1Q7,11 21,26 1�9.��0 iO4,21 33.Ot7 1.915 3 32,�3 62.00 1(�7,11 21,20 147,17 1Q2,10 Q1.00 1,919 9 32.83 62.�0 107,1I 21,26 102.09 100.19 79.�D 1.929 ,4 �7.61 6?..00 7.07,.11 '?1,26 1.07.R0 ].0?.,26 131,00 1.92Q 6 3'�,hl 62,00 J.0't.11 21,26 I06,73 100.26 '�9,U0 1,9Z8 7 32.E33 b2.40 115.33 20.00 Ip6,43 104<53 135.U0 1.929 P 37.61 G2,00 107,11 21,26 .109,06 1�9.29 �3,�U 1,929 9 37,61 b'G,00 107.11 ''G1.2G 145,55 9Q.'G9 ?7,00 1.929 lp 37,G]. 62,00 107.11 1J..2G 110,21 106,20 D5,00 1.930 1L 32,83 G`L.DO lt��.11 ?.1.26 100,90 98.01. 11.0� .l.•33]. 12 32,�3 G2.OU i1a,33 20,OU 105.34 102,40 83.00 1,931 13 _3�,Gi G2,Ot3 10'?.11 11,26 144,3fi 96,'21 ?5.�)0 1,937. 19 3�.62 G2.00 107,11 21,2G 103,15 94.15 73.00 1.935 l:i 32,83 62,0� 115,33 20,0� 1�}9.29 100,29 81,00 1,935 16 32,03 62.,00 1.07,11 21,26 99,7� 95,�0 75,U0 1,9�9 1� 3�,G1 6`1,�10 1.0�.i1 21,26 1D1,93 91.07 71.00 1,541 l6 3?,83 62,OQ J1.5,33 2i1,00 103,13 98�05 '29.QU 1,9ri.L 19 3'?,bl 62,00 115,�3 2q,U0 1Q1,61 9�.61 ?9.U0 1,9�8 20 7B,1�6 f2.i10 L07,1.1 ?.1,2b 100.71 106,�). 85.00 1.94f9 21 3'7,61 62.00 10?,J.l 21,26 .100.69 89,96 69.00 1,948 ?Z 3�,n1 61..OD 1_J.5,3:� 2�,00 ].0G,96 96,99 77.00 J.,948 23 32.83 6?.,00 11.5.s3 20.E)� .102,DO 55.89 ?7.(�G 1,948 29 32.8� 6?.,GO 1l�'�.11 21.2b 9B,5G 93,7G 73,00 1,998 25 3?,Gl G2,00 1J.5,3.� 20.00 16J,75 1QC�.73 D1.0�) l.940 2y 37.61 G2.�0 .115.33 20.D4 1�g,8� lU2,Ei2 B3.U0 .1.950 27 37,61. G2.00 ].15.33 '20.(1U 10�,29 9�,32 75.44 1.9a1 !8 3�,61. 6z,00 J.:1.5,33 ?_6.Df� 111,60 ].0���9 85.[��1 1,4SA �-� 29 28,06 62.00 lO7.i1 21,15 99,69 103.93 83,U� 1.955 30 37,fiJ. G?..t��7 1.15,3:3 '1.0,00 ].09.10 92.7.3 �3,i�0 1..9!s5 31 32.83 �i2.00 115,33 26.00 10(1,86 93.59 ?5,U0 1.958 32 31,G7. fi2,�0 iQ'�.11 2L 2b 99,94 87.8? E7,D� ]_.9�B 33 2�.U6 G2,U0 115,33 20,UU 101,99 103,9!i 85,OU i.959 39 32,83 G2,00 107,11 21,2G 97.3� 91,59 71,Q0 1.960 35 3'7,61 G2,00 115,3? 20,00 102,90 89.�0 71,00 1,961 36 2B4Of 6I.00 10i,.11 21.,26 98,60 1(11,81 81,�10 1.96?. 37 2Q,OG 62,00 115,3a 20,00 100,92 101,79 �3,00 1.9Gb 3P 32.83 6?..1]0 115,33 2.O,OU 99,69 91.3�1 "J3.OQ .1..9fi� 39 3�.61 62.00 115.33 20.Q0 101,67 87,63 69.OQ J..970 �� 42.3J 60.41 107.11 21.26 105,�5 92.25 71.OU 1,9"!1 �11 h2,39 G0.�l1 107.11 21..2.6 10't.07 99.26 73.00 1,97.1. 42 ZB,Ub 62,00 I07.11 21.26 9T.45 99,b7 79,U0 1.972 43 92,39 60,�11 107.11 21.2G IQ9.G2 9Q,21 59,�0 1.912 94 G2.39 G0,4I 107.11 21.26 108.27 96,25 75,00 1.973 �15 32.H3 67.,00 ].fl7,11 21.7.6 96,17 fi9,39 fi9,�Q 1.974 96 42.3� G�,91 10i,11 2J..2G 103.3'� 88.15 G"t,00 1.974 �t7 'LB.06 G2.00 115,33 20.00 99.85 99.51 81,U0 1.975 48 42.39 G4.4� 10'�,11 ?.1.26 J.04,46 96,22 �7,00 1.4"IG 49 ��'1.39 6U,41 107,11 ?1,26 1J.0,55 1�O,.i8 �9.�U 1.9Bd S4 32�03 62,OQ 123,5G 20,00 107,OQ 103.39 Q5.fl0 1.9Q]. 51 28.06 G'1.�0 1L�7,11 21,'16 96,38 97.51 "77,fl0 1.96� 52 37,61 [i2,00 11�,33 20,Q0 100,9Z 65,32 67.0� 1,983 53 32.83 62,00 115,33 20.00 9$.51 B$,9B �1.U11 1.9B4 59 §2.39 60,9J. 107,11. ?7.,26 t.lJ..82 ].Q2,12 91.00 1.9�5 55 32.83 6'1.00 123,56 20,OU 106.113 101.13 B:�.UO 1.965 SG 28,06 G2.00 115,33 20.00 9a,?G 97,29 79,00 1.96G 5? 42.39 G0.91 115,33 20,00 .�OG.71 90.47 71,D0 1.990 58 42.39 tiU.9l. 107.11 21.,26 1.1.2.99 109,05 63,00 1.990 59 32,83 62.00 123.56 20.00 109,9'J 46.89 81,�J0 1.991 50 42.39 G0,91 115.33 20.00 105.50 88,30 69.00 1.991 61 �2,83 b2,00 1C�7.11 21,26 99,99 87,19 6�,Qa 1.991 62 y2.3� b0.91 115.33 20.U0 107,90 92.62 7�.OD 1,992 G3 47.17 57.22 107.J.�. 21.2G 106,55 88.25 G7,OC 1,�94 69 92,39 fi0.91 11.5.33 2U.00 lOh,27 86.08 67.00 1.997 65 42.39 b0,91 115.?3 20.00 109,0� 94,79 75,QU 1,995 56 47.17 57,22 107.11 21.26 1(11,'15 9i�,26 69,I)0 1.995 n7 ?.8,0& 6?.00 107,11 21.26 95,25 95,32 75,00 1,995 66 �2.:�9 60.41 10'1.11 2I.26 I19,15 105,9'1 85,00 1,996 6l 32.B3 62.00 123.5G 20.00 103,B9 96.51 �9,00 1,998 70 47,17 57.22 107,.�1 23,.26 108.93 92,29 71,Qq 1.998 7l. 2$.OG 62.D� ll5,33 20,Q0 47.&.5 9�,99 �7.00 ].,998 72 42,3� 60,4�. 1J.5.33 20,0� 11�,23 96,83 77,00 2,�00 73 32.83 62,00 115,33 26��� 97,30 8f�,(i0 69�00 2,002 ?9 23,2B 6'L,Ot� IU�J,11 21�20 46,27 1U5,56 $5.6U 2.OQ'L 75 47.11 57.22 1�?.11 21.26 110.11 94.20 ?3,00 2.UO2 76 92,39 G0.41 �15.33 20.OU 111,38 96.90 ?�.00 2.006 7? 97.1T 57,'l'l 1D"t,],1 21.26 111,28 96.14 "75,�0 2.007 78 37,61 62.00 i23,56 2,6,00 108.14 97,99 ?9,00 2.OG8 79 2B4O5 62,00 123.5G 20,00 102.82 102.�3 85.00 2.008 BO 32.83 G2,00 12?,5G 20,00 102,�0 94,15 77.00 2.00� Si 3�.61 G'L.UD 123,56 2fl,00 109.29 99.'73 8i.00 �,008 �2. 37.61 62,00 123.56 2D.[�0 101.OB 95,2.2 77,OQ 2.L�09 R3 23.26 62.00 ll.+.33 20.fl0 97,66 103,19 65.00 2.U10 89 f8.06 6?.,ao �.0�.�.1 ?i.26 99,1(l 93,€l9 73.0� 2,Q1.0 85 37,61 G2.OG 123.56 20.00 110,3? 101,95 83.00 2,010 B6 23.28 1i2.�0 107.11 27..26 95,21 1.03.�0 93,00 2,O.12 8'J 5i,n4 54.09 107,11 '1i,26 1D�3,57 B6.2.I 67.�I0 2,Q12 88 h7,17 5�,22 107.1I 21,26 ].12,49 98,07 77,�3U 2,U13 89 37,61 62,00 123.56 'lO,UQ 1U5,95 92,90 75,0�) 2,U13 90 28.06 6?..,0� 17.5.33 20.00 96,53 92,64 ?5,Q0 7.,01�1 9I 37,61 62.00 123�56 20.00 .1ll,43 1�4,13 05,00 '2,019 92 �7.17 57.22 .115.33 20.00 107,42 13G,53 67.0� 2.�17 93 2Q.U6 62,00 123.SG 20.OD 101,�0 lOQ,10 03,00 2.�11'I t�g 5i,95 59,09 107.11 21,26 110."73 90.1G 59.OU 2,U16 9� �i7,1.7 5?,22 10?.17. ?l.?.G 113.59 99.99 79.QD 2.0?.0 96 9'�,I'Z 5'7,22 115.33 2U,00 1�(5.58 88,67 69.U0 2,026 97 3�t,61 b2.00 123.5G 20,00 I09.8D 46.55 73,OD 'L,020 98 32.83 G2.00 123.�G 20,�6 101.68 91.79 75.�0 2,021 R9 t3,2B 52,00 115.33 Z0,a0 95,&2 100.�3G Q3.tlD 2,0'll Ctitical �'�i1u�e Circle Tntersects; -XL..-�--. 32.83 YL: F.2.OI) Y.R, 107.11. YI�: 11.26 Centre: %C: i�5.4J. YC: ].UG.24 Aadius; R; 85.