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Home My WebLink AboutTract Map 3334 Lot 27 Geotechnical/Geological Study I I I I I I I I I I I I I I I I I I I. 7000 :2000 3000 4000 feet I 7 kilometer o . o I o . Base Map by: M. P. Kennedy (1977) LEGEND Qal Alluvium colluvium. and slope wash Qt Terrace deposits Qps Pauba Formation. sandstone part ---.... Fault; solid line where confirmed. dashed line where inferred. dotted line where concealed by unfauhed rocks; single arrow and corresponding number indicate direction and amount of dip Qpf Pauba Formation. fanglomerate part Kgd Jm Granodiorite Metamorphic rocks of the Bedford Canyon Formation and Santiago Peak Volcanics FOR: AGK GROUP, L.L.C. ----.....------ Geologic Contact 40)" Dip and strike of bedding --- Strike of vertical joint BiI.o Mop by: M.P. Konnedy 17977} Geologic Map of the Elsinore Fault Zone Southern Riverside County, Califomia GEOLOGIC INDEX MAP ENCLOSURE nA_3n RESIDENTIAL/COMMERCIAL DEVELOPMENT TEMECULA. CALIFORNIA JOB NUMBER 99378-3 \ DATE ,JUNE 1999 ~ C.!Hl.~. INCORPORATED I . , ., I I I I I I I I I I " " . f'" ~~ pi"'l"'1 ". :...'.1,.... .y;" " . ~(~ \ .~,,:'~)., .\ Base Map; Earthquake in California and Nevada ^:. (Goter and others. 1994) ~._ -"..... ,'._ __~I~pa","~~Ch~;s't I I' Magnitude <5.5 5.5.6.4 ~6.5 Earthquakes Date Rupture Zones Vertical, strike/slip faults ~ Dipping faults E/"//.J I ~o 0 1 january i 836 - 31 january 1994 . 1 january 1980 - 31 January 1994 Note: rupture lone patterns are angled so that areas of overlap can be portrayed clearly. The paltern angles do not denote any characteristic. I I \0 10 ......................... " ~ " !>OMiln Lambel'l Conformal Conic Projection Scale: 1:1,000,000 1 inch eQuals approllimately 16 miles 1 centimeter equals 10 kilometers 10 10 HH......H " ~ " SO Kilomelefs I EARTHQUAKE EPICENTER MAP I FOR: AGK GROUP, l.L.C. RESIDENTIAL/COMMERCIAL DEVELOPMENT TEMECULA, CALIFORNIA ENCLOSURE -A-48 DATE: UUNE 1999 JOB NUMBER "].. 99378-3 Ii C.H.~. INCORPORATED I II I I J I I I I I I- I I' I I I I I I I 1.-;; . ....~ . "" Ai . APPENDIX "B" EXPLORATORY LOGS ~ I I I I I I I I, I I I I I I I I I I I c. [1'.=:1) . ~ ~II. Enclosure "B" (lofl) Job No. 99378-3 KEY TO LOGS SAMPLE TYPE: Ring Indicates Undisturbed Ring Sample. Undisturbed Ring Samples are obtained with a C.H.J. Sampler (3.00:' O.D. and 2-42" J.D.) driven with a 140 pound weight falling 30 inches. The blows per foot are converted to equivalent SPT values. SPT Indicates Standard Penetration Test. The SPT N-value is the number of blows required to drive an SPT sampler 12 inches using a 140 pound weight falling 30 inches. The SPT sampler is 2" O.D. and 1-3/8" J.D. MDC Maximum Density Optimum Moisture DeterminatiDn (ASTM D 1557) DS Direct Shear Test (ASTM D 3080) S8 Soluble Sulfate (CA-DOT 417) N,R. Indicates No Recovery of Sample ENGINEERING PROPERTIES FROM SPT BLOWS Relationship of Penetration Resistance to Relative Density for Cohesionless Soils* (After Mitchell and Katti, 1981) No.ofSPT Blows (N.J Descriptive Relative Density Approximate Relative Density (%) <4 4-10 10-30 30-50 >50 Very Loose Loose Medium Dense Dense Very Dense 0-15 15-35 35-65 65-85 85-100 * At an effective overburden pressure of 1 ton per square foot (l00 kPa) '\ I J I t I I I I I I I I I I I I I I I EnclDsure "B" (20f2) Job No. 99378-3 & ~ UJ ~ >- CIl o ~ c: 2 c: o () z l- e:: <l: 1: U Z o I- <l: o <l: e:: C) .. ... ;; l- i! .JII "rt ~i ~ i ... ~ ~ ~ >- I- - U l- II) <l: ..J Q. l( a.. : .' '" ?tll'l- i~; . . . o . o - o UJ LL Z :J .. r ! ~ ~ l- e:: <l: 1: U :t o ,ce :t ::If ~ gl! o f'Ii. ~ z o o , ffi - . ~ %., '" 0 ; .,.... - ~ ~ .. .. ~-~:: .. r ,e $il d . :t u .. " ., !oil! !!!! ..J. U u.. CIl . j' u . ~Z o . CIlU 4j o c ~ ~ ~~ ~ !? ~o . ~;; . . . it 'I J "'8 ~ ~"" ..J U Ii! g z t! .. ~ !"' W-~ _~a ..~u wI ;;:8 o N .. I h~ u i I o o o c , o N 2 o g o " o . X30NI A~'~/J.SV7d S'ltOS C:JIofI...,.3JretJl J1IJ , fIlOl,l...:>utSs",':l ....,DiY~O''t' 1 "0.:1 I 0 .; .; . 0 t x . ~ . " 0 . x . . . " " . w X z i !'l ;; u " . ... ". ~ w , .. , . . . i5 oW .. . ;, ~ ! . .. -.; ;; Q . . .. .. o. ~! 0 . . ~~ x . .. .x . $ i i !l::' . . i 'x. u .. >:: .. . ~ X ~d. ~dE 00 '0 ..lI x > i i' ~ j. .. ~. . ~ x ., . .... .0 iI. ~ . C.lI ... x ~ ~ti ... Cu s! Z" -... .;! j. ~ . " " ~:l~ .- . ,~ o. . .. u . . O~ . .w ~O . c .. . ;; ;, ..x ~~ u i S. .. l:l "j .. ~ o. O' o~d OX Xw ~Il . .0 ;, ~. Z~ ~. . ~ C .- :~ ! .- ,x_ ." ~ ., .. . x' . xU 0" x' Z' ~~ ; .~ o. 0 :i -0 x 0 o . 0" o' o. . ~ri",'" E~i~ .& ... . .u w_, w. .; ~a", ~ .' -i 0 ~.' ~ ~: w. 0- ::!ai3 ~" .0 .. w.; x. . 0 d5d~ ggg d~ x ~~ Ow .w . 00 . ;;~ .. X! > :. x . 0 x "'~..::i x " . .. o. x .. C'; . u....'" !:!j:~U "Z. u' ... 5. ;~ . 0' 0" x . i"w% ~{: u. . '0 il: . .. . ZIllO... .~. i~ !.!~ '. 'x . 'x o~ ~z . ....a.. .. . ..u...... xx~ .~ .. " ::Ii 6 .- .- .~ . :i~i:i :,:~ x. l~ iZ ~z .. ~ 00_ .- ... ~ ~ ou .; ~x x' ; . . 0 0 . ." . " . ;; u ! ! 0 I o. . ~~ ~ ~. ~ U ~ ll. ~ U ...J ...J ...J J: J: J: l- . ~ Cl Cl Cl Cl CI) CI) '" Ul ~ U 0 ~ U 0 ll. ~ . u.. l i ..t;..f;'. . . "t, '\ .. .. .. . ........ 'It ~ ----.. ~ ' , ' nm :.~~:.~~:.~. ..... ... . . . \.\. :~::~::~::~::~::. : :\:L> " \ \ x . ,.,." .:'-:- :~::~::~::~::~::. : . . ~:,-~"-~: . . .'~'~~ ' , ", ......:... . . . :.:.~.:.:.~.:.:.. ......... , , , Ul- . ;; L ...M :r L "'~ O. 51 I- z' :r >, 10 I- ;ill ,,' z t'l C '" Ulll j; cn:i 0 x w~1 I-M .. "'! '" "'. i. i. ~ ... z., ,,! Ul z.- Ul ~3~ ~!~ -x ~~ z~ '" ... 0 .. ... ~ ". > w "'~ " w o. 0 " t " . - -I 5X ",... .... 'M '" .. '" Ul l 2. 2. >: .J. ..,~ ..,- '" : : .. . Ci - .., z ~ Hr !~ ~~ " ... '" '" .J '" %...~~ 0 >- Ul '" Ul '" Ul 0: 't > 0 '" .J ~ bl~ 10 Z 0 0 .J 2ic:i 0 >- !j ~ >- 0 <:> " z > c; "'ac~ " z z is S z " :; " ., 0: " " " " i! ~ i " " ... in .J ~ 0: Ul ~u~il Ul '" Ul .., .., ~ '" '" !.! :r .. 0 ~!l1I* '" '" 0 t;!!!Z~ 0 ll. > i '" '" '" -.i- '" '" '" i:!l~~ 0: " ... !h~ z .J . M " " 0 ~r z :; is Ii jBll 0 0: Ul rH" o. 0: '" u '" ~~~ III ! h l- n:: <l: :1: .U ,Z o ,- I- <l: .~ !~ ,II) ,II) :<l: ,..J ,U ...J ,- o ,II) '5 I II I ;,1. I II I I' I I I I I I I I I I , I Date Drilled: 5/18/99 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1175:1: '60 I ~ 0 " ~ z " ~ ~ " 65 M .. ~ M m 8 ~, w ~ 0 z w ~ 0 m i .~ :<::: .~ ::c I- .J',. ~ o u s: J',. ~tl tl3 LOG OF BORING 1 Client: AGK Group, LLC Driving Weight / Drop: 140 Ib/30 in Logged by: T.D. Measured Depth to Water(ft): N/A ~ ~ VISUAL CLASSIFICATION (SP) Sand, fme with medIUm, coarse and lenses of gravelly sand and sandy clay, light brown END OF BORING NO BEDROCK NO REFUSAL NO FILL SLIGHT CAVING NO FREE GROUNDWATER SAMPLES f- o~ 01- e::J',.C/l C/l ~ ~ :::.:: ~53g. o ~ ~S ~~ ~~ ot; 5 ...l- >-c ~o 0::" ,,-::E 05 o ...l LI1 -C/l e::1- ~ffJ ...ll- 36 1.9 105 Ring 40.5" 5.5 118 Ring /10' 3.4 118 Ring 64 9.0 108 Ring .c ::j. ~ . ~ .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. ~ ~ TEMECULA, CALIFORNIA 99378-3 Enclosure B-1 b "\ 140 :45 '50 55 - I II' I I I i I I' I I II II I I - I I , I I I I I LOG OF BORING 2 Date Drilled: 5/18/99 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1190:1: Client: AGK Group, LLC Driving Weight / Drop: 140 Ib/30 in 2' u ::;- s= t ~O .Ul fi! q :0 '-'_ i:i .i,,> \<i> """,'::,:,1-":,:, - " 5 _\( :} , .) ,'...,,: - 10 - '......' L", :.:,ii, li<\ ,.,'..',,::.': "':',':" i f- 15 -\ .......:.. f- 20 - ,25 - ID " ~ ~ o " ;> " ~ ~ " M - : 30 - ~ M ID ID 13 , w ~ o r w cr g i Logged by: T.D. Measured Depth to Water(ft): N/A VISUAL CLASSIFICATION ~ ~ gj SAMPLES f-o O~ Of- ~Bi ~ :.: ~.:: ~ ~ ~~ = ~r-: ~~ o t; S dO- >-Q _ ~ u S::~ Oc 5.3 o ..J el", t:::f- ~f2 ..Jf- SS, Exp. (SM) Silty Sand, fine with clay, light brown (SP-SM) Sand, fine with medium, coarse and silt, light brown (SM) Silty Sand, fme with clay, light brown 3.2 'X" 40/6" 11.5 119 = 13.5 Ring (SP-SM) Sand, fine with medium to coarse and silt, light brown y.... 39 9.6 6.6 120 Ring, DS (ML) Silt with clay, brown 'Y~ 34 N.R. 22.4 Ring Z 44 24.7 102 Ring Z 16 3.4 104 Ring Z 67 4.9 III Ring "-' y~ 33 20.7 97 Ring 22.7 Enclosure B-2a ~ .: (SP-SM) Sand, fme with medium and silt, light brown " :." , ',':,' I"C ::J. ~ . Iii! .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. ~ ~ TEMECULA, CALIFORNIA 99378-3 I I I I I I I I , I I- I I I I I I I I LOG OF BORING 2 Date Drilled: 51] 8/99 EQ1.1ipment: CME 55 Drill Rig Surface Elevation(ft): I ]90:t - 55 ~ ~ o " ;; " , ~ ~ . 65 ~ ~ l! g j ~ o % w <r o '" Client: AGK Group, LLC Driving Weight! Drop: ]40 1J/30 in Logged by: T.n. Measured Depth to Water(ft): N/A ~ ct.: ~ SAMPLES f- ~ r-: o~ ~~::: 01- I- ~tl.. _ "'~ is ~ ::.: :::.:: 9 '" >- PZ :3 3$ ::J~ ~'R, o a:I a:I~ r..."" 0= o ..J ::J", ~tii -<w ..JI- u ::a ~~ ~3 '" ~ ~ ~ VISUAL CLASSIFICATION ~ l- t:... W o 40 END OF BORING 40/4" 5.4 128 Ring (SP-SM) Sand, me with mediwn and sIlt, Ii t brown (SM) Silty Sand, fme, gray brown ]2.3 ]22 Ring ]1.8 (SP) Sand, fine with mediwn and coarse, light brown 4.4 4.2 110 Ring 45 (SM) Silty Sand, fme, gray brown 62 4.3 1]4 Ring ]4.9 50 60 NO BEDROCK NO REFUSAL NO Fll..L SLIGHT CAVING NO FREE GROUNDWATER i i_.s..3. ~. -- ~ .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job N~. . ~ ~ TE!vlECULA, CALIFORNIA 99378 3 Enclosure B-2b <\ I I I I I I I I I I 'a :'1, :1 I I I ,I I I I Date Drilled: 5/18/99 LOG OF BORING 3 Client: AGK Group, LLC Driving Weight 1 Drop: 140 Ib/30 in Equipment: CME 55 Drill Rig Surface Elevation(ft): 1200:1: o. ~l '" " " "' ~ ~ <> " "' M '" , ~ '" " -', ., -, " , w . " . i ~ <t: ~ u :a ~8 Ci...l Logged by: T.D. Measured Depth to Water(ft): N/A VISUAL CLASSIFICA nON ~ ::E ~ SAMPLES E- ~ ~: O~ ~~ ~ Of- f- 0 ;)je; - i:il ~~~>0f-5 1!;fIl :> ...l 0'- ...It/J :>< ~ ;::;:l g. ~O e<:'n ~gj o Cl ESe ti:::E 08 ...If- (SM) Silty Sand, fme WIth gravel to 1 2", li t brown ~ ~ ~ Cl 5 (SP) Sand, fine with medium and coarse, light brown (SP) Sand, fine with medium and coarse, light brown 10 IS 20 25 30 (SP-SM) Sand, fine with silt, light brown (SP-SM) Sand, fine with silt and clay, light brown (ML) Sandy Silt, fine with fine sand, light brown (ML) Sandy Silt, fine with fine sand and clay, light brown (SP) Sand, fine with medium and coarse, light brown ~..c 1. ~ . ~ .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. ~ ~ TEMECULA, CALIFORNIA 99378-3 3.1 127 Ring 50 2.0 115 Ring 40 4.1 107 Ring 2.9 37 9,1 107 Ring 6.8 62 11.0 115 Ring 16.7 21.0 44 21.6 97 Ring 66 14.1 116 Ring 12.7 8.9 Enclosure B-3a \0 I I I I I I I I I I I l- I I I I I I I Date Drilled: 51] 8/99 Equipment: CME 55 Drill Rig Surface E]evation(ft): ]200:1: 60 '" ~ <. ,- " " , " " , " " 65 ..; ,b ,- '" '" '0 " 0 -, , " -, " " w ~ " " :2 .~ u E2 ~ ;;20 oS LOG OF BORING 3 Client: AGK Group, LLC Driving Weight I Drop: 140 Ib/30 in Logged by: T.D. Measured Depth to Water(ft): N/A '" ~ -< :;E gJ SAMPLES f-< 8p i)j~ ~ ~ ~.:: i;l 5 S 50 o a:I a:le VISUAL CLASSIFICA nON (SP) Sand, fine with medium and coarse, light brown (SM) Silty Sand, fine, light brown (SP) Sand, fine with medium and coarse, light brown END OF BORING NO BEDROCK NO REFUSAL NOffiL SLIGHT CAVING NO FREE GROUNDWATER i rite ::I. ~ . r.J .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. · ~ ~ TEMECULA, CALIFORNIA 99378-3 i: ~ III o ~~ ~~ ot;; 5 1iJes ~'t [i::;E 05 o ...J ~'" ~I- ~gj ...JI- 40 45 50 55 62 9.7 115 Ring 48 9.4 119 Ring 52 ]2.4 ] 19 Ring 15.2 70 6,7 118 Ring Enclosure B-3b \\ I LOG OF BORING 4 I Date Drilled: 5/18/99 Client: AGK Group, LLC Equipment: CME 55 Drill Rig Driving Weight / Drop: 140 Ib/30 in I Surface Elevation(ft): 1131:1: Logged by: T.D. Measured Depth to Water(ft): N/A SAMPLES ~ ~ e..: I ~ o~ ~ ~ ~ ell 0.... ~ t: 0 ,.;: u VISUAL CLASSIFICATION ~ ~~ ...l ,~ - ell ell ~ ,::a ::a ~ ~ ~.:::: o!ii 5 -ell I .... ~o ~~ ,~ ~ ~ 0" ...lo >-c ~ ~ ...l0' ~:::;: ~ C,) :0 03 a:li::. '" 05 ...l.... 1.8 I Ring 45 1.4 127 I 5 I (SP-SM) Sand, fine with medium, coarse and silt, light 6.3 brown 8 7.1 117 Ring, Consol. I W I 21 5.9 liS Ring I 15 (SP-SM) Sand, fine with medium to coarse, light brown 7.6 I 60 5.7 118 Ring 20 I 71 7.4 119 Ring I' 25 ~ I II >. Cl " 44/6" 5.8 108 Ring -; " END OF BORING " I ~ 0, <, 30 '" NO ,BEDROCK .. ~ M NO REFUSAL ~ "' " NOFll..L I c' ~, SLIGHT CAVING .. a NO FREE GROUNDWATER " w a: 0 I m ~i CJ. ~ . ~ RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. Enclosure · TEMECULA, CALIFORNIA 99378-3 B-4 \Z- I I LOG OF BORING 5 I Date Drilled: 5/1 8/99 Client: AGK Group, LLC Equipment: CME 55 Drill Rig Driving Weight / Drop: 140 Ib/30 in I Surface Elevation(ft): 1140:l: Logged by: T.D. Measured Depth to Water(ft): N/A SAMPLES t- ~ ~ II ~ O~ ~ 3 ~ VJ 0.... o~ ~ 0 ~ U VISUAL CLASSIFICATION ::<: ~l>. ....l ~ - VJVJ f:lVJ := := p:; <I; ~ ~,:::: i~1 .... ~" > ::<: ~.... ~ ~ ::2 ~ 0" ....l- ;"C ~g] ,,3 ~ ....l0" ~o 0:: u 0 III III 6 "'~ 05 ....l.... (SM) Silty Sand, fine, light brown 1.8 I 8 2.9 99 Ring, Consol. I (SP-SM) Sand, fine with medium, coarse and silt, light 48 5 brown 10 ;,.4 117 Ring, I Consol. I 10 13 5.2 114 Ring, Consul. -I (SP) Sand, fine WIth medium, coarse and gravel to 3/4", 5.6 - 15 brown I (SP) Sand, fine with medium, coarse and gravel to 3", 5'2 9.1 119 Ring brown 6.3 I 20 I ,8/1 I' 6,7 121 Ring I 25 I 64 7.5 121 Ring I END OF BORING ~ " " ~ ~ u I ~ NO BEDROCK ~ ~ - 30 NO REFUSAL ~ ~ NOFll..L iil ~ I g SLIGHT CAVING ~, NO FREE GROUNDWATER ~ " ~ w '" " I '" i IlIc ::j.~. ~.RESIDENTIAL/COMMERCIALDEVELOPMENT JobNo. Enclosure I TEMECULA, CALIFORNIA 99378-3 B-5 \? I I, ! I I I I I I I I I I I I I I I l I I LOG OF BORING 6 Date Drilled: 5118/99 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1112:1: Client: AGK Group, LLC Driving Weight! Drop: 140 Ib/30 in Logged by: T.D. Measured Depth to Water(ft): N/A 26 5.8 113 Ring 20 (SP) Sand, fine with medium to coarse, light brown 4.6 6111' r.e 118 Ring END OF BORING 25 ~ ~ . D <, i c " NO BEDROCK 0 ~ 30 NO REFUSAL . , NO FILL ~ 9, SLIGHT CAVING NO FREE GROUNDWATER w ~ 0 r w ~ 0 m !i (CJ ~ ~ RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. Enclosure , · ,. · TEMECULA, CALIFORNIA 99378-3 B-6 \~ ~ <::: ~ SAMPLES f--I o~ 01- ",f;: C/l ~, ~ ~ ~.:: ~ ~ ~~ ~~ ~~ !3 t: o ti; 5 ~o ~'t ~::E 05 2.9 o -l uJ -C/l "'I- ~12 -ll- SS u ::a ll. ~C c3 VISUAL CLASSIFICATION ~ ::E gj 15 ll. uJ o (SM) Silty Sand, fme, i t brown 45 5.0 126 Ring 5 (SP-SM) Sand, fine with medium, coarse, clay and silt, dark brown 17 8.9 123 Ring, 9.7 Consol. 10 18 16.6 116 Ring 15 I I I I I I I I I I I I I I I I I I I LOG OF BORING 7 Date Drilled: 5118/99 Client: AGK Group, LLC Driving Weight! Drop: 140 Ib/30 in Equipment: CME 55 Drill Rig Surface Elevation(ft): 1104:1: Logged by: T.D. Measured Depth to Water(ft): N/A SAMPLES ~ r-: f-< ~ O~ ~ ~ ~ '" Of-< ~ f-< 0 a:: u VISUAL CLASSIFICATION ~ !:::C"" ~ ..J .~ ~ ",'" ?5 f:!J", ;t ;t ~ ~.:: Of-< f-< ~o :.: ..JgJ >-c !:::cf-< "" ~ :3 0= co'" ~ 03 i::J ..JJf gJO p:: " <~ 0 0 co co~ ""~ 05 ..Jf-< 1',:-":,.'":,,, (SP) Sand, fine with medium and coarse, light brown ~ END OF BORING 40/6" 4.7 109 Ring - 40 - 45.- I-- 50 - NO BEDROCK NO REFUSAL NOELL SLIGHT CAVING NO FREE GROUNDWATER I-- 55 - - 60 - . - 65 - , . : ~ ~ ~ '" " :t " ~ " M ~ ~ " o ~ w ~ o ~ w '" o m :.~ lIe::::l ~ Iiil RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. . · ~ · ~ · TEMECULA, CALIFORNIA 99378-3 Enclosure B-7b \(p I I I I I I I I I I I I I I I I I I I Date Drilled: 5/18/99 EQl1ipment: CME 55 Drill Rig Surface Elevation(ft): 1102:1: LOG OF BORING 8 Client: AGK Group, LLC Driving Weight 1 Drop: 140 Ib/30 in Logged by: r.D. Measured Depth to Water(ft): N/A SAMPLES E- ~ ~ ;l. O~ ~ ~ ~ lZl 01- ~ I- 0 c::: u ~ ~ll.. - ....l ~ - VISUAL CLASSIFICA nON lZllZl 5 tll :I:: :I:: <t tll ~.~ 01- -lZl !;: ll.. > ~ ~I- ;;i0 ::'E :J 0= ....l5!l >-c ~f2 tll 03 ~ i:2 ....lC' tllO ~u 0 0 o:l o:l!::J, G:::'E 05 ....ll- (SM) SIlty San , me with gravel to I ", light brown 2.0 40 2.8 124 Ring 5 (SP-SM) Sand, fine with medium and silt, light brown 31 5.6 123 Ring IO 26 4.2 113 Ring 15 (SP) Sand, fine, light brown 6.1 70 5.5 110 Ring 20 (SP) Sand, fine with medium to coarse and gravel to I", 4.8 light brown 67 5.5 115 Ring 25 END OF BORING ~ ~ II ~ " " =i " , NO BEDROCK ~ " M 30 NO REFUSAL .. ~ NO FILL ~ " SLIGHT CAVING 0 ~I NO FREE GROUNDWATER w ~ 0 I w- '" 0 m i aC =:1 ~ ~ .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. Enclosure · .. TEMECULA, CALIFORNIA 99378-3 B-8 \\ I I I I I I I I I I I I I I I I I I I Date Drilled: 5/18/99 LOG OF BORING 9 Client: AGK Group, LLC Driving Weight / Drop: 140 Ib/30 in Equipment: CME 55 Drill Rig Smface Elevation(ft): 1127:1: I ~ " ~ ~ " ~ ~ ~ 30 '" ~ M m m " o -j ~. o ~ w or o ~ i Ie ::j. ~. - ~ .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. ~ ~ TEMECULA, CALIFORNIA 99378-3 2' ~ :I:: I- "" I.1l Cl u s: "" i;;i~ ~3 5 10 15 20 25 Logged by: T.D. Measured Depth to Water(ft); N/A VISUAL CLASSIFICATION '" ~ ~ gj SAMPLES E- o~ 01- ~~ '" V" ~ ~ ~.== 2:335- Cl a:l a:l ~ (SM) SI ty Sand, fme with coarse, Ight brown (SP"SM) Sand, fine with medium, coarse, silt and gravel to I ",light brown (SP) Sand, fine with medium to coarse and gravel to I", light brown END OF BORING NO BEDROCK NO REFUSAL NO FILL SLIGHT CAVING NO FREE GROUNDWATER ~~ ~~ Cl t;; ~ ....l- >-Q f:!J 0 IX " ""~ Clc 2.5 Cl ....l f:!J", ~I- ~[g ....ll- 55 2.9 132 Ring 4.1 27 4.5 120 Ring 26 6.2 120 Ring 29 8.3 121 Ring 8.1 38 10.5 121 Ring 69 7.6 120 Ring Enclosure B-9 \'0 I I I I I I I I I I I I II I I I I I I Date Drilled: 5/18/99 LOG OF BORING 10 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1152:!: @ ~ " o o :;i " ;( o M ~ l! o o ~, ~ o ~ w <r o m 2 .