�0 G�nerated taiJ.uce surface; {?.0 poin�s) 32.83 &2,�0 35.37 SB.OB 3f3,12 59.31. 41.Q7 50,70 ��,22 47.25 47.55 43.�+ 51.05 40.90 54,72 38.q1 5�,54 35,33 62,5D s2.e7 66,60 30,52 7U.81 26.61 �5,12 25.82 79,a2 25,28 69,Q1 23,98 BB�SS 22,43 �3.15 22.13 97,?9 '11.59 11�2,�� 21,29 107.i1 21.26 Sli.ce Geometry a��d Properties {90 s].ices) �...._ .----___.___--------W_..__ ___ _ Slice X-5 - - -------- Basr., _____..___-----_____--- Poz�eWater hTormal 7'est X-Le�i l�rea A��yle t�idL�� 1,erigth I�fatl Cal�esion Phi l�eig};L Force Stress I��cLur. 1 32.83 �,24 5?.1 1.?7 2.33 1 2Q0,6p 39,0 155,31 0.�0 �-6�.Q7 1,19 2 3�.10 3,73 57.1 1.2�1 2.33 1 260.a0 3n.0 465.�3 O.pn 91,9g 1.19 3 35.37 G,66 53.9 J..37 2.33 1 260,00 �9,0 83�i,92 0.00 `173.98 ]..19 9 36.75 9,?.'1 53.9 1.37 7..33 .l. 28�.�0 39.� i..3.53.91 Q.170 �132,83 7.7.� �-� � 38,12 16,62 50.8 1.B8 2.R7 1 2�O.D0 3�,d '2077,51 �.OU 696.92 1.10 6 �IO.QO 11.Q3 5U.8 1.07 1.G9 l 28E).�0 39,0 1378,39 0.�0 '7"i3.0� :L,7.Q 7 �1,07 17.19 47.6 1.57 2,33 1 280.00 34.0 2148,2? 0.40 6Gq,33 1.07 B 92.69 18.?5 97.6 1.57 2.33 ] 280.0� 3�1.0 2.7.81.,f13 0.00 930,2Q 1.07 9 44.22 20,:�2 �9,5 1.G7 2.33 1 260,OU 34.0 '1539,'10 O.UO 102G,I9 1,D� ld 95.88 21,1� 44,5 .1.G7 2.?3 1 2$0.00 39,0 2G�9,94 d.00 J.0�4,$7 1.09 11 97.55 23.09 91.3 1.75 2.33 1 280.00 34,0 2BBG.42 O.�a 1156,78 1.n2 i.?. 99.3E� 23.7�1 91.3 1.75 2,33 1. 2�O.D11 34.0 2967.6S Q.00 1199.35 ].,D2 13 51.U5 25,40 3f3.2 1,53 2.33 1 2G0.00 34.0 3179,39 �.�U 1269,Gu 1,�0 ].9 52.8�3 `15.B0 38.2 1.83 2.33 1 2ft0.06 34,0 32?.9,'J6 Q.011 1?.86.17 1,0� l.5 a9.72 23.?_9 35.0 1..f4 2.00 l. ?_80.00 34.0 29.1L.1� O,00 ].39J,fl+1 0,98 16 56.3G 23.38 35.0 1.64 'L.QO � 230.00 34,0 2322,'�3 O.t�O 134b.71 0.98 ].7 56.00 ?.04 35.0 0.59 Q.6G t 2Q�.t)0 34,� 90p,S2 0.00 13G�,5ti O.S13 1� �8,54 3(�.26 3J..9 1.98 '1.33 i ZSO.OU 34,U 3785,29 Q.�O 1491,95 O.R'1 19 G0.52 32.72 31.9 1.98 2.33 1 2Q0.0� 34.0 909Q.G1 0.�0 1b1Q,33 0.97 20 52.50 26.24 2$.7 1.50 1.71 1 ?.80.U0 34.0 3279.70 O.d(� 1770,16 0,96 ?.l 5�.130 ?.3.21. 2�.7 1.30 l_.9B .l %8f1.D0 3�.0 29Q0.99 O.OQ 1805,OB 0.96 22 G5.30 `13,01 28.1 J..3� 1.48 1 ZS0.00 39,0 28'ZG.06 0.00 1.?99,02 0,96 23 G5.6t) 36,i1 25.[ 2.10 2.33 1 2�€�.OD 39.6 4590.13 0.00 1805.87 D.°5 2�4 6$,70 35,69 25,G 2.10 2,33 1 2f30,00 34,0 �446t�,4� 0.0� 17G3,65 4.95 25 70.81 35,�7 2'l.,ri 2.1b 2.33 l ?80.00 34,D 4470,71 0.90 1756,97 0.99 2G 72.9G 39,59 22.5 2.16 2,33 1 2Q0.00 32,0 4323,3G O.OQ 1G96,Q9 0.99 27 75.12 3:�,95 19.3 2.20 2,33 1 2BQ.U0 34,0 4283,76 0.�0 1fi69,90 D.94 2Q 77.32 32,92 19,3 ?..20 2.33 1 260,Od 3�.0 405r,97 O.QO 1591,�Q 0,94 29 79.52 3I,16 1b.2 2.29 2.33 1 28�.110 3�.0 3907,61 0.00 1.593.36 0,99 30 61."Jfi 29.37 16.2 2..29 Z.33 1 2$O.AO 3�,0 3fi71,.13 0.(1d l.��l`i.55 b.99 31 �9.01 2'1,7J. 13.0 2.2'l 2.33 1 280.U0 39,D 3463,21 0.11U 137"1,13 0,95 32 B6.2B 25,95 13.0 2.27 2.33 1 2�O.OQ 39.0 31.81>77 p.00 12b2.67 0,95 33 8B.55 23,3U 9.9 2,30 2.33 1 280.00 39,0 2912.26 0.06 11G9.53 0.9u 39 �(�,85 2D.G9 9.9 2.3t) 2.33 1 26�.O1� 39.D 25B6.72 0.0� 1.U:3G,11 0,96 35 93.�5 1�.07 6.7 2.32 2.33 1 260.00 34,0 2259�20 0.0� 919.36 0,97 3G 95.47 15.11 6.7 2.32 2.33 1 280.00 39.0 1894.�i3 4.U0 7GG.73 0.97 37 97.7° 12.Oa 3.6 2.3� 2.33 1 2�a.00 34,Q 151Q.i3 U.00 625,40 0.96 33 J.0�3.12 8.8II 3.6 2.33 2.33 1 28Q.00 3�i,�1 1100,�6 �.Od 953.37 0.98 �9 102.44 5,38 0.9 2.33 2.33 I 2$0,00 34.0 673,0� D.Op 28G,5i 1,00 90 1.09.78 1.7g D.9 2.33 2.33 l. 280.06 3f1,(3 22�,33 0.00 94.80 3..d0 %-S Area, �41,�9 Path Lenytih: Bf�.67 X-S ldeiqht.: I05'135,89 D-4 -----___----- ---------...--------------------- ------_._-- ------------- ------ Mater�ia!Kevs Pauba FormaSon —i --T- --� -------�-- --� —T— --i- --i------ 100 -- - 90 o'sr°.� Ieo 42' High Cut Slop� into 1'auba I'armai=ion - �o Elev. lla� ;r�='�,, 60 � '� - � �� 50 Phi=79 degree l �---` G�hesion-2tiG�:ps•` ;���, �� (Inland Fnundetic, � `'��� \.\ Pr.oposed 40 �:4��_ .�'Z, �\ 1.5H:1U l..� Y ix �,` :��`\�� ..I.•I:: +.� 30 �..�_ Slev. 1103 Lot 12 2� ------- — �Q — Note: Section t�ken f.od intersection of Hi�a Lor..a Drand Rancho Vista Rd, through Lot 12 — 200 psf teaffic load is added 12 feet t�ow top of slope Anal sis 1 o Multiple Stability Analysis Miethal: Bishop Simplified Surfece: Circular -1Q - ---�------ ' ---�---------.�----------' ---�------�-----------1---------L- Results 0 20 40 60 80 100 120 140 16D CrAlcal Facforo/Safefy: 1.39 ,;tt.�'.'1 �'erion6.10 PCOlGCt TTM 33584,Temecula eu����s�npr2oi� Y,o:�n���nprzoia Forry Two Feet High Cut 51ope 1.5H:1V ------ F,,e��,�S�s��,�,�e,m�4mf GeoMat Testing Laboratones,Inc. _- _ _ -- --- ---- --- ____. --- -- ----_ _.--- -- -- D-5 Ghi.BP]n 6,10 A��alysis Resuits Licensee: GeoMat'I'esting Laboratories, Inc. Praject; TTh1 33584, Temecula 13_le: C:�Use��s�Ht3abi15i.��c�.urients�Gh,G��?�T I)A't`A�A�PJUAL RP�Pf)R9'S�'l(ll.l. RT�!?C)€�9'S�i1D8.1.Tn].and ("o�ununiti_oes t;orp `t'eii�ee,u...�Uynami.c;,gmi Erocessed: 29��at 2�14 1'�,31.45 OA7'J�: An�l.ysis .1 - Fot:ty Two Feat High Cnt Slz�pe :f.,5H,].0 I�ater.i�1 Prvperties �l.material.} [iaterial: 1 ([�ahr-+,oulomb Tsotropic) - Pauba P'oema�ion Gohesi.on Phi. [Jr�i.tal�igl�t Ru 250.Ut� 34.0 1'Z5,00 0,0[l Piaterial Fr�files {1 profile) ----------------- Profil.e; J. (2 points) I7aterial bei�eath; 1 - Pauba Formation 0.00 70.f�� 190,Oi3 70.00 Slope Suriace {6 poin�s} 0.00 62.00 90,flp h2.00 58.00 50.U0 69.6Q 5G,d0 109.00 20,00 �6o.oa 20.�0 Fai].ure S��ifac.e ------______..__ Initial circu3.ar sur#ace for critical search define� by, XLrXR,R Intersects: XL: 9Q,OU YL: 62.00 XR: 103.Oil YR: 24,(�0 Centr.e: XC: I65,B5 YC: 99,95 Hadius: R: 7G,D� Distributed Loads (1 lc�ad) ----------------- Lc�ad X-Left Pressuce X-Riqht Pressure 1 .18,00 200,0 28.60 200.0 �arthquake Force ---------------.. Pse�.tda-stati_c earthquake {seis�nic) coefticiei�t: G.150 Variable Restraints Para�nPtei descr.iptor: XL XR ft Rar.ge of uariation; 93.00 �G.4(J 18.60 Trial positions ��thin range: 10 J.0 lU RESUbPB: A»aI}�sis 1 - Forty T�ao Feet Hi9ta Cut Slnpe 1,5H:1V Bishop 5implifiec�t�ethad of Ana].ysis - CiLcular Feilure Surface Cril:ieal Pailuie Circie S,eatct� usinq Mu1Liple CiG�cle Generatiai�Techria.c7ues Factoe ai 5atety foc initial failure cir�Ie ap�?zc�aumaLiur�: 1.98 There c�ere: 870 successtul analyses trom a total af .1641 triel circle� 1.31 analyses ter.�ninated �iue to �macr,e�ltable C{P,OIIIPtC}� Clitir,71 (I117.t12qlUin) F�ctc�r of SatLty; 1.39 Ci�cle arid Results Swnmary (La�,+est 99 FacLor �f Sa�ety circle�} -------------------------- Ci�cle �-Left Y��beft X--Riqht Y-Right X-Centre Y-Centr° Radius �oS 1 32.f33 62,00 1J.0.G7 20.00 1.06,2?. 10�1,f��3 f35.Q0 ]..393 2 32,83 G2�00 11�7�07 20.60 11f5,11 102,81 83,0� 1,39'7 3 32,G3 b2,40 116.G7 20.00 I03,9f3 100,72 G1,OU 1,4Q2 9 37,61 G2.0� ].70.57 20.04� td7.45 98.33 79,t�£1 l,AD? , 3'1,83 6G.00 105.56 L2,3D 104,�G 107.29 05,OQ 1.407 6 �2,03 G2.00 110.57 20,00 102,(39 9II,61 79.00 1.907 7 3�,G1 62.00 110.61 20,t10 106.26 96,87 �7.fy0 1,909 8 3�,a3 G2,00 1�5,5G 22,3t� 1�3,6fi 105,27 B3,U0 1,410 9 3'�.83 62.i7�3 105,56 22.3G 10?.F:i 10s.29 �J1.�� 3.,�113 l0 37.�;I G'1,G0 110,67 Z0.00 105.D6 94,79 ?5.U0 L 913 11 32,$3 62.00 ll�i,7$ 20,00 106.95 1D4.4�3 $S,�G .1,9�4 12 32,�3 b2,G0 iio,6? 20,00 1171.G0 96,�17 7?,UU 1,9�.4 13 2Q.UG 62,00 11.�3.67 20,O�J 101.66 1�19,52 45.G0 1,915 Z9 32.83 62,00 105,sG 22.30 101,93 101.,19 'i9.0� 1,917 15 3Z,8s G`1,40 115,?B 20,00 1U5,37 1D2,39 �3,U� .L,I]].8 lii 37.G1. 62,00 71.1),67 ?.O�UO 1.03,85 91,6f3 73,i10 ?..919 J.7 32.63 62,40 115.'?B 20.00 144,2? ifl0,1$ a]..00 1.922 i-E 28,06 �i`1.,00 1.10,67 20.OU 1QG,5`] 7.0?.,3Q 83,0(3 l_.9'1.2 1R 32.83 G1.00 10.5,F}6 22,3U 10�.30 99,1.2 '77,OU 1.923 2� 32.83 G2.G� ].1�.67 2D.00 .104,52 9�.3i 75.00 1.�23 21 3�,f�1 G2,G0 105,�G 22,30 107,30 103,ZB D]..00 1.9?.9 22 3'7,b1 G?.�00 IUJ.�i(� 2.?.,30 1LC�,�5 105.25 83.OU 1.�12� 23 3?.f1 G2.G6 .105,�G 22.30 .iD6,15 101,29 7�3.GU 1.925 �_6 29 37�f,1 G2,OD 105.5G ?;?,3Q ].G9,50 J_O1.20 Ba.UO 1.,7it5 2� 37.61 6'1.00 110,b? 2�1.QQ 102�62 90,54 71,00 1.725 7.G 37,57. G2.OD 1Q5.ti6 22.3(� 104,9$ 99,29 `77,E)Q 7..926 2? 28.06 G2,QG 105,56 ?.1.36 IOO.U9 �07,12 85,00 1,926 1.8 37.(.l G2.00 105.5f, ?2,30 103.80 97,7.8 75.()0 ].,928 29 32,83 G2,OU 115,78 20,0� 103,16 �37,99 'l9,�� 1.928 30 32.83 62,00 105,5� 22.30 �39.i5 97.02 75,Q0 1.929 31 28,46 62,OQ 110,6? 2Q,00 99,97 104,22 81,60 l,�?0 3?. 31,61. fi�,00 1.05,5G 7.2.3� 102,61. 95,29 73.00 1..93]. 33 �7,51 G2,GG 115,78 2�,40 10i�."�7 100.70 B1,00 1.931 :39 3'1,61. 6?,00 115,7� '10,0U ].09,90 ].(�?.,'d9 b'3.1)0 1.932 35 28,Of 6t'..OQ iQ5,56 22,30 99.02 1Q5,09 �3,00 1.�32 36 3'7,61 G2.OU 115.'18 2�.00 10?.fi3 98,58 79.�0 1,�32 37 17,G1 62.(l0 115.7� 20.f10 1Il.Ol. ].O�,B7 a5,00 ?_.933 38 32.83 62.OU 11Q.67 Z0,00 99,33 9�,11 73,�0 1.�33 39 2f3,06 62,00 115.79 2Q,00 1Q2,02 .1Q�,08 t15,00 1.933 94 3?.G1 62.00 110,G7 20,00 141,37 8B.37 69.(s0 1,439 AI 37.6:1. 6:.00 11.5.38 2.0.00 1Q6,48 9G.�n ��.nn .1,939 92 32,83 62.CQ 115.�8 20,00 1U2,09 95,'�6 "17.00 1.935 93 37.61 62.00 105.56 22..30 101,40 93.1� ?1.U0 1.935 �9 �52.?9 G0.41 110.G7 20.00 107,79 92,>9 73,00 1,436 95 �2.83 62,00 105,56 21.3D 96,00 94,90 73,00 1.93'i 96 37,G1 62,00 115,78 2�,00 145,32 94,2i �5,00 1.937 9'� 32,83 G2.00 120,89 20,�0 lOG,83 103,�3 85,�0 1.937 90 92,39 60.93 i1d,67 20,00 10�i,52 90,�� ?1,QQ 1,938 99 28,0G 62.D0 105,56 22.34 97,95 SD`1.�9 81,OU 1.938 50 ?.8,Q6 6Z.00 11D,61 ?.0,�0 98,36 98,O�i 79,6� ].,94Q 51 28.06 62.00 115.76 20.00 1D0.96 10i,5"f 83,00 1,99Q 52 32.83 62,00 120.D9 20,00 105,7? lO1,G1 D3,00 1.9�]. 53 42.3q 60.�i1 114,G7 Z0.00 1D5,28 BB.?9 69.�0 1,991 5�7 37.61 62.CD 165.�6 �'1.3� 3OO,.iB 51.09 fi9,t?0 1,9�1.1. 55 37,61 62,00 115.78 20,00 169.13 92,07 73.�U 1.992 Sfi 32.8? G2,�0 115.78 20.00 10�,89 93,51 75.OG 1..�]49 57 37.61 62.00 I1d,G7 20.00 �00,14 86.i6 67,00 1.9A5 5� 32.g3 G2,OQ 110.67 20.t7� 98,i3 6�i.�3 �1.00 1.945 59 2�,0& 62,00 105.56 22,30 9G.86 L00.62 ?9,0� 1.996 b0 32,83 62.00 iD5.56 7�.3Q 96,83 92.7f 71.,t�0 1.��16 61 3�.83 62.40 12Q.b9 20,OQ I04,70 99,37 fll,�Q 1.996 52 92.39 60.91 310.67 2Q.OU I09.4s �?6,47 67,�0 1,946 63 2E3,C6 6?,UO ]..15.7$ 20.00 99,�9 99,43 81,OQ ]..�98 64 3'1,61 GZ,00 iLly,SG 22,30 98.94 88,9'J 67,(�0 1.999 65 37,G1 G2,00 ll5.78 20.40 1G2.93 89.83 71,00 1.�99 66 28,06 62.00 I10,G? 20.00 97.23 95,82 77,00 1.951 67 32,a3 6_7..00 1D0,99 23.70 102.5.1 ].if1,68 85.00 L951 6B 32,63 62,00 1�0,94 25,70 101.45 108,70 83.fl0 1.952 69 32,83 62.OQ 120.89 24,60 103,6J. 97,09 79,(IQ 1,�5'l 70 ?3,2� 62,00 i1U.67 20,U0 97,2? 1U3,93 85,tJ0 1.952 71 32.83 62.04 10�}.94 25,70 ].00.38 106.70 81.fl0 1.953 72 9?,1? 57.22 11U.57 20,�0 108,43 86,9b 69,D0 1.959 '73 26.Ob 62,U0 12�1.89 20,13D 102.52 1U2.99 (?y,Op 1.954 74 2$,06 62.�4 1�5.�6 22,30 95.76 98.6� 7?.fl0 1.954 7� 32.83 G2.00 J.15.�� 26.00 99,73 91,21 73.D0 1.954 76 97,17 5?,22 110,6'? 20,00 10?,23 �G.91 67.00 1,955 "t? 32.63 62,00 10U.94 25,7U 99,30 109,'7U 7'.3.U0 �..955 7(3 32.,03 ki2,OQ 1.05.56 Z2.30 95.G9 90,5t? 69.00 L957 79 32.83 62.G0 100,�9 25,7U 96.22 102,67 '?'7.00 1,95'7 6(1 3�,61 62.00 J20.B9 ?E1.00 109.U? lOQ,1.3 B1.00 .l.,�158 81 28.Q6 (s2,90 lI5.i8 20,Oq 99,80 97.15 7�.t�0 1,953 82 3i.61 (i2,00 ].15.7B ?.0,00 101,71 81.55 69.00 1,�15A 83 37,61 62.OU 120,83 20.Q0 1t�7,�6 9'1.