~ E ~ o u s:: ~o 03 Client: AGK Group, LLC Driving Weight 1 Drop: 140 Ib/30 in Logged by: T.D. Measured Depth to Water(ft): N/A ~ ::E ~ SAMPLES f- O~ Of-> ;;;~ ~ :i ~.:: 253s. o ~ ~E:J, VISUAL CLASSIFICA nON (SM) Sl ty Sand, fine with medlwn and grave to I ", light brown (SP) Sand, fine with medium, coarse and gravel to I", light brown (SP) Sand, fme with medium, light brown ~ . ~~ ~ t: o tii 5 ....l- ><c ~o ~" \J,,::E os 2.5 o ....l ~Vl !!:of-> ~[g ....If-> 5, (ML) Silt with clay, brown 10 1.9 106 Ring 3.4 42 7.0 114 Ring, DS 46 6.5 121 Ring 4.8 55 5.5 110 Ring 7.1 65 7.3 114 Ring (SM) Silty Sand, fine with mediwn and coarse, light brown END OF BORING NO BEDROCK NO REFUSAL NO FILL SLIGHT CAVING NO FREE GROUNDWATER 9.7 65 9.6 130 Ring '.~ le:;j ~- r.J .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No, . · ~ · ~ TEMECULA, CALIFORNIA 99378-3 10 15 20 25 30 Enclosure B-IO \C\ I I 'I II I I I I I I I II I I I I I I I LOG OF BORING 11 Date Drilled: 5/18/99 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1173:!: Client: AGK Group, LLC Driving Weight! Drop: 140 Ib/30 in Logged by: T.D. Measured Depth to Water(ft): N/A (ML) Sandy Silt, fme with clay, light brown 16.4 .~ <::: .~ ,:t E-< ,,," .~ o ~ ::E ;;2 SAMPLES ~ 8p ~~ Vlw ~ ~ ~.::: ~5gg. o CO CO ~ u 5:: ~" "g VISUAL CLASSIFICATION I! ::l 5 (SP) Sand, fine with medium and coarse, light brown 10 15 20 ~ " ~ ~ " , ~ " ,.; ~ , M m m 8 ~I W ~ " ~ w ~ " m 1J" I (tC ::::j. ~ 0 r.J .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. M ~ ~ TEMECULA, CALIFORNIA 99378-3 ~~ ~~ o!ii 5 ...l- >-c ~o ~" ",::E 05 o ...l ~Vl ~E-< ~g] ...lE-< 28 3.9 116 Ring 47 7.8 125 Ring 7.3 65 Ring 63 Ring 70 Ring 62 Ring 57 Ring Enclosure B-lla 1P I I I I I I I I I I I I I I I I I I I LOG OF BORING 11 Date Drilled: 5/18/99 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1173:!: Client: AGK Group, LLC Driving Weight / Drop: 140 Ib/30 in Logged by: TD. Measured Depth to Water(ft): N/A SAMPLES ~ ~ ~ 'J'. O~ ~ ~ ~ ell OE- o~ ~ 0 <l:: u VISUAL CLASSIFICATION i;2 ~~ ....l ~ - ell ell EJeIl ::c ::c E- ~o ~ ~ ~ ~,.: ~E- ~ Q2 5 0= ....l- >-Q ~ ~ ....lC' EJ~~u ..:rg 0 03 o i:ll i:llS tL. 08 ....lE- (ML) Sandy Silt, fme WIth clay, light brown R 43 18.7 109 Ring I'--' r-40~ ,,", (SM) Silty Sand, fine, light brown ~ 62/11' 10.7 118 Ring '-' . J': :,:".."...', tr,,> . !.',.,:, - 45 11\ ',.,.1.. m 11.3 !;~;, (SP) Sand, fme with medium and coarse, light brown ~ 65/11' 12.1 117 Ring :..,.< r- 50 ->i ~ 9.7 END OF BORING .2S. 41/6" 8.2 110 Ring . 55 - r 60- NO BEDROCK NO REFUSAL NO FILL SLIGHT CAVING NO FREE GROUNDWATER I ~ o " ~ I " ~ ~ - 65- ~ , M m m 9 I W <5 I W a: o m 1J,. ~. ~ . ~ IiiI RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. 1ll'J ~. ~ ~. TEMECULA, CALIFORNIA 99378-3 Enclosure B-ll b 2.\ I I I I I I I I I I I I I I I I I I I Date Drilled: 5/18/99 LOG OF BORING 12 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1159:1: ~ o ~ C <; r " ;( ~ 30 '" ~ i! '" 0' ;1. o r w. <r o m 2 .~ :I: f- "" ~ u s:: "" ~o oS Client: AGK Group, LLC Driving Weight / Drop: 140 Ib/30 in Logged by: T.D. Measured Depth to Water(ft): N/ A 00 ~ -0:: ::E ;;j SAMPLES E- O~ Of- ;)jBi g: :>: ~ ,:::: iXl H q 50 Cl ~ ass VISUAL CLASSIFICA nON (SP) Sand, fine with medium to coarse, light brown (SP-SM) Sand, fine to medium with coarse and silt, light brown ;R~ ~~ Cl!ii 5 ....l- >-c ~o cc: <.l [:;:::E Cl5 5.3 Cl ....l ~ -00 ~1- ~[j ....ll- 5 1'0 15 20 25 (SM) Silty Sand, fme, light brown 46 9,6 118 Ring 49 9.5 118 Ring 15.5 59 14,1 119 Ring 8.4 62 9.4 118 Ring 8.9 56 9.3 129 Ring (SP) Sand, fine with medium to coarse, light brown END OF BORING NO BEDROCK NO REFUSAL NO FilL SLIGHT CAVING NO FREE GROUNDWATER 4.8 62 4.8 119 Ring i .c ::jJ. ~ . r.J .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. ~ ~ TEMECULA, CALIFORNIA 99378-3 Enclosure B-12 Z'Z- I I I I I I I I I II I I I I I I I I ,I Date Drilled: 5/18/99 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1139:1: LOG OF BORING 13 Client: AGK Group, LLC Driving Weight! Drop: 140 Ib/30 in Logged by: TD. Measured Depth to Water(ft): N/A SAMPLES f--oI ~ . c~ O~ ~ <Il OE- ~ t: 0 c::: u ~ ,=:"" ..J ~ i VISUAL CLASSIFICATION <Il<ll l:J<Il :I:: "" < '-':I ~ ~.~ OE- ~ E- ~d :E ;> ..J <Il >- '=:E- "" C2 0'" '-':10 ~'B i:ll<ll '-':I d3 gj ..JC" <'-':I 0 0 i:ll i:ll~ ti::E O~ ..JE- (SM) Silty Sand, fme with gravel to 1/2", hg t brown 1.8 18 2.0 115 Ring 5 32 4.9 127 Ring (SP-SM) Sand, fine with medium, coarse and silt, light 5.3 brown 10 49 10.5 122 Ring (SP) Sand, fine with medium to coarse and silt, light 9.9 brown 15 40 10.7 115 Ring (SP-SM) Sand, fine with medium to coarse and silt, light 15.2 brown 20 40/5" 9.5 128 Ring (SP) Sand, fine with medium and coarse, light brown 3.4 25 ~ 48 3.1 105 Ring ~ END OF BORING ~ 0 '" ~ ~ <.) ~ NO BEDROCK '" ~ 30 NO REFUSAL .. ~ NO FILL ~ 9, SLIGHT CAVING NO FREE GROUNDWATER w 5 ~ w ~ 0 m i lie =i. ~ Q ~ .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. Enclosure TEMECULA, CALIFORNIA 99378-3 B-13 ~ I I I I I I I II I I I I I II I I I I I LOG OF BORING 14 Date Drilled: 5/18/99 Equipment: CME 55 Drill Rig Surface Elevation(ft): 115!:!: Client: AGK Group, LLC Driving Weight 1 Drop: 140 Ib/30 in , (SP) Sand, fine with medium and coarse, light brown , :,',"" f- 20 -\\> ....>;,...,. W>/....' 8' ~ u - ::c ~c:J c:J3 :,',',: ::.,..' ",.,',':: :.',,.,:,,.,,, ii/ ,","i .:,:,:,',:, ".,.'. f- 5 ',',' /y( ::Iii - 10'-.'."::::"'" ,..: .: 1\ I:j- ','.', ',1' '..,.,' - 15 -I ',',', , ".,',' ...", / E I:LI CI - 25 - ~ ~ ~ o '" ~ ~ " ~ ~ ~ - 30 - ~ ~ ii '" o ~I w ~ o ~ w ~ o m Logged by: T.D. Measured Depth to Water(ft): NI A VISUAL CLASSIFICA nON ell ;:2 -< ~ gz SAMPLES f- ;? ~ O~ ~e...,,:;: ,..., Of-- f-- .... f::::l>. - ....l eIl~ 5 ~eIl ~ ~ g.~ :3 f!l ;>< C' as tii o as sl~ ~~ ~5 j~ ~ 2.7 (SM) Silty Sand, fine with gravel to I n, light brown X 9 "-' 2.5 III Ring, Consol. Z 18 8.2 125 Ring '--' (SP-SM) Sand, fine with medium, coarse and silt, light . 8.6 brown k--; 46 12.8 122 Ring (SM) Silty Sand, fine with medium to coarse, light brown 13.8 y.... 47 8.6 113 Ring 8.1 END OF BORING X. 58 '--' 9,6 113 Ring NO BEDROCK NO REFUSAL NO FILL SUGHT CAVING NO FREE GROUNDWATER Enclosure ~ I:c ~. ~ II Iiil.RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. ~ ~ ~ TEMECULA, CALIFORNIA 99378-3 B-14 ZA.. I I I I I I I I I I I I m I I I I I I LOG OF BORING 15 Date Drilled: 5/18/99 Equipment: CME 55 Drill Rig Surface Elevation(ft): 1117", I b ~ '" " ~ ~ ~ M '" ~ 8! [5 ~, ~ o '" w ~ o '" <8' ~ u l2 ~ ;;ir,:, r,:,3 Client: AGK Group, LLC Driving Weight 1 Drop: 140 Ib/30 in Logged by: T.D. Measured Depth to Water(ft): NIA Vl ~ .( ::2 ~ SAMPLES !- ~ ~ O~ ~~;;; Of- f- t!:~ - Vl~ 5 g; ~ ;;;.~ :1 Vl >- C2 ;3 3,?,o ;:30 ~] Cl ~ ~~ ~::2 Cl,t; 4.4 Cl ...l ~ -Vl t!:f- ~l{J ...If- VISUAL CLASSIFICATION (SM) Silty Sand, fine with medium to coarse, brown 10 4.7 109 Ring (SP-SM) Sand, fine with medium and silt, light brown 16 10.7 124 Ring 9.9 (SP) Sand, fine with medium and coarse, light brown 51 11.0 118 Ring 4.1 END OF BORING NO BEDROCK NO REFUSAL NO FILL SLIGHT CAVING NO FREE GROUNDWATER 48 7.5 129 Ring ~ I ~. ~ .. ,. .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. . ~ ~ ~ TEMECULA, CALIFORNIA 99378-3 i5 ~ ~ Cl 5 10 15 20 25 - 30 56 8.4 119 Ring Enclosure B-15 Z:~ I LOG OF BORING 16 I Date Drilled: 5/18/99 Client: AGK Group, LLC Eql1ipment: CME 55 Brill Rig Driving Weight / Drop: 140 Ib/30 in I Surface Elevation(ft): 1I1I:t Logged by: T.D. Measured Depth to Water(ft): N/A SAMPLES E- ~ ~ I ci'( o~ ~ ~ ~ ell 01- ~ I- 0 c::: U VISUAL CLASSIFICA nON ~ ~p" - ...l ~ - ell ell ~ W ~ :: -< ~ :.: ~.:: 01- -ell I ~Cl ::E ...lgJ >c ~I- p" 02 :3 0::> ~[fJ W ClS ~ ...l0' wO ~ u 0 o co coS i:i:::E 08 ...ll- (SM) Silty Sand, me with clay, light brown 7.3 Exp. I 73 6.1 128 Ring I 5 I 55 12.2 123 Ring I 10 I 38 12.6 117 Ring I 15 (SP-SM) Sand, fine with silt, light brown 8.4 I 70 7.8 123 Ring (SP) Sand, fine with medium, light brown 4.1 20 I (ML) Sandy Silt, fine, light brown 56 2.7 112 Ring I 25. ~ ~ I ~ ~ >- 0 " 48 12.1 117 Ring ~ , " END OF BORING 0: I " 30 .; NO BEDROCK '" ~ M Ii: NO REFUSAL " NO FILL I g w SLIGHT CAVING ~ 0 NO FREE GROUNDWATER " w a: I lil !i .C ~. ~ . ~ .RESIDENTIAL/COMMERCIAL DEVELOPMENT Job No. Enclosure , TEMECULA, CALIFORNIA 99378-3 B-16 ~ I I ,I I I I I I I I I I I I I I I I I I '.,;: .~. '-' ~.~~,. r...~.. APPENDIX "e" LABORATORY TESTING j!..1 I I I I I I I I I I I I I m I I I I I I :.,-.