�9 '19.U0 1,958 Q9 3"1,61 62,U0 120,89 20,q0 11�,17 102�30 83,OU 1,458 B5 32,�3 62,06 11U,G7 20,0�J 9G.90 $7,61 69,Q0 1,959 �6 �?_,39 60,�11 1�5.56 2?..30 ].D5,3I 93,34 73..OQ 1,�159 87 42,39 GO,AI 1U5,5G 22,30 lOG,52 95,29 73�110 .1,9G0 88 3"1.61 62,00 1Z0,83 20,00 111.'l5 109,95 85,00 1,960 B9 42,39 G4,91 105,5G 22,30 104,1�J 91,2� G9.00 1,9G0 40 3�.61 62.00 1G0.89 ZO.DO 106.89 95.71 '�"1.0� 1.960 9] �2,133 62.4D 120.Q9 2D.�0 l0?.53. 9�,77 77.00 1.�16� 92 32,8;3 62.00 100,99 25,70 97,12 ].U0,53 'J5,00 1,9G1 93 �2,39 60.91 105.5G 22,30 107.7I 9�.2? ?5.00 J.,9G1 9�l 23,28 G2.00 105.56 22,30 95,57 10G,71 65.�0 1.�61 95 28,0� 62.00 100.49 25,70 97,75 110,G6 05.OQ 1,AG2 96 20,UG 62.00 ].20,Q9 20,D0 1Q1,9� 1��,70 a3.04 1,962 9l 23,28 62.00 1l0.6� 20.00 9G.16 1�1,�2 83.00 1.�G2 38 �2,39 GC1,91 l.OS.SG 22,3�3 10?,87 �39.i4 67.OU 1,�63 39 42,39 6�1.91. 10�,56 22,3D 1.0�.89 99.22 ?'7.Q0 1,463 Cri.tical. l�ailut�e Ciecle ----------------------- :It�tersecls; x'; 32.83 YL: F2.00 XR; 11.�J,67 YR; 'ZU.QO Centre; �C; 106.22 YC: 109.88 �adius: R; 85.06 Ge��erai:ed failure surCace, �20 }�o�.nts) 32.83 62..00 35,91 57.9!s 3d,25 53.t35 41.30 511,Q2 4�,,56 9G.3f3 48.03 92.92 51,7C 39.G8 55,5�1 36.G5 5�.55 33.B4 G3,72 31,27 fi8.U3 7.8,95 7?.,9�i 26.B8 77.�.1. '"1.5.U6 B].65 '1.3,5.1 L�6�3(i ''L2.23 91.17 21.23 96.61 2U.5f3 10�,BQ 20.05 1D5.77 ]9.Q8 110,G? Z�.UO Slice Geornetry anc� Properii es (3C3 slices} _ _________._.___-------- Slice g-, _-,----._._..............�.----. 13ase -------- _____.-----„- Pore6�ater Norr�al Test �-L?�1.; )�T@� �hll£��.P, Illl£��Il l�P!1g1;�1 ��dtl COhP.S].011 N�17, j�El.���lt: �'�OCC2 St,IP,5fi )'df,T03' ��� 1 32.83 5,38 58,1 2,59 4.59 1 250.Q0 3�,4 672,37 fl.QO -15,90 1,06 l 3:i.92 �,?.B 59,fl ].�1 2.45 ]. 2.5D.U0 3�.0 9Q9.'J5 �.00 ?.3J.,96 i.,Os 3 36.84 10.10 5�.B 1,91 2.�15 1 250,40 39,0 �.262.63 0.00 379.71 1.03 9 38.25 16,7.0 53..5 .1,�5 ?..Ql i. ?5D.1�0 39,O ?025.i8 0.00 5?9.t�? 1.,Q0 5 90.OD 1��.94 ;+1.5 1.30 2.08 1 '150.U0 39.0 1792,1�� 0.00 6t39.18 1.U0 G 91.30 18.75 �8.2 1.G3 2.95 1 250.00 3�7,0 23�13,15 l�.fl� 601.31 0,9? 7 92.93 19,94 h8.2 1.G3 2,95 1 250.OQ 39,0 29�3,07 �.DO B6�.9G 0,97 8 99.55 27.,3?. 49.9 1.79 2.95 l 7.50.OU 39,0 ?.79C�,5� O.t�l7 9F,�.8B 0,9� 9 96.30 23,31 44.9 1.?9 i.4a 1 250,0� 3�,0 2914,05 �.04 1012,92 G,95 1.0 9B.03 2.5.50 �1.6 1.63 ?..9ti ]. 25U.�0 39,0 :318'!.3?. (l.l)0 1]06.27 0.93 _�1 n9.87 '1.6.2� 91..6 1.R3 2..+15 1 2�0,00 3�,0 3279,93 0.00 1191,46 0,93 12 51.71� 28.1� 38.3 1.9'L '1.45 1 250.Ot? 3�,0 3517.73 0.00 122i,19 0,92 3.3 53.G2 2(i.59 36.3 1..92 1..h5 1 2a0.00 3�i,� 3573.93 O.Ob 1.293,31 (1,92 19 55.54 36,�6 35.0 2.96 3.00 .1 250.00 39,(1 9619,74 O.QO J.31.Q.16 0.9J. 1a 5�.00 29,26 35.Q 1.55 1.9p 1 250.04 34.0 3�32.33 0.�0 1369.56 0,91 15 59.55 35,OU 31.7 2.06 2.45 1 250.�0 39.0 4375.21 0.00 1532.03 Q.9D 17 61.,69 3?.�8 31.7 2.08 2.95 J `�5(1.00 39,f7 4709,66 Q,�� LG55.56 0.90 18 63.72 40.94 28.4 2.15 'L.45 i 250.170 34.0 5�55.23 0.00 1789,00 Q.9D 19 65.87 39.85 '1R.9 2.15 2.45 1 250.OD 39.0 4981,5i 0.00 1756.88 G.90 ZO E8.�33 40,23 25.1 2.22 ?.95 1 �5Q.00 34,0 502E�,69 0.00 1781,�8 0,90 '?.1 70.25 39.25 25.1 2.22 2.h5 1 25{�,�30 s9,0 �1906,47 U.UO 173�i,06 0,9D 22 72.9fi 39.05 21.D 2,27 2.45 1 250.40 39,0 9Qa1.12 t�.00 ].739,59 0.90 23 79.'14 3�,6`t 21.8 '1,27 `1.45 1 25a.U0 39,0 9'106,26 0.00 .1675,60 0,90 29 7�.Ot 36,aG 16.5 2.�2 2.45 1 25fl.00 3�I,0 9GGB,12 D.OU 1G5?,22 0,91 25 79.33 35.07 18.5 2.32 2.95 � 250.�0 ?9.0 43&3,79 0.00 1574.�2 D.91 26 81.b5 33.67 ].5.2 2,36 2.95 1 25Q.OQ 39.6 9?.�8,50 O.f10 1531.,98 fi.92 27 8�].O1 31,96 15.'l 2.3G 2.95 1 25�.110 39,0 3932,35 O.ElO 14'28.6� D.9'l 28 f3o.3E3 29,97 11.9 2�40 2�95 i 254�00 39,0 36�3.35 O.DO 13G1�71 G.°3 29 B8.?7 2G.65 11.9 2,90 2.95 1 25�.00 34.0 3355,7� O.OQ 1237.56 0.93 30 �3.1.1.7 2A.2� 8,6 1.92 i'.45 1 '150.00 34.0 3D36,1.3 D.DO J.l�14.21 0.9� 31 93.59 2i,27 8.f� 2.42 2.45 1 2a0,D0 34.0 2G5B.23 U.00 948.63 0,99 72 °6.01 18.I9 5.� 2.94 2.�iS 1 250.�4 34,0 22?3.15 �.00 8`l7.16 �,96 33 9G.44 14,71 5.3 2.44 2.45 1 250.00 39,0 1E396,45 Q.00 709,59 0,96 34 100.$f3 11.22 2.D l.§5 2.�t5 1 15�.00 3h.D l�lU2.�9 �.17� 55g,p5 p.98 35 103.33 7.9� 2.D 2.45 2.45 1 250.00 3�.0 �29,93 0,00 3G7,79 0,98 3b 1b5.77 2.76 -1.3 1.61 1.61 1 25�.00 3n.0 399.75 D.1�0 220,4.L 3.,�1 37 1U7.39 0,9b -1.3 1.61 ]..61 1 250.00 39,U 1'10,19 0.00 79,6'2 l,tl1 38 1i1�.00 O.E�3 -1.3 1,5� 1.67 1 25�.[1i1 39,U 4,�8 U.OQ 6,'75 i.�1 __------ ------- ---------- % 5 Area: 91U,37 PaLh Length: 93.0(1 %-S Weight: I13756.'t0 D-8 -------- �----------- - — -- MaterialKevs -- Pauba Formation _ �_ _—_� 100 90 - - ao 24' Cut Slope into Pauba Fomation �o Blev. 1126 200 60— --�-�'-!n; �i l�t . � `���� 50 - � Proposed - �` 1.5H:1U Phi=39 degraos \ G:.hesion=250 psf � 40 '�Llev. 1102 Lot 15 (Inl.er�Fuundet.icn, 2005) - IEl�ecxp+�b^'— 30 - -- 20 Note: 5 tic tak��,fc�m t�h�Ranc�l o�ri ta R ad tlirou!i Lu�15 Ana�51S � 2�b ps�tre ic oe ocet 17�eet�rna tup of s ope Muitipie Stability Analysis 10 biethod: Bishop Simplified Surlece: Circular -�-----�— -----L— -----L---------�--------------�----__.-------�--- ----------1- Resulfs 0 20 40 60 80 100 120 14D Crdkel Facfor of 5afefy: 2.11 �r.,u.;[+:•t `'er;im,6.to Pi'oject TTM 33584,Temecula 24 Feet High Cut Slope 1.5H:1V Edr�ed?0 Apr 2014 Y,�:�n:�r�o npr zoi4 F�,� ��,��w 1S�tic20feetSiope.gmf GeoMat Testing Laboratories,Inc, D-9 �1LBPdA 6.1Q Analysis itesults I,�.censee: Geo[�at iesting Laboratories, Inc, Project: TT�i 33569, Temecula Fi.l.e: �:1iJser�s`H�Jabi.lsi�1)c�;m�ients�GE(A�A9' DATA�A?2i�lJA6 RE,PORTS�20.1..1. 