-:;: .11'<1. ~ /t: . Enclosure "C-l" Job No. 99378-3 TEST DATA SUMMARY . OPTIMUM MOISTURE - MAXIMUM DENSITY RELATION: ASTM D 1557-91 'Boring No.1 Deoth Classification Optimum Moisture (Percent) 1/0.0 Silty Sand, fine with medium and clay, light brown (SM) 8.0 Maximum Dry Density (PCF) 128.0 :SOLUBLE SULFATES: EPA METHOD 9038 . Boring Deoth (Ft.) Level Exoosure* 2 6 0.0 0.0 N.D.' "negligible" N.D.' "negligible" Based on criteria from American Concrete Institute Manual of Concrete Practice, 1997 (Part 3), Table 4.3.1 , Analysis repDrted as N.D. were not present above the 0.01 percent level of detection. ~ I I I I I I I I I I I I I I I I I I I .: -::. I~.I ..- . ,~.~,. Enclosure "C-2" Job No. 99378-3 TEST DATA SUMMARY I EXPANSION INDEX (Exp): ! UBC Standard Test Method 18-2 ; BDring No.1 Initial Final Degree of Depth Moisture Moisture Saturation Expansion Expansion (Ft.) (%) (%) (%) Index Potential 1/0.0 2.0 15.3 46.1 "consolidated" 2/0.0 9.3 17.3 50.7 32 "low" 16/0.0 9.2 13.8 51.4 67 II medium " :z.CI, I ( I I I - .... en ~ - ;2 tn tn w a: .... tn a: <( w :I: tn 11 I I I I I I I I I I I I I FOR: AKG GROUP, L.L.C. RESIDENTIALjCOMMERICAL DEVELOPMENT TEMECULA, CALIFORNIA ENCLOSURE "C-3" JOB NUMBER "2,.. 99378-3 ~ :3 , , , , , , , , - , , i , , : I , : ! , I I , , , , , I , , I I , : I , I , , I I I , I , I , I ! I , I : I , , : , , I , I , , I , I , , I I , , , , , : , I , , , , , I I I I I , , I , I I : I I I i I , I I , I , I , I , I : , , I , , , : I , , I i I I : , , , , , : I i , , I , I I I , , : , I , , , , , I : , , : I , I , , , I , , , I , , I , I I I , , i , , , , I I , I I , , I , I ; i ; I I I : , I I I I , , I : I I i , , , I , , I I I , I I i , I I I i I I I I I I I I , I I I I I , I I I I ! , I I I , I I I , I : , I , I : I I I i I I I i I I , I : : , I I I I ! I I , I I , I I I I I , , I i I I I I , , : : I i , I , , , , , , I I , : I I I : I I I , I , I I , , , I I I I I , I , I I , I , I , I , I I I I , : I I I( I I I I I I I I I I I I I I I I I : I ENCLOSURE: .C-3on JOB NO.: 99378-3 SHEAR STRESS vs DISPLACEMENT B-1 @ O',Remolded @ 900/0 RC,Sat,99378-3 2500 . . . , . c;:- '2000 ................;............ ..,................~.....-..........~................. ..-....-........ (/). . I . I , 0. '::: - . I I I . I I en :::: 1'1'\ ,. I I W'" !1:500 ......... .....i........-........:................~................~................. ................ . , . CI: ::: ~ ::: (/) . I , a: 11000 moo nmm.-j--mmmmm:mnn ' ~ ':: UU :: JC :: C/) :500,... ..........j.-............-..j.....-.........."'............... o 2 4 6 8 10 SHEAR DISPLACEMENT (0.01 in) 12 I Normal Stresses I I-a- 726-760 pst -..- 1489-1 :5:5:5 pst - 3083-3221 pst I :,\ I I I I , I - ... C/l ~ - 2 en CI) w a:: I- en a:: <C w J: CI) :1 I I I I I I " I I I I I' 3 , , I , , , , , , , , ; : i I , , , , , I , : , , , , i , I ,I il I I I i I I I I I I I I I I I I I ENCLOSURE: -C-4a- JOB NO.; 99378-3 SHEAR STRESS vs DISPLACEMENT B-2 @ 12',Undisturbed,Saturated,99378-3 2500 - I '" iUs 2000 ................:...... .........:................:c....-...........:.................:................ '0.. :::: - '" I I I I I I C/) ::::: C/) I I , I I L1J 1!5()() .......-.. --.-i--...............t.....--.--.....--r....-------..--.i-..........------r----.--....----- CI: I,": I- ::::, (f) "'" ex: 1()()() ..... ...... -..i.---...--........i.................~...........--...i.................f.............-.. <C .. I . I . .. I . , ill i' J: ' ." (/) ~()() -. -- ------- -~------------_._..~-_._---_._------~-----------_.__.~._---------------~.__..._--------- , , I , , . . , , , . . , , , , . , I , , . , , , : : : : : I , . , , o 2 4 6 8 10 SHEAR DISPLACEMENT (0.01 in) 12 I Normal Stresses I I-a- 726-760 pst --.- 1489-1555 pst - 3083-3221 pst I ~ I I I I I I I I I I I I I I I I I I I .... .... CIl ~ - 2 (J) (J) w ~ ~ (J) ~ <C w J: (J) '1 3 , , , I I I i ; I , I i I , , , : I , , I ; , , I , , , I , , , , , , I I , I , , i ! I I : i , , , I i I , I I i ! I I I i I I , , , ; i , , I , , , I I I , , I I ! I I I , , , , , i I I , i , I I I I , , I I I I i I , , ! I , , I I I i ! i i I , I I , , , , , , , , I , I , , , , I , , , i , I , I I , I I I , , i I , i , I I I I , , I I , , , I I ! i , , I , , I , i I I , I i I ! , , , ! , I , , , I ! I I ! i I , , , I I I I I ! , I I , , , , I , , I I I I , i , I I I , , , , I I I , , I , , , I I i , , , I , i , I , I I , , , , i I , , I , " I I , , I I ! I I I I , I I I I , , I I , I i I , I I , I I I I I I I I , , , , , I , I I , , I I ! ! I I , , , , , , , ; I , I I , I , I I I I I I , I I , , I I I , , I I , I I I I , I I I , , ! , , , I I I , , I I I , I I , , I , I , i , ! , I i I I I I I I I , I I ! , I I I , , I , , I I I , , I , , I I ! I I , , I I I I I , , I , i , i i I , , , I , I ! I , , , I I , , , , , , I , I I I 'I I I I I I I I I I I I I I ,I I ENCLOSURE: -C-San JOB NO.; 99378-3 SHEAR STRESS vs DISPLACEMENT 8-10 @ 7',Undisturbed,Saturated,99378-3 2500 , . I I , . I I . , . . , I . . , c;:- '2000 ...-----..... .;.-----.........--:------......----~....-----....---;.........--------~.....----.....__ CI) : ::::: a. ::::: - 'I I . , I . , , . C/) ::::: Cf) "'" LlJ 1!500 .----- .....----~-.........------.:.........----....~..--.......----.~...-------......-~--.......------. a: :'::: ~ ' (/): :: a: 1000 0000 --. nm_jnnn_ mnnlnn_.nmmn_,n__m m '_n_h_mmn_+hnnmhh__ ~ : llJ : : : :r: :,:,: Cf.) 500, - -- -----..--~----------.------:-------..-------~.-..------..----~--.....----------~.---------.----- . I , . , . , , . , . . , . , . I , . , I . , . , I . I . I , . I , , , , I I , , , o 2 4 6 8 10 SHEAR DISPLACEMENT (0.01 in) 12 I Normal Stresses I -e- 726-760 pst ......... 1489-1 !555 pst -- 3083-3221 pst 3"> I I I I I I I I I I I I 'I I I I J I I 1.??oo I I 0,9500 I () Z 0.9000 - .c ,Ql (l) I Q) g- 0,8500 <'l (J) 0,8000 . II 0.7500 . Inundll1ed II, IIIIIII ~ 8 8 8 ~ 8 ~ ~ ~ ~ ~ ~ ~ ~ ~ N '" .. 52 .. '" ?l Normal Load (LBS/Sa. FT.) - N BORING ND.: 5 DEPTH: 1.5' MOISTURE CONTENT: 2.9% DRY DENSITY: 99 pcf CONSOLIDATION TEST DATA (CONSOl.) FOR: AKG GROUP, L.L.C. RESIDENTIAL/COMMERCIAL DEVELOPMENT TEMECULA, CALIFORNIA ENCLOSURE -C-6- DATE, (JUNE 1999 JOB NUMBER ~ 99378-3 i C.~.~. INCORPORATED I II I II. I I I I I I I I I I I I I I I 1,0000 0,9500 I () "7 0.9000 := - .r:: Cl 'Qi I III g- 0.8500 <1l (j) 0.8000 0.7500 Field Moisture ' Inundated --- Rebound 11111111111 , " , Illi '" '" 0 8 0 0 0 0 0 0 0 8 8 8 ~ 8 g 0 0 0 0 8 8 8 '" '" .. "' g ~ N '" .. OJ :!? 0 N '" Normal Load (LBS/Sa. FT.) BORING NO.: 5 DEPTH: 5.5' MOISTURE CONTENT: 3.4% DRY DENSITY: 117 pet CONSOLIDATION TEST DATA (CONSOl.) FOR: AKG GROUP, L.L.C. RESIDENTIAL/COMMERCIAL DEVELOPMENT TEMECULA. CALIFORNIA ENCLOSURE -C-7- DATE"JUNE 1999 JOB NUMBER~",\ 99378-3 J , C.~.~. INCORPORATED I 1,1 I II. I' I I I I I '1 I I I ( I I -~ I' I 1.??oo 0.9500 :c o Z 0.9000 - ~ OJ 'Q) :c Q) E 0.8500 ctl (J) 0.8noo 0.7500 I ' . Inonde.1ed Rebound , , , " , III. IIIII1 ~ 0 ~ 0 8 ~ 0 ~ 0 ~ 0 0 8 0 0 8 8 8 8 .. g 0 0 '" .. '" ., '" ~ g Normal Load (LBS/SQ, FT.) ~ ~ FOR: AKG GROUP, L.L.C. DATE' :JUNE 1999 BORING NO.: 5 DEPTH: 10.5' MOISTURE CONTENT: 5.2% DRY DENSITY, 114 pef CONSOLIDATION TEST DATA (CONSOL.) RESIDENTIAL/COMMERCIAL DEVELOPMENT TEMECULA. CALIFORNIA ENCLOSURE -C-8- JOB NUMBER ~ 99378-3 i C.~.~. INCORPORATED I 1 I II ,I "n I I' I I II I I c~ I I f I I I I 1,??oo 0.9500 a: .(,) :z 0.9000 - :J:: :Cl :0:; a: IQ) .~ 0.8500 ICll Ul 0.8000 0.7500 ~ ~ FOR, AKG GROUP, L.L.C. DATE: JUNE 1999 . Inundated 8 '" ~ ~ ~ ~ Normal Load (LBS/SQ. FT.) ~ ~ ~ ~ '" ~ :!1 ~ 1i1 8 8 .. on ~ ~ BORING NO.: 6 DEPTH: 7.5' MOISTURE CONTENT: 8.9% DRY DENSITY: 123 pet CONSOLIDATION TEST DATA (CONSOL.) ENCLOSURE .C+9- JOB NUMBER = 99378-3 J' ib C.~.d. INCORPORATED RESIDENTIAL/COMMERCIAL DEVELOPMENT TEMECULA, CALIFORNIA I I J 8 I I FOR: AKGGROUP, L.L.C. DATE: JUNE 1999 . Inundated " , 8 '" g ~ ~ ~ ~ Normal Load (LBS/Sa. FT.) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ BORING NO.: 4 DEPTH: 7.5' MOISTURE CDNTENT: 7.1 % DRY DENSITY: 117 pef CONSOLIDATION TEST DATA ICONSOL.) RESIDENTIAL/COMMERCIAL DEVELOPMENT TEMECULA, CALIFORNIA ENCLOSURE .C-10. JOB NUMBER A, 99378-3 ",0 fl:h CC.IJ>A~. -JjJ. INCORPORATED I I.' f I I I I I( -I I I I I I' I J I I ( 1.??oo i 0.9500 :J: o Z' 0,9000 - r; Cl 'ii5 :J: Q) 'E 0 8500 E ' C'C C/) I 0.8000 .0.7500 . Inundll1ed __ _ Rebound I I I I , ~ i~ 8 8 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" . '" . '" Normal Load (LBS/Sa. FT.) ~ '" BORING NO.: 14 DEPTH:2.5' MOISTURE CONTENT, 2.5% DRY DENSITY:111 pef CONSOLIDATION TEST DATA (CONSOL.) FOR: AKGIGROUP. L,L.C. RESIDENTIAL/COMMERCIAL DEVELOPMENT TEMECULA, CALIFORNIA ENCLOSURE .C-11. DATE, JUNE 1999 JOB NUMBER ^ I 99378-3 ""':\ i C.~.~. INCORPORATED I f I I '& I I ( I '1 I I I I I I I f I - 1-. ., ~. ,--...WJ. ~/. APPENDIX "D" GEOTECHNICAL DETAILS 4.2- I I I I .1 I I' I I I I JJ I I I I I I I NA TURAL GROUN. . ...L~>,:/5f~ . ~ .~.. '. . .....-:-. "'LJ .' '.' ......, ~ .' . : : ~ .:.. :.., . 8' TYP . . ~ . . '. . 2 TYP. . , . .~'.~"~ . T .' '.' '._~'.' .( -,,"?-:.::..' -;' REMOVE UNSUITABLE ..a=J: ..10/0 ~IN..'. .:. MATERIAL (12" MINIMUM) 2' MIN. KEY DEPT~ I ,15' MIN. (K~ FILL SLOPE COMPACTED FlU PROJECTED PlANE 1: 1 MAX. FROM TOE OF SLOPE TO APPROVED GROUND . . . . . .' . ." . . . . .- .:': .': :::.j;i';; .' . ..-.-. ';.y-. . , " ,~~::'1'.0'~""" , .'. '. '::/:,.', 8' TYP. WATURALGROUND ....-:;. ::.'.. '. .... t P. ------- -. . . ....--: ~- . ,""'-.'. _ - '.--'2%.MIN:.' -- --.....-::; - - -- COMPACTED RU " ~ , I -# 15' MIN. ...1 LOWEST BENCH REMOVE UNSUITABLE MATERIAL (12" MINIMUM) CUT FACE TO, BE CONSTRUCTED SHOUW EXPOSE DENSE NA TURAL SOILS. IF NOT, EXCAVATE CUT FACE AND RECONSTRUCT AS RECOMMENDED. FOR SLOPE RU CONSTRUCTION ,FILL OVER CUT SLOPE NOTES: CD DIMENSIONS SHOWN SUBJECT TO FIELD CHANGE BASED ON ENGINEER'S JUDGEMENT @ BENCHING REQUIRED WHEN FillING OVER NATURAL GROUND STEEPER THAN 5H: 1V SLOPE BENCHING DETAIL FOR: AGK GROUP, L.L.C. RESIDENTIAUCOMMERCIAL DEVELOPMENT TEMECUL:A, CALIFORNIA ENCLOSURE "0_1" DATE ,JUNE 1999 JOB NUMBER 99378-3 4!? C.NI.d. INCORPORATED 1\ I I I I I I I I I I I ~ 1\ 'I I I t I ~ NATURAL GROUND COMPACTED FILL . TYPICAL : BENCHING DETAIL BELOW ALLUVIUM REMOVAL NOTE' OOWNSTREAM 20' OF PIPE AT OUTLET SHALL BE NON - PERFORATED AND BACKFILLED WITH FINE GRAINED MATERIAL. OUTLET SHALL BE TO NON-NUISANCE AREA. - c: . III ~ .... '. FILTER' USE GRAVEL, (I" BY # 4 CONe. AGGREGATE) MINIMUM OF NINE CUBIC FEET PER FOOT OF PIPE. ENCASED IN FILTER FABRIC. (MIRAFI 140 OR EQUAL). FILTER MATERIAL SHALL BE LAPPED PER THE MANUFACTURERS SPECIFICA- ToNS. VARIABLE TO a" D11. SCH.40 OR EOUIVALENT WITH CRUSHING STRENGTH OF AT LEAST 1000 LBS. WITH 8 UNIFORMLY SPACED PERFORATla-IS PER FOOT OF PIPE IN:frrALLED WITH PERFORATION ON BOT"Taof OF PIPE. CONSTRUCT SO AS TO DRAIN. NOTE: PVC DIAMETER SIZE DEPENDS 'ON SURFACE GRADE AND CANYON SIZE. SUBJECT TO REVIEW BY GEOTECHNICAL ENGINEER. TYPICAL SUBDRAIN DETAIL - ENCLOSURE "0.2" JOB NUMBER 99378-3 t>(;. c;:. H. ......INCORPORAlED FOR' AGK:GROUP, L,L.C. RESIDENTlAUCOMMERCIAL DEVELOPMENT TEMECULA, CALIFORNIA' DATE< ,JUNE 1999 I I I I I 'i I' IJ I I /1 I I I I I I I DATE JUNE 1999 I FOR, Building Setback Requirements ( Constructed Slope,J FACE OF FOOTING FACE OF BUILDING B #~ ~ TOP OF SLOPE 1~~iIIlIDl~lil~illlllll'IIIII~~tllllI1 0-10' 5' MIN. 10'-20' h/2 MIN. 20+ 10' TOE OF SLOPE '11.!!'illl[~lt!~jlI11tlll.~.~W'.'. 0-10' 5' MIN. 10'- 30' 30'+ h/2 MIN. 15' AGK' GROUP, L.L.C. RESIDENTIAUCOMMERCIAL DEVELOPMENT TEMECULA, CALIFORNIA ENCLOSURE "0-3" JOB NUMBER A./ 99378-3 op lib C.IH.~' INCORPORATED It I, I I I I I I I t I I I I I I I I, I FOUNDATION AND SLAB RECOMMENDATIONS FOR EXPANSIVE SOILS Expansion Index 0-20 Very low Expansion Expansion Index 21 -50 Low Expansion Expansion Index 51,90 Medium Expansion Footings See Soils Report Minimum 12 inches Deep. 1 No.4 bar continuous top and bottom. .. .a III in Floor Slabs 'g CIl C o 'w c CIl I- See Soils Report 4 inches thick Inormall 6X6~ 10'10 wire mesh at mid+height. 6 mil moisture barier plus 1 inch sand over and under barrier. .. .. o I:l. Pre-Soaking of . Slab Subgrade . Soils See Soils Report Soak to 12 inch depth to 4% above optimum moisture content. Soak to 18 inch depth to 5% above optimum moisture content. Notes: expansion index based on UBC Test Method 18-2. ENCLOSURE: "D-4" JOB NO.: 99378-3 Expansion Index 91 -130 HiQh Expansion .. .a III in 'g CIl C o 'w c CIl I- .. .. o I:l. Soak to 24 inch depth to 6% above optimum moisture content. Special Design is required for very highly expansive soils. I FOUNDATION AND SLAB DETAIL I SLAB SUBGFlADE \ DOWEL (WHEN AEOl.JIAED) VISOlEEN GRAVEL OR AGGREGATE (WHEN RtOVlAEDI . .. . . ~~.~- A.,Ct> r&l1"-1r"r\t:)Dr\O ^ n::~ I I I I t I I I I I I i~ 1_. ., I~. /~.~.i. APPENDIX "E" GEOLOGIC DATA t I I " I I I I} I .1..1 E I , I , , I I , I ~ E ~ 1/ ~ h '~ ~ j ;, / Vi ~ ~ / / 1/ v J ~ ~ / / I ./ / v/ /' / / i / V V / ~ ./ J F ~ /' / v V ./" -i ~ / ----- ..........-1'"' ..........- ~ ~ ~ == I I I I I I I _L'; ~~ 0> Ol '-' Oz coO 'f- 0<( r-.i:Y .w 0-1 W ~u au <( l{) c:i v o I"') c:i ENCLOSURE: .E-1. JOB NO.; 99378-3 l{) ~ v c.:l I"') I Ui co r-. 0:: I"') Ui Ol Ol ,...... r-. Ol 0 Ol Z ~ ~ rn 0 -, --' --' w rn CL :::; <I: U I"') N ~ ~ ~ q 0000 N 0000 c:i 0::0::0::0:: wwww CLCLCLCL c:i o o ~ o = o en o <Xl o r-. o 10 o l{) o v o I"') o N o ~ (~) 3JN\fm3JX3 .:10 Al1l18\f80tJd WWWW 0::0::0::0:: :::>:::>:::>:::> UiUiUiUi 0000 CLCLCLCL xxxx WWWW 0::0::0::0:: ~~~~ >->->->- I I I I l{)0l{)0 Nl{)r-.O ~ ~III ~I A(6 . I I I I I II I I . I I ,I I I I I. I I APPENDIX "F" SLOPE STABILITY CALCULATIONS .~ .11' IJ. ~Ij . i\q . I I *********************************************** * ******************************************* * I . . . . . . . . . . . . * * TAGA Engineering Software Services * * Berkeley, California USA TSTAB slope stability analysis Revision 2.52 - 01/06/86 I . . copyright (c) 1983,84,85 TAGA copyright (c) 1983,84,85 DPMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . * * IBM PC & 8086/8088 MS-DOS Version by . . * * Design Professionals Management Systems * * Kirkland, Washington USA . . . . . . . . . ******************************************* * *********************************************** . ********************************************************************* I ASSUMED 50' 2:1 "COHESlVEU CUT, STATIC, C""lSO phi-30,AGK, 99378-3,AGK. ********************************************************************* ****************************************** I ANALYSIS BY BISHOP'S SIMPLIFIED METHOD ****************************************** ************** INPUT DATA . ************** I CONTROL DATA, AUTOMATIC SEARCH FOR CRITICAL CIRCLE NUMBER OF DEPTH LIMITING TANGENTS 0 NUMBER OF VERTICAL SECTIONS 7 NUMBER OF SOIL LAYER BOUNDARIES 2 NUMBER OF POINTS DEFINING COHESION PROFILE 0 NUMBER OF CURVES DEFINING COHESION ANISOTROPY 0 NUMBER OF BOUNDARY LINE LOADS 0 NUMBER OF BOUNDARY PRESSURE LOADS 0 I SEISMIC COEFFICIENT ATMOSPHERIC PRESSURE UNIT WEIGHT OF WATER UNIT WEIGHT OF WATER IN TENSION CRACK .000 .000 62.400 62.400 I I SEARCH STARTS AT CENTER ( 170.0, -75.0) ,WITH FINAL GRID OF ALL CIRCLES PASS THROUGH THE POINT ( 158.0, 100.0) 3.0 GEOMETRY I SECTIONS .00 T. CRACKS 40.00 W IN CRACK 40.00 BOUNDARY 1 40.00 BOUNDARY 2 120.00 SOIL PROPERTIES I LAYER 1 DENSITY 130.00 45.00 50.00 100.00 108.00 158.00 240.00 50.00 50.00 75.00 75.00 100.00 100.00 50.00 50.00 75.00 75.00 100.00 100.00 50.00 50.00 75.00 75.00 100.00 100.00 120.00 120.00 120.00 120.00 120.00 120.00 COHESION FRICTION ANGLE DELTA PHI 150.00 30.00 .00 I .1 ,*********** .RESULTS .*********** I I 50 m I :NUMBER TANGENT RADIUS I I I I 'I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 100.4 100.1 100.4 100.9 100.4 100.0 100.1 100.2 100.1 100.0 100.0 100.0 100.0 100.1 100.0 100.0 100.1 100.1 100.0 175.4 175.1 181.4 175.9 169.4 175.0 178.1 175.2 172.1 175.0 178.0 172.0 172.0 172.1 169.0 175.0 175.1 169.1 169.0 (X) CENTER (Y) CENTER 170.0 164.0 170.0 176.0 170.0 161.0 164.0 167.0 164.0 158.0 161. 0 161. 0 158.0 164.0 161.0 158.0 164.0 164.0 158.0 -75.0 -75.0 -81.0 -75.0 -69.0 -75.0 -78.0 -75.0 -72.0 -75.0 -7B.0 -72.0 -72.0 -72.0 -69.0 -75.0 -75.0 -69.0 -69.0 F.B. 1.758 1. 731 1. 744 1. 836 1. 783 1. 731 1. 731 1. 739 1.733 1. 735 1. 732 1. 730 1. 733 1. 733 1. 730 1. 735 1. 731 1. 735 1. 731 F.S. MINIMUM; 1.730 FOR THE CIRCLE OF CENTER ( 161.0, -72.0) Opened plot file: AGK.POl Saved plot file: AGK.POl I Execution complete, time = 1.05 seconds I I I I I I I . I I I 5\ I I I I I o '0 o . CO 'C\J I o ,0 I I "" ...- C\J ,0 o '0 ,0 C\J I I o '0 o <D x I '0 o o C\J' ._', I ,0 o I '0 ,co I o '0 ,0 ."'- I o o , r 'OO'OCf- . I I I 00'08- ~ . 00'0j,- 00'0 oo'oj,' A 00'08 OO'Oc~ OO'OSf o f- <t f- (f) f- :::> o UU > -(f) (f)f- UU-' I::J O(f) oUU , 0: (\J o '" o UU ::2 :::> (f) (f) <t 5z.. I I I *********************************************** * ******************************************* * . * * * * * --------------------------------- * * I . . . . . . . . . . TSTAB slope stability analysis Revision 2.52 - 01/06/86 . . . . . . . . . . . . . . . . . . TAGA Engineering Software Services Berkeley, California USA I *... IBM PC & 8086/8088 MS-DOS Version by * * * ... ... '" * ... Design Professionals Management Systems * * * ... Kirkland, washington USA * * * * .. * I * ... copyright (c) 1983,84,85 TAGA * * * ... copyright (c) 1983,84.85 DPMS * * * "" * * * ******************************************* * *********************************************** I ********************************************************************* I ASSUMED 50' "COHESIVE" CUT,SEISMIC k",.15, C=150 phi=30,AGK, 99378-3,AGKP. .