1tIsNUR'fS�.t10$l..Inlan�i Co��u>>u��ii�ioe.,.�S1=ati-c 2U feet. 5�.�pe.g�f Fr�ressed; 3U Apr 201.4 2?.:03:59 DA'PA: Ana1.ysis :L - ?_9 FeNt Higl�Cut SXupe 1.5H:1v l�aterial Propeeties {1. materi.al3 ------------------- Platerial: 1 {[�ohr-;�otalomb Isottopic) - eauba I'ormation Cohesion Phi llnit.k�eight. Ru 25(�.00 3R.0 125,Of1 D,60 �iaterial Prafiles (1 p�ofile� ----------------- Pro�ile: 1 {2 points} Alaterial beneath: 1 - Pauba �ormation Q.�U 70,Od 19E1.D0 7�.00 51ope 5urface (9 points) 0.0� 60.00 90�00 60.00 76,00 36.�� 12Q.Oq 3ti.0U l�ailure Surface Ini�.ial circu7.ar suriace for crilical search detin�d by; RL,X�,R Infiersects: xL; 34,00 1'L; �0,00 XR. 7G,00 YR: �6,�0 Centre: l(C; 86,53 YC; 103,16 Cladius: R: b�,(�0 Distributed Loatls {1 load) ----------------- I,oad R-Left Pressure X-Right Pressure � 18.00 2C0.0 28.00 200,0 Variable Restraints ------------------- Paratneier desctiptor: XL gR R Ranae of variati.m7: 33.00 2.5.00 12.00 7'rial positians raithin renge: 10 lU 10 --------------------....___--------------------------_--w_-_-_------------------------____-__-----------------------------------_____.._ I�SULTS: Analysis 1 - 2� I'eet Iiiyh Cut �lcpe .l.5EI:1V Bishop Simp7.ifiec�1Retl�ad nt IsnaJ.ysis - Ci.r.cular Fai.lt�re Surface ---------------------____.._________..______------------_________ Critical Failure Cir�1e Search usinq �fultiple Circle Cenezata.on Techniques �actor of Safe�y for :�ni.tial failure rircle app�oximation: 2.1?. There r�ere; G59 successful analyses from a t,otal of 1001 trial circles 392 analys�s termi��ated due to unacceptable qeometry Critic��1 (mi►�u�uai) Factor of Safety: 2.11 Circle and Results atllillll1Yy {LGTd83� ractoz c�f Safety circles� CircleH`�V�vLeft Y-lefit g-Right Y-Rigl�t ��-Centre Y-Gentze nadius roS 1. 32.17 66.Ob 79,61 36,93 ��,fi6 98.fi3 67..OQ '1..113 2 32.17 60�Q6 19.61 36,93 81.3;'i 99.�i1 b;.33 2�11t3 3 34,G0 60.0� 7G.00� 36.OG BG,s3 103,18 6R.OG 2.113 4 32,1`I 60.00 74.G1 3�.93 02,04 101,1� 64,67 2.124 5 32.1"l 60,01 74.6J. 3G.93 92.'72 ].02.93 GG.00 2.130 G 32.17 G0,00 i4,bl 3fi.93 03,9.1 1.03.Gf� G7.33 2..1.36 7 2N,50 GO,OU 14.61 36,93 '76.79 yB,f39 6?,�4 2.13G Q 2Q.50 6U,00 79.51 36,93 77,49 100.20 e3,33 2.1�? 9 28.50 G0.00 74.&1 36,9? 78.04 1.01,50 G4,6� ?..L41 10 :s2,17 G0.00 74.61 3G.93 Q4.09 104.99 6�3,G7 2.192 I1 ?�.5U Gq.OG 74,61 3G,93 7Q,79 1Q2.60 6G,00 2,144 l2 2�,50 GO,QO 74.61 35,93 ��.39 lU4.D9 h7,33 2.�47 ls 32,17 G0,0� 79.61 36,93 84,77 106,19 70,Ot? 2.149 19 28.50 60.00 7fl,6]. 36.93 8�,09 105,38 68,67 L,150 15 28.50 G0.6f� 74,G1 3G,93 B0.G8 1V6,66 70.00 2,154 lfi 32,17 60.OG 14,u1 35,93 R5.�15 1D'1.43 71.33 2,155 1? 2t3�50 G0.00 7�4,61 36,93 f3�.,32 10i,99 71,33 '"L�I5�? .18 2�.5U 60,00 8�.17 3r,,00 77.53 ��.99 i2.�0 2,156 19 29.83 G0,00 77,39 36,00 '7�.5? 99,2? 63.33 2,160 2� 29,f�:i 61�.�� 7i.39 ?6,€�0 7S,l�l 10��6;s 6�i.G? 2,16U 2i 7�,03 Gi).00 77,:3t) 36,bG 73�90 9'i,9i) 62,OL 2.,160 22 29,83 GO.OD 77,3� 3G.00 75,76 �.01,9� 66.40 2..161 13 %8.50 64.G0 79.6.1. 36.93 t31,96 i09,�?2 7?.E7 2..l.b:i 'Z9 32,17 60.�E� 79.61 36,93 85.12 106,66 72,67 2.152 25 28.50 60.CQ ?A.61 36,93 82.G0 110.�19 7�,00 2.165 26 32.17 66,�0 ?9.G1 3G,93 06,t3� 1G�,92 7�I.OU 2.1�Q 27 2�.83 60.�0 ?�1.G1 3G,93 79.35 1G1.59 6re,G7 2,163 28 2�1,8:5 G0.0� ?4.61 36.93 ?3,73 106.25 G3.33 2.183 'I.y '"1.4.83 (�l),00 '19.£l. 36.93 ?4,97 1U2.92 66,OU `l..1-83 ��� 36 2�.BJ 6b.Dd 74,61 36,93 73,11 96.91 �2.OQ 2,183 3l 24.83 EiQ.00 7h,61 36�93 75.58 1U4.'l5 6"1,:i3 ?,.18� 32 29.63 G0.00 T4,67 3G.93 76,�0 105.5? 68.6? Z,1B5 33 29.B3 60.00 79.61 3f>.93 76,S1. a.Of,B9 70,00 2,].8G 39 24,8_; G0,00 8D.17 36,00 74,06 9'f,'!0 62.OU 2,18G 35 24,83 G0,00 BD,17 3G,00 �4.bG 99,49 63,33 2,187 36 29,a3 Gu,oa 79.G1 36,93 77,41 lOB,in 71,3� 2,188 37 24.83 tiU.OQ BO,.I.i 36,QI) 75.?Ei lt}0,98 69,67 'l.l$9 3$ 2�,83 G0,00 74.G1 36.93 7a,02 109�51 72,67 2,.1�9 39 24.63 6Q.U0 8Q.17 36.00 '75,66 l.Ol.B6 ti6,00 ?.,.191 �IO r4,83 6Q,OC� 7�l.bl. 36.93 78,63 110.82 ��1.00 2,197. 41 28.50 GO.�U 82,99 35.U0 7�.6G 47.?'� 62,00 2,193 �1?.. 2.d,f�3 G0.00 (30,1.7 3G,(IO '�6.�iG i.03.?.3 6?,33 2,1.93 4:3 35,83 60,a0 14.61. 36,93 89,'15 9B.09 62.U0 2.193 9� 24.�3 b0.00 00,17 36.OQ 77,05 144,G0 66.G7 2.J96 45 26,54 60,00 82.94 ?G,64 78.27 n�,16 63.33 2.199 46 7.4.83 6U.OD 80.17 3f,00 7i.6+1 1Q5.95 'J0.00 2..199 A7 35.83 GO.GO '19.b1 36.93 85.48 9�,3'l 63,33 2,209 48 28,50 �O,OD 82.9�i 36.U0 76,88 100.59 64.G7 2.205 $9 3�,17 60,00 71.$3 38,78 �9,2G 100,33 62.00 2.207 5� 24.8� 5i),00 82,9� 3�,00 7�i.29 97.39 67,00 2.212 S1 29,a3 60.00 Q2.94 36,00 �4,Q0 9Q,�2 b3,33 2,213 52 32,1'J 66,00 ?1,83 38,'76 '?u,93 1U1.59 63,3� 2.219 5; 29,03 60.00 Q2,99 3G.OQ "i5,46 100,23 G4,G7 2.215 59 35,83 50,00 79.61 36,93 86,21 1�0.59 G4,67 2.215 55 29,83 60.OD 82.94 36.00 76.(19 101.6�1 66.OQ 2.21$ 56 32,17 50,00 �11,83 38,78 80,60 102,85 69.6'? 'l.2'L1 a? 24.83 Gp,00 Q2,99 3G,00 7G,G2 103,09 G7,33 2.i22 58 29.83 G0,00 82,49 3G.00 �?.19 104,43 GB.67 2.225 59 2$,50 GO,OQ 71.,83 ?�.'7B 75,29 100,68 67..00 2.`lI6 60 35.83 6q.U0 74,61 36,93 86.99 1D1,76 &b.p0 2,227 t,1 28.5D GO.OU $5.�2 36,�0 '�7.8� 9�,56 G2.00 2,227 62 21.11 G0,00 77.39 35.00 7�1,5Q 107,2� 71,33 2,22Q 63 21.17 60.00� 77,39 3G.�0 79.0� lt15.92 �O,i)�7 2,228 64 32,17 f>O,QO ?1.83 38.78 91,'l7 104.14 6G.00 2,228 65 2l_.1.1 60,00 77,39 36,Q0 75..L6 I08.63 7'2.67 2.228 66 21,17 6Q,00 77.39 �b.00 73,92 109.�5 68,67 2,228 67 21.17 50.Q(� 77.3) 36.00 72,8s 103,18 6�,33 2,229 66 2�,83 60.00 62,99 36,00 77,�6 105,6.1 �D,00 1.,?30 G9 28.50 6�,00 'J1,83 3�,'�8 75,92 1�1,98 63,33 2,236 7� 21.17 GO,OC� 77,39 36,00 72.29 101.8� 6G,d0 2,?31. 