***************************************....****..*..****.....*****.. **********************..***********.****** I ANALYSIS BY BISHOP'S SIMPLIFIED METHOD ****************************************** ************** I INPUT DATA ********.*.*** I CONTROL DATA, AUTOMATIC SEARCH FOR CRITICAL CIRCLE NUMBER OF DEPTH LIMITING TANGENTS NUMBER OF VERTICAL SECTIONS NUMBER OF SOIL LAYER BOUNDARIES NUMBER OF POINTS DEFINING COHESION PROFILE NUMBER OF CURVES DEFINING COHESION ANISOTROPY NUMBER OF BOUNDARY LINE LOADS NUMBER OF BOUNDARY PRESSURE LOADS o 7 2 o o o o I I SEISMIC COEFFICIENT ATMOSPHERIC PRESSURE UNIT WEIGHT OF WATER UNIT WEIGHT OF WATER IN TENSION CRACK ~ .150 .000 62.400 62.4 00 I 'AUTOMATIC SEARCH FOR CRITICAL SEISMIC COEFFICIENT WITH MOVING CENTER SEARCH FOR CRITICAL SEISMIC COEFFICIENT IS SPECIFIED WITH TOLERANCE ON SEARCH = .020 SEARCH STARTS AT CENTER ( 170.0, -75.0),WITH FINAL GRID OF 4.0 I ALL CIRCLES PASS THROUGH THE POINT ( 158.0, 100.0) GEOMETRY I SECTIONS .00 45.00 50.00 100.00 108.00 158.00 240.00 T. CRACKS 40.00 50.00 50.00 75.00 75.00 100.00 100.00 W IN CRACK 40.00 50.00 50.00 75.00 75.00 100.00 100.00 BOUNDARY 1 40.00 50.00 50.00 75.00 75.00 100.00 100.00 BOUNDARY 2 120.00 120.00 120.00 120.00 120.00 120.00 120.00 SOIL PROPERTIES LAYER DENSITY COHESION FRICTION ANGLE DELTA PHI l 130.00 150.00 30.00 .00 l ***.***.*** I I :)!:> I I I RESULTS .*'/r*"".."'_*_ I . NUMBER TANGENT I 1. 100.4 2 100.0 3 100.4 4 101.1 5 100.4 6 100.0 7 100.0 8 100.2 9 100.0 10 100.0 11 100.0 12 100.2 13 100.0 14 100.0 15 100.2 16 100.0 17 100.2 18 100.2 19 100.0 I I I RADIUS 175.4 175.0 183.4 176.1 167.4 175.0 179.0 175.2 171. 0 179.0 183.0 179.2 183.0 187.0 183.2 187.0 187.2 179.2 179.0 (X) CENTER 170.0 162.0 170.0 178.0 170.0 158.0 162.0 166.0 162.0 158.0 162.0 166.0 158.0 162.0 166.0 158.0 166.0 166.0 158.0 (Y) CENTER -75.0 -75.0 -83.0 -75.0 -67.0 -75.0 -79.0 -75.0 -71.0 -79.0 -83.0 -79.0 -83.0 -87.0 -83.0 -87.0 -87.0 -79.0 -79.0 F.B. 1.252 1.227 1.239 1. 329 1. 278 1.227 1.226 1. 234 1. 229 1. 227 1. 226 1.231 1. 228 1. 226 1. 229 1.230 1.227 1.231 1. 227 I F.S. MINIMUM: 1.226 FOR THE CIRCLE OF CENTER ( 162.0, -83.0) Opened plot file: AGKP.POl Saved plot file: AGKP.P01 1 I *.*****..**.......*******.**.*.**************..*. BEGIN SEARCH FOR CRITICAL SEISMIC COEFFICIENT. ********.*.**********.****************.***.******* NUMBER TANGENT RADIUS (X) CENTER (Y) CENTER F.S. 1 100.0 183.0 162.0 -83.0 1. 363 2 100.2 179.2 150.0 -79.0 1. 384 3 100.0 187.0 158.0 -87.0 1. 369 4 100.2 179.2 166.0 -79.0 1. 367 S 100.0 171.0 158.0 -71. 0 1. 363 6 100.0 179.0 154.0 -79.0 1. 372 7 100.0 175.0 158.0 -75.0 1.364 8 100.0 183.0 154.0 -83.0 1. 375 9 100.0 183.0 162.0 -83.0 1. 363 10 100.0 175.0 162.0 -75.0 1. 363 11 100.0 175.0 154.0 -75.0 1. 370 12 100.0 187.0 162.0 -87.0 1. 364 13 100.2 183.2 166.0 -83.0 1. 365 14 100.0 187.0 158.0 -87.0 1.369 lS 100.2 187.2 166.0 -87.0 1. 364 16 100.2 179.2 166.0 -79.0 1.367 17 100.0 179.0 158.0 -79.0 1. 365 F.S. MINIMUM", 1. 363 FOR THE CIRCLE OF CENTER ( 162.0, -83.0) AND SEISMIC COEFFICIENT '" .10000 Opened plot file: AGKP.P02 Saved plot file: AGKP.P02 I I I I I I *********.*******************.*.*******.*** I ITERATION ON SEISMIC COEFFICIENT NO. 2 , ********.*******-*.********.***********..** NUMBER TANGENT RADIUS (X) CENTER (YI CENTER 1 100.0 183.0 162.0 -83.0 2 100.2 179.2 150.0 -79.0 3 100.0 187.0 158.0 -87.0 4 100.2 179.2 166.0 -79.0 S 100.0 171.0 158.0 -71.0 6 100.0 179.0 154.0 -79.0 I I I F.S. 1. 045 1.056 1.047 1.051 1.046 1. 050 5\ I I 7 100.0 175.0 158.0 -75.0 1. 046 8 100.0 183:0 154.0 -83.0 1. 051 9 100.0 183.0 162.0 -83.0 1. 045 10 100.0 175.0 162.0 -75.0 1.047 11 100.0 175.0 154.0 -75.0 1.049 12 100.0 187.0 162.0 -87.0 1. 045 13 100.2 183.2 166.0 -83.0 1. 049 14 100.0 187.0 158.0 -87.0 1. 047 15 100.0 191. 0 162.0 -91. 0 1. 045 16 100.2 187.2 166.0 -87.0 1. 047 17 100.0 191. 0 158.0 -91. 0 1.048 18 100.2 191. 2 166.0 -91. 0 1.046 19 100.2 183.2 166.0 -83.0 1.049 20 100.0 183.0 158.0 -83.0 1.046 F.S. MINIMUM", 1. 045 FOR THE CIRCLE OF CENTER ( 162.0, -87.0) AND SEISMIC COEFFICIENT .23227 .opened plot file: AGKP. P03 Saved plot file: AGKP.P03 I I I I I ****..************************************* ITERATION ON SEISMIC COEFFICIENT NO. 3 ******************************************* NUMBER TANGENT RADIUS (X) CENTER (y) CENTER F.B. 1 100.0 187.Q 162.0 -87.0 1.010 2 100.2 183.2 150.0 -83.0 1.022 3 100.0 191. 0 158.0 -91.0 1.012 4 100.2 183.2 166.0 -83.0 1.014 5 100.0 175.0 158.0 -75.0 1. 011 6 100.0 183.0 154.0 -83.0 1. 015 7 100.0 179.0 158.0 -79.0 1.011 8 100.0 187.0 154.0 -87.0 1.016 9 100.0 187.0 162.0 -87.0 1. 010 10 100.0 179.0 162.0 -79.0 1.011 11 100.0 179.0 154.0 -79.0 1. 014 12 100.0 191. 0 162.0 -91. 0 1. 010 13 100.2 187.2 166.0 -87.0 1.012 14 100.0 191. 0 158.0 -91. 0 1.012 15 100.0 195.0 162.0 -95.0 1.010 16 100.2 191.2 166.0 -91. 0 1. 011 17 100.0 195.0 158.0 -95.0 1.013 18 100.2 195.2 166.0 -95.0 1. 010 19 100.2 187.2 166.0 -87.0 1.012 20 100.0 187.0 158.0 -87.0 1.012 I I I I I I F.$. MINIMUM; 1.010 FOR THE CIRCLE OF CENTER ( 162.0, -91.0) AND SEISMIC COEFFICIENT Opened plot file: AGKP.P04 Saved plot file: AGKP.P04 .25093 CRITICAL SEISMIC COEFFICIENT .25093 I I Execution complete, time m 3 . 41 seconds ----------------------------.-------------- I I I '5'5" I I I I I I o '0 o '" C\J I '0 :0 I '0 ... 'C\J I ,0 .0 '0 ,0 C\J I 0 '0 0 (0 X '0 '0 0 C\J I I I .0 .0 '0 'CO I I o .0 o ... I o o I 'DO'Oc~- I I I . 00'08- 00'0,,- 00'0 00'0" ), 00'08 00' OU 00'09~ If) " '" () ::2 UJ W UJ t- ::;) ()UJ , t- W--' >::;) -UJ UJW wCI: I o () o If) o W ::; ::;) UJ UJ <( -:Jp . I I *********************************************** * *****************.************************* * E . . . . . . . . . . . . . . TSTAB slope stability analysis Revision 2.52 - 01/06/86 . . . . . . . . . . . . . . . . . . . . . . TAGA Engineering Software Services Berkeley, California USA I * * IBM PC & 8086/8088 MS-DOS Version by * * * '* * * * * Design Professionals Management Systems * * * * Kirkland, Washington USA * * * * * * I . . . . . . copyright eel 1983,84,85 TAGA copyright (e) 1983,84,85 DPMS . . . . . . * .*.*****.*.******************************** * *********************************************** I ********************************************************************* I ASSUMED 50' IlCOHESIONLESSIl CUT, STATIC, C=10 phi=34,AGK, 99378-3,AGK2. ***.******************************................................... . .......................................... I .ANALYSIS BY BISHOP'S SIMPLIFIED METHOD . ******.***.*.***.**.*************..***.*** .**....***....* I INPUT DATA ,****.*.****..* I CONTROL DATA, AUTOMATIC SEARCH FOR CRITICAL CIRCLE NUMBER OF DEPTH LIMITING TANGENTS NUMBER OF VERTICAL SECTIONS NUMBER OF SOIL LAYER BOUNDARIES NUMBER OF POINTS DEFINING COHESION PROFILE NUMBER OF CURVES DEFINING COHESION ANISOTROPY NUMBER OF BOUNDARY LINE LOADS NUMBER OF BOUNDARY PRESSURE LOADS o 7 2 o o o o I I SEISMIC COEFFICIENT ATMOSPHERIC PRESSURE UNIT WEIGHT OF WATER UNIT WEIGHT OF WATER IN TENSION CRACK .000 .000 62.400 62.400 I SEARCH STARTS AT CENTER ( 190.0,-11S.Ol,WITH FINAL GRID OF ALL CIRCLES PASS THROUGH THE POINT ( 158.0, 100.0) 4.0 GEOMETRY SECTIONS .00 45.00 50.00 100.00 10B.00 15B.00 300.00 50.00 50.00 75.00 75.00 100.00 100.00 50.00 50.00 75.00 75.00 100.00 100.00 50.00 50.00 75.00 75.00 100.00 100.00 120.00 120.00 120.00 120.00 120.00 120.00 COHESION FRICTION ANGLE DELTA PHI 10.00 34.00 ,00 I T. CRACKS W IN CRACK BOUNDARY 1 BOUNDARY 2 40.00 40.00 40.00 120.00 I SOIL PROPERTIES LAYER 1 DENSITY 130.00 I 1 **.*..****. RESULTS **.*****.** I I 51 I I NUMBER TANGENT RADIUS I I I I I I I I I 1 2 3 4 5 . 7 8 9 10 11 12 13 14 15 ,. 17 18 19 20 21 22 23 24 25 2. 27 28 29 30 31 32 33 34 35 3. 37 38 39 40 41 42 43 102.4 101.3 102.3 103.7 102.5 101. 8 102.3 103.0 102.4 101. 8 102.3 102.9 101. B 102.9 103.0 101.8 102.8 103.6 102.2 102.8 103.5 102.2 103.4 103.6 102.3 103.4 104.2 102.7 103.3 104.1 102.7 104.0 104.2 102.8 104.0 104.8 103.3 103.9 104.7 103.2 104.6 104.8 103.3 217.4 216.3 225.3 21B.7 209.5 216.8 221. 3 218.0 213 .4 220.8 225.3 221.9 224.8 225.9 218.0 216.8 229.8 226.6 229.2 233.8 230.5 233.2 234.4 226.6 225.3 238.4 235.2 237.7 242.3 239.1 241. 7 243.0 235.2 233.8 247.0 243.8 246.3 250.9 247.7 250.2 251.6 243.8 242.3 (X) CENTER (Y) CENTER 190.0 182.0 190.0 198.0 190.0 186.0 190.0 194.0 190.0 186.0 190.0 194.0 186.0 194.0 194.0 186.0 194.0 198.0 190.0 194.0 198.0 190.0 198.0 198.0 190.0 198.0 202.0 194.0 198.0 202.0 194.0 202.0 202.0 194.0 202.0 206.0 198.0 202.0 206.0 198.0 206.0 206.0 198.0 -115.0 -115..0 -123.0 -115.0 -107.0 -115.0 -119.0 -115.0 -111.0 -119.0 -123.0 -119.0 -123.0 -123.0 -115.0 -115.0 -127.0 -123.0 -127.0 -131. 0 -127.0 -131.0 -131. 0 -123.0 -123.0 -135.0 -131.0 -135.0 -139.0 -135.0 -139.0 -139.0 -131.0 -131. 0 -143.0 -139.0 -143.0 -147.0 -143.0 -147.0 -147.0 -139.0 -139.0 F.S. 1. 606 1. 632 1. 608 1. 620 1.615 1.614 1. 606 1.612 1. 610 1.619 1. 608 1. 607 1.624 1. 603 1.612 1. 614 1. 602 1. 610 1.613 1.603 1. 605 1. 618 1. 600 1. 610 1. 608 1.598 1. 609 1. 607 1. 600 1. 603 1.613 1. 598 1. 609 1. 603 1. 596 1. 608 1. 603 1. 596 1. 602 1. 608 1.597 1.608 1.600 F.S. MINIMUM= 1.596 FOR THE CIRCLE OF CENTER ( 202.0,-143.0) I Opened plot file: AGK2.P01 Saved plot file: AGK2.P01 I Execution complete, time = I I I I I I 1. 70 seconds 5~ I I I I I I I I I I II :\ I I I I I I I I >." -r:: 0 :0 0 ,Lf') ,'" 0 0 '0 0 (T) u .0 . f- 0 . <t: I- 0 tJJ Lf') N f- :J U 0 '0 . tJJ ,0 tJJ '0 W lf) N --' f- X Z --' 0 :J [j) 0 tJJ W .0 w 0: I 0 0 Lf') U '~ 0 l() '0 '0 0 W 0 ::;: 0 :J ~ tJJ tJJ <t ,0 '0 0 Lf') o o '5O'O';~- OO'OO~- 00' 0';- 00'0 ^ 00'0'; OO'OO~ OO'O';~ S~ I I II a I I I I I 1/ I I I I I I I I I I *.*.******************************************* * ******************************************* * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TSTAB slope stability analysis Revision 2.52 - 01/06/86 TAGA Engineering Software Services Berkeley, California USA * * IBM PC & 8086/8088 MS-DOS Version by . . * * Design Professionals Management Systems * * * * Kirkland, Washington USA * * .. * * . * * copyright (c) 1983,84,85 TAGA * * * * copyright (c) 1983,84,85 DPMS * * ... * * * * ******************************************* * *********************************************** ********************************************************************* ASSUMED 50' "COHESIONLESS" CUT,SEISMIC, C=lO phi:34,AGK, 99378-3,AGK2P. ********************************************************************* ***.************************************** ANALYSIS BY BISHOP'S SIMPLIFIED METHOD ****************************************** ************** INPUT DATA ************** CONTROL DATA, AUTOMATIC SEARCH FOR CRITICAL CIRCLE NUMBER OF DEPTH LIMITING TANGENTS 0 NUMBER OF VERTICAL SECTIONS 7 NUMBER OF SOIL LAYER BOUNDARIES 2 NUMBER OF POINTS DEFINING COHESION PROFILE 0 NUMBER OF CURVES DEFINING COHESION ANISOTROPY 0 NUMBER OF BOUNDARY LINE LOADS 0 NUMBER OF BOUNDARY PRESSURE LOADS 0 SEISMIC COEFFICIENT ATMOSPHERIC PRESSURE UNIT WEIGHT OF WATER UNIT WEIGHT OF WATER IN TENSION CRACK .150 ,000 62.400 62.400 AUTOMATIC SEARCH FOR CRITICAL SEISMIC COEFFICIENT WITH MOVING CENTER SEARCH FOR CRITICAL SEISMIC COEFFICIENT IS SPECIFIED WITH TOLERANCE ON SEARCH = .020 SEARCH STARTS AT CENTER ( 190.0,-115.0) ,WITH FINAL GRID OF 5.0 ALL CIRCLES PASS THROUGH THE POINT ( 158.0, 100.0) GEOMETRY SECTIONS .00 45.00 50.00 100.00 108.00 158.00 300.00 T. CRACKS 40.00 50.00 50.00 75.00 75.00 100.00 100.00 W IN CRACK 40.00 50.00 50.00 75.00 75.00 100.00 100.00 BOUNDARY 1 40.00 50.00 50.00 75.00 75.00 100.00 100.00 BOUNDARY 2 120.00 120.00 120.00 120.00 120.00 120.00 120.00 SOIL PROPERTIES LAYER DENSITY COHESION FRICTION ANGLE DELTA PHI 1 130.00 10.00 34.00 .00 1 *********** (p E I RESULTS _**v******* I NUMBER TANGENT RADIUS I I I I I I I I I 1 2 3 4 5 . 7 8 . 10 11 12 13 14 15 1. 17 18 l' 20 21 22 23 24 25 2. 27 28 2. 30 31 32 33 34 35 3. 37 38 3. 40 41 42 43 102.4 101.1 102.3 104.1 102.5 101. 7 102.3 103.2 102.4 101. 7 102.3 103.1 101. 6 103.0 103.2 101. 7 103.0 103.9 102.2 102.9 103.8 102.2 103.7 103.9 102.3 103.6 104.7 102.8 103.6 104.6 102.8 104.5 104.7 102.9 104.4 105.5 103.5 104.3 105.4 103.4 105.2 105.5 103.6 217.4 216.1 227.3 219.1 207.5 216.7 222.3 218.2 212.4 221. 7 227.3 223.1 226.6 228.0 218.2 216.7 233.0 228.9 232.2 237.9 233.8 237.2 238.7 228.9 227.3 243.6 239.7 242.8 248.6 244.6 247.8 249.5 239.7 237.9 254.4 250.5 253.5 259.3 255.4 258.4 260.2 250.5 248.6 (XI CENTER (YI CENTER 190.0 180.0 190.0 200.0 190.0 185.0 190.0 195.0 190.0 185.0 190.0 195.0 185.0 195.0 195.0 185.0 195.0 200.0 190.0 195.0 200.0 190.0 200.0 200.0 190.0 200.0 205.0 195.0 200.0 205.0 195.0 205.0 205.0 195.0 205.0 210.0 200.0 205.0 210.0 200.0 210.0 210.0 200.0 -115.0 -115.0 -125.0 -115.0 -105.0 -115.0 -120.0 -115.0 -110.0 -120.0 -125.0 -120.0 -125.0 -125.0 -115.0 -115.0 -130.0 -125.0 -130.0 -135.0 -130.0 -135.0 -135.0 -125.0 -125.0 -140.0 -135.0 -140.0 -145.0 -140.0 -145.0 -145.0 -].35.0 -135.0 -150.0 -145.0 -150.0 -155.0 -150.0 -155.0 -155.0 -145.0 -145.0 F.B. 1.128 1.151 1.130 1.136 1.134 1.136 1.128 1.132 1.131 1.140 1.130 1.128 1.144 1.125 1.132 1.136 1.124 1.130 1.134 1.126 1.126 1.138 1.122 1.130 1.130 1.121 1.128 1.129 1.122 1.125 1.133 1.121 1.128 1.126 1.119 1.128 1.125 1.119 1.124 1.129 1.120 1.128 1.122 F.B. MINIMUM= 1.119 FOR THE CIRCLE OF CENTER ( 205.0,-150.0) I Opened plot file: AGK2P.P01 Saved plot file: AGK2P.P01 1 ************************************************* I BEGIN SEARCH FOR CRITICAL SEISMIC COEFFICIENT. ************************************************** I NUMBER TANGENT 1 104.4 2 102.1 3 103.4 4 105.5 5 103.7 6 102.8 7 103.6 (J 102.7 9 104.4 10 104.6 11 102.8 12 104.3 13 105.4 14 103.4 15 105.2 I I I I RADIUS 254.4 247.1 258.4 250.5 238.7 247.8 243.6 252.7 254.4 244.6 242.8 259.3 255.4 258.4 260.2 (X) CENTER 205.0 190.0 200.0 210.0 200.0 195.0 200.0 195.0 205.0 205.0 195.0 205.0 210.0 200.0 210.0 (Y l CENTER -150.0 -145.0 -155.0 -145.0 -135.0 -145.0 -140.0 -150.0 -150.0 -140.0 -140.0 -155.0 -150.0 -155.0 -155.0 F.S. 1.248 1. 283 1. 260 1. 259 1.252 1. 265 1. 251 1. 270 1.248 1. 255 1. 260 1. 249 1. 254 1. 260 1. 24 9 ,,\ . I 16 17 105.5 103.6 250.5 248.6 210.0 200.0 -145.0 -145.0 1. 259 1.252 I F.S. MINIMUM: 1.248 FOR THE CIRCLE OF CENTER (205.0,-150.0) AND SEISMIC COEFFICIENT 'Opened plot file: AGK2P.P02 Saved plot file: AGK2P.P02 I ******************************************* ITERATION ON SEISMIC COEFFICIENT NO. 2 ******************************************* NUMBER TANGENT RADIUS (X) CENTER (Y) CENTER F.B. 1 104.4 254.4 205.0 -150.0 1. 018 2 102.1 247.1 190.0 -145.0 1.045 3 103.4 258.4 200.0 -155.0 1.027 4 105.5 250.5 210.0 -145.0 1. 025 5 103.7 238.7 200.0 -135.0 1.021 6 102.8 247.8 195.0 -145.0 1. 031 7 103.6 243.6 200.0 -140.0 1.020 8 102.7 252.7 195.0 -150.0 1. 03 5 9 104.4 254.4 205.0 -150.0 1.018 10 104.6 244.6 205.0 -140.0 1. 023 11 102.8 242.8 195.0 -140.0 1.027 12 104.3 259.3 205.0 -155.0 1.018 13 105.4 255.4 210.0 -150.0 1.022 14 103.4 258.4 200.0 -155.0 1.027 15 105.2 260.2 210.0 -155.0 L018 16 105.5 250.5 210.0 -145.0 L025 17 103.6 248.6 200.0 -145.0 L021 I I I I I F.S. MINIMUM: 1.018 FOR THE CIRCLE OF CENTER (205.0,-150.0) AND SEISMIC COEFFICIENT I Opened plot file: AGK2P.P03 Saved plot file: AGK2P.P03 CRITICAL SEISMIC COEFFICIENT .19589 I I Execution complete, time = 3.29 seconds B I I I I I I .10000 .19589 ~z-. I I I I I I E I I . I I I I I I I I I o o o Lf) (T) o o o o (T) o o '" Lf) N ,0 o .0 o N x '''' '0 ,0 ,Lf) .~ '0 '0 ,0 '0 .~ ,0 ,0 '0 Lf) .0 ,0 'ao' 00c:- . OO'OS~- 00'00,- 00'05- 00'0 )., 00'05 00'00, 00'05, (,) ::> III W III f- ::> (,) III III Will -,C- Z-' O=> -Ill IIlW wO: I o (,) o Lf) o W ::> ::> III III < Cc~ m I I **************************************.*.****** * ********.*********************************. * I . . . . . . . . . . . . . . . . . . . . . . TSTAB slope stability analysis Revision 2.52 - 01/06/86 . . . . . . . . . . . . . . . . . . . . . . TAGA Engineering Software Services Berkeley, California USA I IBM PC & 8086/B088 MS-DOS Version by I * . Design Professionals Management Systems * * * . Kirkland, Washington USA * * * * '* * * * copyright (e) 1983,84,85 TAGA * * * * copyright ee) 1983,84,85 DPMS * * . * * * . .*.***********..*************************** * ******.**************************************** I --**---.--.----...---..-.--------,-----.*-.--.--------***********.*** I : ASSUMED 50' 2:1 FILL,STATIC,C:IO phi=33, "AGK, 99378-3,AGKF. ********************************************************************* *..**.**********.*.**************.******** I "ANALYSIS BY BISHOP'S SIMPLIFIED METHOD *****.**..*****..****************.**.**.** .