71 21.17 60.00 77,39 3b,OD 71.b5 100,�41 64,6? 2.233 72 2�,50 60.Q0 71,83 3B,7B 76.5fr 1.O�,L? 64.67 ?.,234 73 28,50 G0,0� 65,72 36,00 78.97 46,92 63.33 2.234 79 '14,83 60.00 82,9� 36,Qfl 7d.33 107,18 71,33 2.234 `�5 21.1! 6a,00 '1'1,39 :36,Ofl 71,�6 99.02. 63.33 ?..235 76 3[,17 6�,00 71.�3 38.78 61,94 105,35 67.33 2.235 ?7 2b.50 6�,00 7.1,83 38.78 �7.19 104,56 66,00 2.238 78 35,83 G0,00 74.61 36.93 8'1,55 Ji)2,98 67,33 2.238 79 21.17 60,00 77,39 3G,U0 �6.46 47,G1 G2.Od 2.238 80 24,83 G0.00 65,72 36.D0 �9.59 9G.99 62,00 2.239 �31 24,03 G0.00 Q2,94 3G,00 7B.90 106,55 72,�7 2.239 82 24.63 60,U0 85,72 36.00 'i5.16 98,45 63.33 'L,�90 63 28,50 60,00 65,77. 36.�0 79,�5 1Q(�.s2 nh,F7 �,?,41 8� 23,5U GO,UEI 71.N3 38.78 '�'l,51 1U5.89 62.33 `1,142 B5 i2,1.7 6U.40 71,$3 36.78 82�6I .l-�b..'�i9 0$.6? Z�?93 86 24,83 6fl,Q0 85.72 3G.00 75.73 99,89 6�.67 2,243 B7 r.�1�H3 [iO�I�f1 B5.�?. 36.00 76,3a 1.liI,32 G6�00 2.�'2+16 �8 28,54 60,OE1 '71,E3 38.'?8 78.99 .�47,13 08.6'1 2,24G 84 28,50 6U,OEJ 85.?2 36,00 79,b9 I01.72 6h.OD 2.249 30 35,83 6C),QO 74.61 3G,°3 88,39 109,2D 6b.67 2.249 91 29,93 60.OQ 85.72 36,Qi1 76,86 1.02,75 67,33 7...250 92 ?2,]7 t�0,Q0 71.II3 3�,7Q �33.27 107.84 70,04 2,250 93 21,17 60.DD 60,17 3G,()G 73,�32 102.95 fi7.33 `1,2!i0 99 21,27 6Q,D0 f3D.1? 36,0� 73,59 109.35 G8.G7 2,251 95 28,50 60,OU 71,63 3B,'76 79,0`� 1�8.40 70,40 2.251 9G 21,.1.7 60.00 f30.17 36,00 ?2.,95 101.55 GG.00 2..251. 37 21,1? 60,OG E�0.1'7 36,U0 '74,i5 1U5.`�9 '7�,0� 2,251 9� 2J..17 60,0� �30.11 36.00 �I.B7 1�0.13 64,G7 2,252 39 21.1? 60,00 80.17 35.00 79.72 107,12 71,33 2.252 Gritical P'ailure Circle Inteesects; %?,: ---"32.1'i YL: 60.04 XR; �4.61 5�; 3G.9s Cent���: XC: B0.[i5 YC: 98.63 Kaciius: t�; 62.00 Generated fai3.ure suzface; �20 13aints} 32.1Z 60.�3(1 33.89 5'1.99 35.59 56.t16 37.42 54,20 39,33 5'L.�l. 41.3`L 5�.71 43.37 49.10 45,99 4'�,a7 47.G7 9ti,19 49,R1 44.79 52.2i) 43.`�5 54.55 42.40 56.94 41,3.5 ,1,37 90,40 61,$9 39..�5 64,35 38.61 66.�8 3$.ld fi9,94 37.65 72.�1. 37,29 79,b1 3G.93 S7.ice (��nmeti�y an�l F'r.�per.ti.e5 (3f] slicesJ ---...._.____..._.__..._._.._........... ---- --------- 5.1_ice X.5 ---�----_ l3ase --------------..______ PoeF49ater Norp�al `Pest A�Left A��ea �nyle �lidth Length t+9atl Collesi4n [�l�i l�eight Ft�rce S�ress Fa.r.tor I 32.1i 0.92 50,:i O.B3 1.31 1 250.0� 34,0 52,39 �.00 -57.98 1,13 2 33,00 '�.2G a0,3 0.�3 1.31 1 25t�,00 39,0 1.57.113 O.fl�l "33,2I 1,13 3 33.H9 2.16 R7.8 0.68 .i.3.1 1 250,00 39,0 273,0; U.�1R 13"s.68 1.1� 9 39.�1 3,03 97.D 6.68 1.31 1 250,00 39.0 3?9.08 O.flO 'L23,.19 J.,IO S 3�.59 4.Or 95.�� O.R1 ]..3.i. 1. 250.00 39.Q �O�i.1.0 �.OQ 3?_5.59 1.08 �-1') b 36.51 9.69 95.9 1�.9'l 1.31 1 250,�� 34,D 511.66 O.l1p 913,35 1,06 '7 37.92 5.9"1 93.G 0,95 1.37. 1 ?50.OU 34.0 `��!i.93 l].n0 5.1.6,8"t 1,D;i 8 35.38 G,B2 43.0 D,95 1.31 1 250.0� 34,4 F352.2� Q.00 6Q2,bG 1,05 9 39.33 5,7_6 9U.6 O,G7 0.88 1 ?a0.00 3n,Q f>>7.15 0.00 69?,97 1,D3 IO 110.Uf� 1U.89 90.6 1.32 1,7:; 1 250.OU `�4,0 1361,7'? C.UO '733.3!� 1.03 11 91..3Z 8,G9 38.2 1.03 1,31 1 25�.00 34,Q lOBG,73 0.00 7?1,II8 1.02 J2 92.39 �,$2 38.2 1.�3 1.31 1 250.00 34,0 111}2,�0 0.00 784,1G 1,Oz l3 93.37 9,?.Q 35.8 1..05 1.3t. l. 250.E11� 34,0 119a.96 �.Ol? f3.13.111 1,0t� i4 99.�3 9,2G 35.�' 1.U5 1.31 1 250.Oa 39,0 1157,51 1�.00 B1a.B9 1�00 15 95.99 9,�i6 33.9 L 09 ]..31 1 ?5tl.R� 39,U 1]9�i,86 t1.0� 89D.B7 D,99 lfi 46.58 9,55 33,4 1.D9 1..3]. 1 250,00 34,0 1.1.9?.62 0.00 839,93 0,99 1'7 �7.6'I 9,"PG 30.9 1.12 �.3I i 250.00 3�1.Q 121�.�5 U.60 35�1.5� C�,98 1.F3 �tf3.�� 9.67 30.� ]..i: 1..11 1 1.5C.00 39,0 ].2�9.2.3 O.t)U t3�9f,,GE3 t1,913 1J 49.91 9.79 28.5 1,15 1.3J. 1 2ti0.U0 39,U 1'Z`13,17 O,Ol1 853,67 0,97 20 51.06 9.G2 2f3.5 3.�5 1.31 1 250.f�0 34.0 1202.92 0.00 Q3f3,63 0,97 2� 52.20 9.63 26.J. 1.17 1.3? 1 25n.�Tp 39.Q 1203,89 0.00 837.65 0.96 2.2 53.36 9.39 '1.G.1 ]..7.7 1.31 1 `}5Q.00 39.C) 1.173.58 U,00 81.5.L4 0.96 23 5�1.55 9.?.9 23.� 1.2i1 1,3J. 1 'Z50.0� 34.0 L16fl,9'1 0.00 30G.09 f�.96 24 55.�� 8.96 23.7 1.2� 1.31 1. �50.00 3�,0 112D.2� 0.00 ?76.20 0.96 'l5 5�.94 8.?5 2L 3 1.22 1.31 1 250,00 34,0 1093.68 0.00 756,�I 9,95 '1.E �8,16 8.34 21.3 1.22 1.31 i 2s(1.00 3�,0 1U92.41 O.UO 720,99 0,95 27 59.3? Q,01 18.9 1.2�t 1,31 ]. 250,00 34,0 1001,5D O.OQ G99.35 0,95 28 60.6J. 7.52 1@.9 1.1.4 1,31 .t 25U.U6 34,0 939,G0 O.UU 699,i'Z U.95 29 G1.Q4 7,OQ 16.5 1.25 J,31 1 25�.OQ 34,0 804,50 0.00 G13,46 0,95 30 b3.1(1 6,99 1b.5 1.25 ].�7. 1 250.�10 3:,0 811,�9 0.�0 5G0,37 6,95 3.1 6�1.35 5.9�1 19.0 1.27 1.31 l 2a"0.4� 39,0 7�2.55 0.{)0 5.1.5.39 Q.°5 3`L 55.6'Z 5.i7 1�.0 1.2'l 1.31 1 25U,t1U 34,0 65�,02 U.UO 459,33 U.95 33 b6.BB 4,G1 1i.5 1.2Q 1.31 1 250,00 34.0 S7G,fl9 �.DO 3R9.'7Q 0,9G 3h 58.16 3.85 13.6 1.26 1.�1 1 250.U0 34.0 481,97 O.U4 336.66 0.90 35 G9.94 3,Q9 �,2 1,2J 1..3.1. 1. 7.50.00 34,0 385,78 O.UO 26G.29 0,96 3fi 70.?3 2,25 9.2 1.29 1.31 1 250.00 3�.0 281.�)9 O.OR 189.0? 6,96 37 "t2.D2 1,38 6.8 1.3Q 1.31 1 250,00 ?9.0 1?2.52 0.00 114.5� 0,97 3� 73,31 p,9t 6,8 1.36 1.31 1 250,Q0 34,11 51,51 0,00 29,12 0,°7 �-S A�ea: 249,GJ Fath Length: �9.62 %-S �leiyl�t. 3i12�.91 D-12 ---- ---- ------- ------------ - ----------- —------- - - - ___.._ . Materra!Kevs Pauba Forma�`on �---— ----�—-----r----7— —T- —�---T-- �,. . 100 90 — o.i�so -- eo - 24' Cut Slope into Pauba Fomation - 70 60 — 61ev. 1126 „�� 2DO Ii� — , �. � Pro osed 50 s. � P �� 1.5H:1U Phi=�9 dcgeoes �� Cohesior.=2�0 psf ` � 40 ,;::_. (Inland Foun�aetion, 1005) ;�=:4�j4 81ev. 1107. Lot 15 30 — 20 Note: Secti.on taken frc�the Renr�o Viste Nond throuh Lot 15 AIJal�/SIS � 200 psf treffic land loceted 12 feet frla tnp of slope Multiple Stability Analysis 10 Mfethod: Bishop Simplifietl Sudace: Circular --1-------- ' ---�--------___--�--- ' ----1--------_._�--------------�-- Results 0 2Q 40 60 80 100 120 140 Crd'kal Facfor oi Sefety: 1.58 �-;;��''` ver�one.lo Praiect TTM 33584,Temecula 24 Feet High Cut Slope 1.5H:1V eJa�w sonp�zoia Prccessad30Apr2014 — — -------- —— F�;a��:���w..�,�am:<<o�ets�oPe.9mf I_ GeaMat Testing Laboratories,Ina ----------- ----- -- _--- —----- ___----.._._--------- D-13------ GnLEPiA 6.10 �sualysis �tesults Licensee: Geal�at'test�ng l,abo�atories, Inc� �roject: T�7'P�33.589, Te�necula Fi.l.e: C:�Uszr.s`HNabi.lsi�Dccin,icnts�GH�(N�A7' t1.n7'ASANPdU1�l� RF,�DN'PS�%031 R6POR7'5�11?7�]..1:n].and f,'o�ununitiri...�Dynattia.c ?.0 feet S��ope.qntf. Processetl; 3U Apr 2U19 12;00:33 I3h'PA: l�nalysis 1. - 29 Feefi H:i�h Cut: Slc�pe 1.5H,1V l�faterial Propc.��t:ies {1 mater�a].) --_______m___----- Piaterial; 1 (I�oht-Coulomb ISOtCopiC) - Pauba I'ormaLion Cohesi.on P_ni i!»i.t�tei�l�t Ru 25(�.OE� 34.0 1'25,OU 0,00 �taterial Pr;�files {1 profile} ----------------- 1'rafile: 1 (2 points) I9ateriai beneath: 1 - Pauba FormatioF� 0.00 '�Ci.01� 14[�.00 7�.O17 51ope 5urface {� points) 0.00 S�,DU 90,00 G0.00 '76,00 3G.U� 1`16.0u 3G,00 Failure �u�tace Init�ial ci�cul��r surtace for ccitical search detined by; Ab,XR,n In�ersects: XL; ?4,00 YL: G�.00 XR: 7�J.00 YA: 40.00 Centre: XC: �3.59 YC: SB.B7 Ratliqe: R: 49,00 Distributed Loads {1 load) I,oad X-I,eft Pressure �-Right Pressure i �e.uo zoo,o zs.00 �a�,o Ea��thquake Eocce Pseu�n-statzc earthquake (seismic) coetLirjent: C�,150 Vaziable Rest;ra:ints P��ta�neter descci��tor: XL XR R kan�7� of var.i.atiun: 33.�0 25.t10 12.�n 7'rial positions�rithi�� range: 10 lfl 10 It�SULT5, Analpsis 1 - 24 Feet 1ii.gh Cut Slope 1.5fI;lU Bishop Sir�plifaed t�e�J�od of 1�3alysis � Cir.eular �ailure Surfac�e Critical Failure Circle Seaech using Mu7.tip].e Circle Generation Ter.hniques Faci�or of 5af.ety for initi.al failure cirr,l.e ap�3rox�.�naT.i.on: 1.7� Ther�e tJere: 863 successf.ui anal}Tses ft.-om a tota7. of 1.t�01 trial cir.cl.es 138 analyses terminated due to unacceptable geometcy Crit-ir.al (�ninimtirnJ I'actor of Safety; 1..58 Circle and Results 3�anmary (Lot�est_ 99 Factor of Satet.y citcl�s) Circle X-Lpft Y-Left X-Right Y-Rig13t X--Centre Y-CentLe Ra�iius Fa5 1 32.11 60.00 �6.}9 36.1�0 ��9,'72 85,62 49,6"! 1.576 2 3?_,l� 60,00 iG.9� 35,0� 75,95 Of>,9� 52,00 L 57G 3 32,11 hO,CD 1G.99 35,0€] '13,�8 89.24 98,33 1,57'r 9 32,1� 60,00 '?6.99 �G,UO ?3,24 E2,Q5 �17,00 1,579 ti 32,17 G0.00 7G.99 35.1)0 72.98 81.�5 95.b7 1,582 G 3'L,ll 60,00 76.99 3G�00 77.,72 00,02 �y.33 1�5li� 7 2Q,50 60,�0 7G.94 36.OD ?3,99 90,92 55,00 J.,5�0 8 28,50 6D.40 ?G,99 36.00 73.30 f�9,5R 53.67 1.�91 9 2�,50 G0,00 7G,94 36,0� 72.61 86,1.5 52,33 i,594 lf3 32.i? ti0,G0 76,94 3�i,�)0 �D,9� 76,58 93.nf3 1,59+1 li 32.17 GU.04 74,1.7 37.22 73.2tJ �5,55 �6.33 1,�95 12 32,17 6n,0� 74.I7 37.12 73,53 86.89 99.67 i,595 13 3�,G3 bO,El� 76,99 3G,00 74,49 70,93 A3,00 1,595 19 32,17 G0,00 7A..L7 37,22 '14,65 BB,''l2 �1.00 1,59G 15 32.17 6�,E0 79,I7 37,2?. 72,46 Q9.1.9 97,U0 i,596 .L6 35,�3 6u�i)J 7G,9� ?6,00 7ti,25 30,3� �4,33 ].,59G ].7 32.3_7 GO,UL� 74,3.7 37,22 �5.36 E�9,59 52,:3:3 1,597 18 28.50 GG,0�1 't6,�4 3G,90 71.92 86,75 ��1,00 .1,59'1 19 32.1.7 60,G(3 79,1? 37.2� 7i,72. �'1..82 �5,6`i 1.,597 2U 32,J7 f,O.U[� 79,17 3'�.`l2 76,Q8 90.8� 53.h7 1.599 21 32,17 6�3,6� ?4.1? 37.22 ?0.9'7 Bl.h9 9�.33 �..bQl 22 32,1'7 G0,00 79.1? 37,22 76,7t3 92,16 ��,Di) ].,60.1 'L3 2P,50 6�,0[3 7G.94 3G.�0 7i,22 ��,37 �79.G� l,bl�'2 ?.9 32.17 f,G,00 ?9,.17 37,22 �0.21 8f),q9 �3,OU 1,6DS 25 32.37 60�Q3 79.?2 3f.f10 ?�,12 E39�(}]. 78,'3:3 l_.fi07 �-�� 26 32.17 6�,00 79,72 3G.OU 7�,83 85.43 99,67 1.b�7 ?.7 3'l.l? GU,00 ']9.'!I 3G.U0 73.39 82.5'7 97,[1Q 1-.fiEl? 2B 26.5� G0,00 '16,99 3G,00 ?�,5.1 53.90 aB,33 i,bD8 7.9 3?.17 6D,00 19,72 36,00 75,59 8G.63 5].,QO 1.,6E�9 30 32,1'F G�.00 79.'?2 56,�� 72,5G 81,12 95,G� 1,51I3 31 26,50 60.00 74,17 37,22 73,08 92,21 55,00 1,G11 32 32..17 b�,DO 19,72 36,00 76,29 8B,22 52,33 1,G1]. 33 ?.B.�i[I 6{l,0fl 74,1i 37,22 77.,91. 9Q,66 53,b7 ].,612 3� 2Q,50 GU.GD rt4,17 37,22 71.73 �9,50 52,33 J.,G13 35 32,.1.? 60.U0 79."t2 36.OU '17.,91 79.69 99.33 J.,614 36 's5.83 6D.0� 74.17 37.2? 73.78 80,22 93.f�0 1.6.1.9 3'? 3?..17 60.00� "t�.'r2 3G.�0 76,94 89,5� y3,67 1.615 3(3 28.50 G0,00 79,7?.. 3&.0� 7�.12 90.71 55.U0 1..�15 39 26,5U 6�.00 76,94 36,UE1 69,7y 82.95 97,a0 1.615 40 2�,5g 60,00 79.72 3G,�0 '?3,96 89.30 53.67 1,b16 41 28.50 60.U0 79.1? 3�,22 7J.04 88.13 51.Qd 1.616 42 JS,B3 6Q.00 79.I7 37,22 79,57 fi1.55 99.33 1.617 43 28,50 G0.00 79.72 36,00 'l2.'t9 87,8'7 52.33 1.61'3 49 32.i7 G0.03� 79.72 36,00 77.63 90,95 55.U0 1.6Y9 45 28,50 G0,04 14,17 37,22 ?0.35 86,74 99,67 J..619 46 32.17 60,00 79,72 36,04 �1,15 r�,19 93,00 1.620 4? 20,50 GO,OQ 79,72 3G,00 72,12 �6,�3 51,00 1.,G2fl 48 35,83 60,OU 79,3.7 37.?2 75,36 82,8"l 95,G7 7.,62J. 49 24,133 G0,00 7G.94 36,00 70,52 9b,62 55.00 1.6?.l a0 28,5� G0,00 79,72 36,Q0 71.A3 8A,97 9�.67 1.G29 51 28.5� 60,�0 79,.i7 37.2% 69,E5 85.3i1 �18.33 ]..629 52 28.50 60.�0 76.94 36.U0 69,U6 80.!�8 9�i,67 1.629 53 35,�3 G0,0� 74,17 37.22 7G,19 04.18 97,00 1,G25 59 29,63 G0.00 76,94 3G,U0 69,66 89.20 53.6? 1.62G ,5 28„� fiO.f,D 79.72 36.017 7�,7�J 83.�14 98.33 1.629 5b 28.50 60,00 7A.17 37.22 68,95 83.93 �7,D0 1.�30 57 35,53 60,�0 `i4.17 37.22 76.°1 85.48 98.33 1.6�1 5� 35.�3 60,d0 79.72 36.00 �9,56 7a>S9 93,00 1,63I 59 2+l.B3 64.OE1 7G.�9 36.U0 69,''l0 8�,76 52.�3 J..633 60 35,83 G0,40 7�.72 36.q0 ?5.39 8d.12 9�,33 1,63� 6l. 3?..17 60,00 82.50 3G.OQ ?4,33 67,b9 95,33 1.635 62 3'>.17 60,a0 8'?.50 36,00 '?:�,�i2 82,15 97.