************* I INPUT DATA *********..... I CONTROL DATA, AUTOMATIC SEARCH FOR CRITICAL CIRCLE NUMBER OF DEPTH LIMITING TANGENTS 0 NUMBER OF VERTICAL SECTIONS 6 NUMBER OF SOIL LAYER BOUNDARIES 2 NUMBER OF POINTS DEFINING COHESION PROFILE 0 NUMBER OF CURVES DEFINING COHESION ANISOTROPY 0 NUMBER OF BOUNDARY LINE LOADS 0 NUMBER OF BOUNDARY PRESSURE LOADS 0 I I SEISMIC COEFFICIENT ATMOSPHERIC PRESSURE UNIT WEIGHT OF WATER UNIT WEIGHT OF WATER IN TENSION CRACK .. .000 .000 62.400 62.400 I S~~CH STARTS AT CENTER ( 190.0,-115.0) ,WITH FINAL GRID OF ALL CIRCLES PASS THROUGH THE POINT ( 158.0, 100.0) GEOMETRY 4.0 SECTIONS .00 50.00 100.00 108.00 158.00 300.00 50.00 75.00 75.00 100.00 100.00 50.00 75.00 75.00 100.00 100.00 50.00 75.00 75.00 100.00 100.00 120.00 120.00 120.00 120.00 120.00 COHESION FRICTION ANGLE DELTA PHI 10.00 33.00 .00 I T. CRACKS W IN CRACK BOUNDARY 3. BOUNDARY 2 50.00 50.00 50.00 120.00 I SOIL PROPERTIES LAYER 1 DENSITY 130.00 I .1 ,******.*..* RESULTS ,***......** I ~ I I I 'NUMBER TANGENT RADIUS I I I I I I I I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 102.4 101.3 102.3 103.7 102.5 101.8 102.3 103.0 102.4 101. 8 102.3 102.9 101. 8 102.9 103.0 101. 8 102.8 103.6 102.2 102.8 103.5 102.2 103.4 103.6 102.3 103.4 104.2 102.7 103.3 104.1 102.7 104.0 104.2 102. e 104.0 104.8 103.3 103.9 104.7 103.2 104.6 104.8 103.3 217.4 216.3 225.3 218.7 209.5 216.8 221.3 218.0 213.4 220.8 225.3 221. 9 224.8 225.9 218.0 216.8 229.8 226.6 229.2 233.8 230.5 233.2 234.4 226.6 225.3 238.4 235.2 237.7 242.3 239.1 241. 7 243.0 235.2 233.8 247.0 243.8 246.3 250.9 247.7 250.2 251. 6 243.8 242.3 (X) CENTER (y) CENTER 190.0 182.0 190.0 19B.0 190.0 186.0 190.0 194.0 190.0 186.0 190.0 194.0 186.0 194.0 194.0 186.0 194.0 198.0 190.0 194.0 198.0 190.0 19B.0 198.0 190.0 198.0 202.0 194.0 198.0 202.0 194.0 202.0 202.0 194.0 202.0 206.0 198.0 202.0 206.0 198.0 206.0 206.0 198.0 -115.0 -115.0 -123.0 -115.0 -107.0 -115.0 -119.0 -115.0 -111.0 -119.0 -123.0 -119.0 -123.0 :-123.0 -115.0 -115.0 -127.0 -123.0 -127.0 -131.0 -127.0 -131. 0 -131. 0 -123.0 -123.0 -135.0 -131.0 -135.0 -139.0 -135.0 -139.0 -139.0 -131.0 -131. 0 -143.0 -139.0 -143.0 -147.0 -143.0 -147.0 -147.0 -139.0 -139.0 F.B. 1. 547 1. 573 1. 549 1.561 1.556 1. 555 1. 547 1.554 1.551 1.559 1.549 1. 548 1. 566 1.544 1.554 1. 555 1. 543 1. 552 1.554 1.545 1.547 1.559 1. 542 1.552 1.549 1. 540 1. 55e 1.549 1. 541 1.545 1.554 1. 540 1. sse 1.545 1. 538 1. 550 1.544 1. 538 1. 544 '1. 549 1.539 1. 550 1.541 I F.S. MINIMUM= 1.538 FOR THE CIRCLE OF CENTER ( 202.0,-143.0) Opened plot file: AGKF.POl Saved plot file: AGKF.P01 I Execution complete, time = 1.71 seconds I I I I I I ~:5 I I . I I Cl Cl 0 C~ '" Cl 0 0 0 '" '" '" 0 " . 0 ~ .c Cl Q. Lf) Cl N " U - Cl U Cl . f- Cl <l: Cl f-UJ N UJf- X - -' -,=> -,UJ Cl W Cl LL IT 0 Lf) ~ N Cl Lf) 0 0 0 0 w :2 0 :::i ~ UJ UJ <l: Cl , Cl 0 Lf) I I I I I I I I I I I I '0 CO 'Doo~~- 00' 00, - OO'O~- 00'0 ^ OO'O~ oooo~ OO'O~~ I (Jp I E I I I I I I I I ,1- I I I I I I I I I ..********************************************* * ******************************************* * * . * . * . TSTAB slope stability analysis Revision 2.52 - 01/06/86 * * * * * . * * TAGA Engineering Software Services * ~ Berkeley, california USA * . *. IBM PC & 8086/a088 MS-DOS Version by * . * * Design Professionals Management Systems * * Kirkland, Washington USA * * * . * * copyright (c) 1983.84,85 TAGA copyright (c) 1983,84,85 DPMS * .. * * * ***********.********.********************** * *************.********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *************************************.******************************* ASSUMED 50' 2:1 FILL,SEISMIC,C_IO phi=33, AGK, 9937B-3,AGKFP. ***************************.......................................... ..**.........*.*.*........*...***.**..*... ANALYSIS BY BISHOP'S SIMPLIFIED METHOD **.**......**..*.**..*.*.*...***.......*.* ...*...***.... INPUT DATA ...........**.. CONTROL DATA, AUTOMATIC SEARCH FOR CRITICAL CIRCLE NUMBER OF DEPTH LIMITING TANGENTS NUMBER OF VERTICAL SECTIONS NUMBER OF SOIL LAYER BOUNDARIES NUMBER OF POINTS DEFINING COHESION PROFILE NUMBER OF CURVES DEFINING COHESION ANISOTROPY NUMBER OF BOUNDARY LINE LOADS NUMBER OF BOUNDARY PRESSURE LOADS SEISMIC COEFFICIENT ATMOSPHERIC PRESSURE UNIT WEIGHT OF WATER UNIT WEIGHT OF WATER IN TENSION CRACK .150 .000 62.400 62.400 o 6 2 o o o o AUTOMATIC SEARCH FOR CRITICAL SEISMIC COEFFICIENT WITH MOVING CENTER SEARCH FOR CRITICAL SEISMIC COEFFICIENT IS SPECIFIED WITH TOLERANCE ON SEARCH = .020 SEARCH STARTS AT CENTER ( 190.0,-115.0),WITH FINAL GRID OF 5.0 ALL CIRCLES PASS THROUGH THE POINT ( 158.0, 100.0) GEOMETRY SECTIONS .00 50.00 100.00 108.00 158.00 300.00 T. CRACKS 50.00 50.00 75.00 75.00 100.00 100.00 W IN CRACK 50.00 50.00 75.00 75.00 100.00 100.00 BOUNDARY 1 50.00 50.00 75.00 75.00 100.00 100.00 BOUNDARY 2 120.00 120.00 120.00 120.00 120.00 120.00 SOIL PROPERTIES LAYER DENSITY COHESION FRICTION ANGLE DELTA PHI 1 120.00 10.00 33.00 .00 1 ,........... (p"\ I I RESULTS **.+**..*** I NUMBER TANGENT RADIUS I I I I I I I I I 1 2 3 4 5 . 7 8 9 10 11 12 13 14 15 ,. 17 18 19 20 21 22 23 24 25 2. 27 28 29 30 31 32 33 34 3S 3. 37 38 39 40 41 42 43 102.4 101.1 102.3 104.1 102.5 101. 7 102.3 103.2 102.4 101. 7 102.3 103.1 101. 6 103.0 103.2 101.7 103.0 103.9 102.2 102.9 103.8 102.2 103.7 103.9 102.3 103.6 104.7 102.8 103.6 104.6 102.8 104.5 104.7 102.9 104.4 105.5 103.5 104.3 105.4 103.4 105.2 105.5 103.6 217.4 216.1 227.3 219.1 207.5 216.7 222.3 218.2 212.'\1 221. 7 227.3 223.1 226.6 228.0 218.2 216.7 233.0 228.9 232.2 237.9 233.8 237.2 238.7 228.9 227.3 243.6 239.7 242.8 248.6 244.6 247.8 249.5 239.7 237.9 254.4 250.5 253.5 259.3 255.4 258.4 260.2 250.5 248.6 (X) CENTER IY I CENTER 190.0 180.0 190.0 200.0 190.0 185.0 190.0 195.0 190.0 185.0 190.0 195.0 185.0 195.0 195.0 185.0 195.0 200.0 190.0 195.0 200.0 190.0 200.0 200.0 190.0 200.0 205.0 195.0 200.0 205.0 195.0 205.0 205.0 195.0 205.0 210.0 200.0 205.0 210.0 200.0 210.0 210.0 200.0 -115.0 -115.0 -125.0 -115.0 -105.0 -115.0 -120.0 -115.0 -110.0 -120.0 -125.0 -120.0 -125.0 -125.0 -115.0 -115.0 -130.0 -125.0 -130.0 -135.0 -130.0 -135.0 -135.0 -125.0 -125.0 -140.0 -135.0 -140.0 -145.0 -140.0 -145.0 -145.0 -135.0 -135.0 -150.0 -145.0 -150.0 -155.0 -150.0 -155.0 -155.0 -145.0 -145.0 F.B. 1. 089 1.112 1. 091 1.098 1. 095 1. 096 1. 089 1. 093 1.092 1.100 1. 091 1. 089 1.105 1. 086 1. 093 1. 096 1.085 1.091 1.094 1.087 1.088 1. 099 1.084 1. 091 1. 091 1. 082 1. 090 1. 090 1.083 1. 086 1.094 1. 082 1. 090 1.087 1. 080 1. 090 1.086 1.081 1.086 1.090 1.082 1. 090 1.083 F.S. MINlMUM~ 1.080 FOR THE CIRCLE OF CENTER ( 205.0,-150.0) I Opened plot file: AGKFP.P01 Saved plot file: AGKFP.P01 1 ****************~******************************** I BEGIN SEARCH FOR CRITICAL SEISMIC COEFFICIENT. ************************************************** I NUMBER I I I I TANGENT 1 2 3 4 5 6 7 o 9 10 11 '2 13 14 15 104.4 102.1 103.4 105.5 103.7 102.8 103.6 102.7 104.4 104.6 102.8 104.3 105.4 103.4 105.2 RADIUS 254.4 247.1 258.4 250.5 238.7 247.8 243.6 2S2.7 254.4 244.6 242.8 259.3 255.4 258.4 260.2 IX) CENTER 205.0 190.0 200.0 210.0 200,0 195.0 200.0 195.0 205.0 205.0 195.0 205.0 210.0 200.0 210.0 IY) CENTER -150.0 -145.0 -155.0 -145.0 -135.0 -145.0 -140.0 -150.0 -150.0 -140.0 -140.0 -155.0 -150.0 -155.0 -155.0 F.S. 1.205 1.242 1. 216 1. 216 1.209 1.221 1. 207 1. 228 1.205 1.212 1. 216 1.206 1.212 1.216 1.207 Ce'P I I ,. 17 105.5 103.6 250.5 248.6 210.0 .200.0 -145.0 -145.0 1.216 1..209 I F.S. MINlMUMz 1.205 FOR THE CIRCLE OF CENTER (205.0,-150.0) AND SEISMIC COEFFICIENT ;Opened plot file: AGKFP.PO.2 .Saved plot file: AGKFP.PO.2 I .****************************************** ITERATION ON SEISMIC COEFFICIENT NO. 2 ***************************.*************** NUMBER TANGENT RADIUS (X) CENTER (y) CENTER F.S. 1 104.4 254.4 205.0 -150.0 1.011 2 102.1 247.1 190.0 -145.0 1. 039 3 103.4 258.4 .200.0 -155.0 1. 019 . 105.5 250.5 210.0 -145.0 1. 019 5 103.7 238.7 200.0 -135.0 1.014 6 10.2.8 24'7.8 195.0 -145.0 1.023 7 103.6 243.6 200.0 -140.0 1.013 8 10.2.7 252.7 195.0 -150.0 1.028 9 104.4 254.4 205.0 -150.0 1. 011 10 104.6 244.6 205.0 -140.0 1. 016 11 102.8 242.8 195.0 -140.0 1.019 12 104.3 259.3 .205.0 -155.0 1. 011 13 105.4 255.4 210.0 -150.0 1.015 " 103.4 258.4 200.0 -155,0 1.019 15 105.2 260.2 210.0 -155.0 1.012 1. 105.5 250.5 210.0 -145.0 1. 019 17 103.6 248.6 200.0 -145.0 1.013 I I I I I F.S. MINIMUM= 1.011 FOR THE CIRCLE OF CENTER (205.0,-150.0) AND SEISMIC COEFFICIENT _ I Opened plot file: AGKFP.P03 Saved plot file: AGKFP.P03 CRITICAL SEISMIC COEFFICIENT = .18218 I ------------------------------------------- I Execution complete, time = 3.19 seconds ------------------------------------------- I I I I I I I .10000 .18218 c;.<\ I I I I I I I I I I I I I I I .1 I~ I I C> C> o If) '" ,0 C> o ,0 '" o o o If) N o o o o N x o .0 o If) ,~ o '0 o o '0 o o If) Cl ,0 'OO'OOc- . . OO'OS~- 00' 00,- OO'os- 00'0. )., OO'os 00'00, 00' 0" -~ - f'l f'l " r; Q. Cl ~ " U U ::; "' W"' "'>- - -' -,'" -,OJ -W LLCl: N o If) o W ::; :J [(J [(J <l: 10