�0 1,635 63 26.50 50.00 76.99 36,00 68,32 79,49 9n,3:s 1,635 69 32,17 60.00 8?..5Q 36,Q� 75,(f2 B5,1Q 99,63 ].,636 65 2�,�i0 6d,�U '?9.i2 3G,00 70.Uq 8I,9� 9?,0�1 1,63G 66 35,83 60.t�0 7A.17 37,22 77,G: 8G.77 99.67 1,G37 67 28,50 60.00 74.17 37,22 68,29 62.5D 95,6f 1,637 6R 3?_..1.7 6D,�� 82.50 3fi,00 ?2.,90 8Q.6a 95,fi7 1.637 64 32,17 GO.Ou 82.50 3G,00 75.71 8G.5y 51,Ofl 1.G38 70 28,50 6D,00 B'1.5G 36,00 ?9,39 90.39 55,00 1,639 'xl 35,83 60,D0 '79.72 36.00 '76.]_l 81,52 95,6'1 1,639 72 24.83 6D.00 79.72 36,00 70.76 94.26 55.Ofl 1,639 �3 28.'i0 G0.00 82.50 36.40 73.70 88.99 �3,67 1.639 79 24.83 EiU.U� 76.9f 36,00 68.53 86.30 �1.U0 I,690 75 26.5� 6�.00 6�.5Q 36,OD 73.09 87.97 52.33 1.640 76 32,17 60,60 62.5G 36.00 72,17 79,11 99.33 1.692 77 32,17 60,00 Q2,50 3G.00 7G,39 07,96 52,33 1,692 '78 29.83 60,00 74,17 37,22 59,55 92,03 55.09 1.G42 79 ?.�.50 ki0,00 D'7.,50 3b,00 7�.3� 135,99 51.0� 1,b93 8U 35.83 G0.00 '1�l,17 37,22 '78,43 86.09 51.�0 l,Fi43 81 �29,83 613.00 79,72 36,00 7�.12 8B,�0 53.67 3..69� $2 28.�U 60,00 79.72 36.Da 69,32 80,47 95,67 1.645 f33 35.8J 60.OQ 79,?2 36.00 7G,B7 42,91 �7,00 1,645 69 2B,'�0 G9,40 74,1� 3'1.22 6't,52 81,05 94,33 1,546 85 24,H3 6i),OU 7�.17 37,22 6B,9�3 94,63 53,61 1.646 B5 3'2,17 6U,00 82.50 36,Q0 77,07 �9,39 �?.67 1,697 67 ?.fi,50 6[�,00 8?.,50 36,00 71,71 8�i,�8 99,6� 1.09? 6G 32,1? G0,00 77,,39 3y.0� 70,5G �34,73 95.G'? 1,647 89 32.1'� 60,0� 71.3�3 39.07 69.63 �3.3B 94,33 1.b47 9� �2,17 GO,QO 71.39 39.0`i 71,27 86,0� 97.00 .�,64Q �1 32.17 66,Oii 71.39 39.07 69.10 82.01 93.00 1,649 9?_ �2.17 G0,00 L�7_,5D 3G,00 71.9?. 77,55 93.L�0 1,G99 93 24,8� 6U,00 '"lG.94 36,00 6'],f�5 89.83 �9.67 1,549 99 20,�0 G�,00 ?6.9A 3G,00 57,5� 71.R7 �3,U0 I,G49 95 32.17 G0.00 71.39 39,07 71,96 67.90 98.33 1,649 9t; 1�,03 GO,GO 79,72 3G,00 G9,4? 87.32 52,33 1.b50 47 35,U3 G0,00 74,17 37,22 79.19 B9,31 52,33 1,650 98 'L4,83 60.00 14.17 37.22 6N.2�� 89.22 52.33 i.652 99 3?,17 G0,00 11..39 39,0? 72.6F� 88.72 49,67 1.652 G�itical I'ailuee C,ircle Intersects; R�: 32.i7 YL: G�.O� Xlt; 76,94 YR; 3G.C�0 CenLre; �C: 79.72 YC: $5.G2 klad�.us; lt; 99.G7 Generated failure surface, {2i� points) 3�.17 �U,Ot� 33.�3 57,64 35,33 55,36 37.1U 53,19 36,99 51.1,1. 4J..110 99.].� 93,I..1. 4?.Jl. �5.3?. 95.58 4?.63 �3.99 5l1.03 �?..a?, 52.50 91.20 �5,05 40.01 5�.65 38.97 b0.31 :;6,�38 f�,U2 37.35 65,77 36.76 G9,54 36.39 7L 33 36.07 79.17 3s.95 76,99 35.00 �1ice �ec�Enetry and 1'roperti.es (39 slices) ----------------------------- Slice X-S ------------._.__.._m_ Base -------------__----.-- k�oieWater. 3Jont�al 'Pest h-Left J�rea Angle l�idth Lengt:h �iatl. Col�esian @l�i t�eighi: I'orce Stress T�actar 1 32.17 0,95 'i�1.3 0.7fi 1.�0 1 250.(70 3�,[� ?�,9? D.UfI -.I_D9.€17 1_.11 �-1� 2 3?.9'l 1,39 57.3 U.16 1.4D l. 250.00 34,0 157,'16 O.OU -15.5'l 1,11 3 33.G8 '1..91 59.1. Q.H7 1.9� 1 ?50.�0 3�,0 30I,�8 0.00 92,5"� 7.,�7 � 3�.5� 3,35 59.1 O.a2 1.90 1 250.00 39.0 �18,39 0.0� 181.67 1.�7 5 35.33 �,59 50.R O.Ei9 1.�0 1 ?50.�17 3�,f1 57�,57 �.Ofi ?_9G,6� f..09 6 3G.21 5.55 50.9 O.�i� 1.9U 1 250.UD "39,0 6ti�1,0� D,UO 313;i,�1 I,09 7 37.10 6,93 47.�i 0.95 1.90 1 '250.00 39.0 $GG.?0 fl,00 54�,�'i 1.,01 8 38.09 '1,91 47,G 0.95 1.90 1 250.00 39,0 969,25 0.00 593,67 1,01 q 3H.99 9,97 49.9 ]..11.l 1.9�. 1. ?5R,00 39,1� ].1.83,28 ll.Otl ?16.9� 0.99 10 90,04 9,�� 44.9 1.0� 1.39 1 250,Q� 34,0 1299,i6 0.�0 7?9.19 0.99 .l_I 4.1,1)� lO.Hfl 91.1 1..0Ei 1.9� 1 250.(?0 39,0 ].359,63 U.�6 $3�i.65 D.9"J t2 92.Qa 11,1J. 91..1 1.DG 1..90 1 25Q.Q0 3�I,Q 13RB,52 0.0(� 855.5:i D.97 13 43.11 li.83 37.`l 1.11 1.4Q 1 250.Od 3�1.1� 14't8.59 0,00 90�.03 0.95 3.4 19.i1. 11.97 37.9 L.l..l. 1..�(l 1 ?.50.Q0 34.0 1.195.fi9 0.00 R?.G.GS 0.95 J'� �15.32 1.2,56 34,'7 1.15 1.40 1 25�.0(3 34,0 J.57Q,f�9 O.QO 365,12 0,99 1G 4G.4� 12.5g 34.7 1.15 1.40 1 250.00 34.0 1574,2s 0.00 967.Q9 0,�9 17 47.G3 13.04 31.9 1.20 1.90 1 250.00 34.D 1630.38 O.OQ 10C�2,56 0,93 J-t3 �A.83 l.?..96 31.,9 1.'�0 1..90 ] `150.00 39.D 16?.0.9?. Q.40 995,97 �,93 19 50,03 �3.25 '1�.2 7..29 1.90 1 "L50.00 34.0 165b.i2 0.00 1020.09 0,92 20 51.26 13,C5 28.2 1.29 l.�]0 1 250.OQ 39,0 16?1,19 O.UO 1b03.G6 0,92 21 52.50 13,1G 25.0 1.27 1.�0 1 250.00 34,0 1�44.b9 0.00 lO1G.5� 0.92 22 53.77 12.83 25.D 1,27 1.;0 1 250.[��) s4,0 1603.95 0.00 969,E9 U,92 23 SS,DS 12,75 21.7 1.30 1.40 1 250.00 39.G 159�,16 0.00 Rq0,4? 0.92 29 5b,35 12,3U 21,'1 1,30 1.9U 1 250.00 :'s9,0 1537,J.3 0.00 9�i3�96 U�92 25 57.65 I2,03 1Q.5 1,33 1.�i0 1 250.bD 3�1,E� 1503.39 Q.00 9�1�90 0.92 26 58.98 11.49 16.5 1.33 1.90 1 2�0.00 39,0 .1�129.72 0.00 B93,50 �3,92 27 6(l.3.1 1�,9'I 15.?. 1.35 i.9E� I �50.00 39,0 L371,80 0,�� 866,76 0,93 26 61.67 10,25 15.2 1.35 1.90 1 250,00 34.0 1281,9'7 O.UO 809,(�0 1i.93 29 G3.42 9,G0 12.0 1.37 1,9U 1 254,04 34,0 I1.99,09 O.QO 7?0,9.t 0,99 30 G9.39 8,74 12.0 1.37 i.94 1 250,60 39,0 1092.95 Q.OQ G9q,00 0,99 3.1. 65.7? 7,91. 8.6 1..39 1.4Q 1 25Q.00 39,0 °8B."iQ O.UO 6?i5,67 0,95 72 67.15 6.92 8.B 1.39 1.90 1 250.00 39,0 655,98 0.00 562.52 0,95 �3 6fl.54 5.92 5.5 7..40 1.�0 1 250.D� ?9.0 ?90.10 G.00 494.10 b.96 34 69,94 4.01 5.5 1.4_� 1.40 1 250.00 34,6 G01.12 0.06 39D,55 0.95 35 71.33 3.F,5 2.3 1.96 1.�13 1 250.t1Q 3§.0 �15[i.G9 U.00 J14,D2 0,98 36 72.74 ?,92 2.3 1.40 1.40 1 250.60 34.0 302,67 0.0�J 206,02 0.98 37 74.1.�1 0.90 -1.�� 0.93 0.93 1 25Q.OD 39.0 1_.L'2.6.1. O.QO 129.77. ]..Q1 38 75.U7 0,31 -1.0 13,93 0.93 1 250.00 :s9,0 38.Q'l �.OU �1,66 1,D1 39 'J6.�U 0,01 -1.�1 O.y9 (1.94 1 250,00 34,0 Q.9i 0.�30 3,69 1,�1 -------- ------- __________ X�5 Area: 32'1.17 Fath Lenc�Lh: 53.31 X-S lJeiyl�t.: 94270.72 D-16