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Home My WebLink AboutB07-0096 Earth Retention Plans1, DESIGN BASIS: A, 2003 INTERNA110NAL BUILDING CODE B. REFERENCE CODES: 1, AISC-ASD STEEL MANUAL, NINTH EDITIOP 2. ACI 316-99 "BUILDING CODE REQUIREMEI 3, PUBLICA110N NO. FHWA-SA-97-070 "MI 1-._". ...,~~,..Y..,,._.,..~ H.....~...._~~...,..~.......~.,..,.~........~,..._.....,~.~_ ,.....,.a._~_, 2, GEOTECHNICAL DESIGN REFER TO CANTILEVER GENERAL NOTES 3. MATERIALS: € A. BARS: i BARS TO BE GRADE 60, 75, OR GRADE 150 - - - - - - - PLANS. REINFORCEMENT BARS SHALL MEET ASTM A 615 (GR, 60), ASTM A 615/AASHTO ~ - B GRO UT. PRESSURE INJECTED GROUT SHALL BE PORTLA I ~ MEE71NG ASTM C150 SPECIFICATIONS AND POT WATER/CEMENT RATIO SHALL BE 0.45, THE h STRENGTH OF THE GROUT SHALL BE 4000 PSI l INTERPLAST-N SHRINKAGE COMPENSATING CEh i AMOUNT OF 1% BY WEIGHT OF CEMENT. -~-a C. PLATES AND SHAPES: STRUCTURAL SHAPES SHALL CONFORM TO AS1 ~ ASTM A 572/AASHTO M223, GRADE 36. D. PIPE: CASING SHALL BE OF DIAMETER AND WALL THI t ! PIPE SHALL CONFORM TO API N-60 SPECIFICA SHALL BE FREE FROM DEFECTS AND DOCUMEN' PROVIDED TO COGGiNS ENGINEER, SPLICING OF E. SH07CRETE: ALL SHOTCRETE SHA L BE READ P A ~ ~ L Y MIX L NT CONCRETE YIELDING A 3 DAY COMPRESSIVE S AND 28 DAY COMPRESSIVE STRENGTH OF 40C TO COGGINS & SONS ENGINEERING STAFF FOR AT THE BEGINNING OF WALL CONSTRUCTION A SHOTCRETE PANEL SHALL BE MINIMUM 18 x 1 TEST PANELS SHALL NOT BE DISTURBED FOR THIS PERIOD BE FIELD CURED UNDER CONDIT!( AFTER FIRST 48 HOURS, TESTING AGENCY SHi AND RETURN PANEL TO LABORATORY TO CUR'. 7 CORE PANEL AND OBTAIN 3 SAMPLES FOR TE . ACI 506 GUIDELINES, CORES SHALL BE AT LE CORING AND CAPPING OF SAMPLES SHOULD 0 APPLY CORRECTION FACTORS GIVEN IN ASTM AND REPORT RESULTS TO COGGINS ENGINEERII li 4, ALL DIMENSIONS ON DRAWINGS SHALL BE VERIFIED E BEGINNING WORK. 5. PROCEDURE: J. s A. ALL UTILITIES V~TH EQUIPMENT OR FACILITIES WITHIN 300 FEET OF THE PLANNED CONSTRUC PRIOR TO MICROPILE INSTALLATION THAT SUCI GENERAL CONTRACTOR IS RESPONSIBLE FOR C r. MICROPILE WITH U 111 S TIL ES. B. INSTALL MICROPILES THEN FORM AND CONSTRC HAS ATTAINED STRENGTH INITIATE EXCAVA11ON C. CONSISTENCY OF MICROPILE INSTALLATION SHP AND RECORDED DATA SHALL INCLUDE TOTAL L GROUT QUANTITIES, SOIL/ROCK ENCOUNTERED OR IRREGULARITIES. 8. ENGINEER'S APPROVAL MUST BE SECURED FOR ALL XIS ~ COVER SHEET CE E AL NOTES NR ~ 7. THE REQUIREMENTS OF THE LATEST EDITION OF THE p STANDARDS , SMALL BE COMPLIED IMTH BY ALL COh D ~ ~ EW SUPPLIERS. VI L~ I XBS - 3 ELEVATION VIEW -SOUTH EAST AND NORTN WALLS S CHEDULES ELEVATION VIEW -WEST AL.L. SCNEDU T W L.ES S RUCTUR L DETA XBS A 1~S 4 STRUCTURAL. DETAILS ~4BS 5 CONSTRUCTION 1, DURING THE CONSTRUCTION OF THl COGGINS & SONS, INC. WILL MON1T f HORIZONTALLY USING SURVEYING IT 2. THE CONSTRUCTION MONITORING Sf OF ONCE A WEEK WHILE THE WALL 3, AFTER COMPLETION OF THE EARTH CONTRACTOR SHALL MONITOR THE THE WE KLY MON I G E ITOR N SHALL. BI b F THE STRUCTU i OM T O RE S C PLE ED 4, IF ANY SUDDEN MOVEMENT OCCUR 9 OF THE WALL ,WORK SHALL BE Sl COGGINS & SONS ENGINEERING STS 5, IF ANY SUDDEN MOVEMENT IS OBS OF THE WALL IS COMPLETED, WORK ° SUSPENDED AND COGGINS & SONS 6, ORGANIZED AND LEGIBLE LOGS OF PROVIDED TO COGGINS 8c SONS EI` AS PERFORMED. F' e]+ 1 1 ~ r 1 L R VI ors N AT r DESCRiP ON M1 CONTACT COGGINS ENGINEERING STAFF TO OBTAIN TEST FORM, PROVIDE COGGINS ENGINEERING DIMENSIONS OBTAINED FROM DRAWINGS PRODUCED BY: STAFF RESULTS IMMEDIATELY AFTER VERIFICATION TEST (PREFERABLY SAME DAY). ISSULED: 05--07--07 ALPINE ENGINEERING; (CIVIL) 11-6-06 AND 2-26-07 KL&A INC.; (STRUCTURAL) 11-6-06 VERBAL CONVERSATIONS WITH RA NELSON 'r i ~ ~_4~ G~.1 1 1 1 E l ~ ~ E C , ~ G ~ ~ ~ l , ~ ti / / 2 -6 ~ f 11 ) 9 ~ ( D9 ~ ~ i i) ~ ) ~y - i• - -F-~-.C,~- ~ - i "r., I I I I ~ I a~ ~ l I 1 ~ I ; ~ . 8159 3 I i E 8155.6 I I R 78 ' 53.30 r I I BE" ~ 5.80 ~ T8W 8x59.70 f N1 BE{M 8158.00 I I ~ N7 TBw 8159, 80 ' 8ew 8156.20 I ~ N 5 ~ ( I o , i N4 ~ f a , 3 ~n, N I ~ ~ ~ ~ ~ , 1 ___~_-__~_f___.._~_~__._.~ __.-_e_ _ ~ ~ ._e__.__.__~ ' e___._~ ~ ___.e~ 2 _ _ _ - _ _ _ _ _ _ _ _ _i_-_-_' l r 1 f v. ,__I- { r^ B 8143'5 i ,~_._.._~__.__._____~-...__~_~_-_-._~_~_m_~_v_...._-~_~-___._._.-__T~_.-~ -~OF _ ±_~---~-~--~-_,~-------.._-~_.____~_.~_.__~_~.-_~-.-_..__.-__~.__-_-___-_.-__.._~__~_.___._._~__._L.__~_-~___~- , / 4 ' r i ~ ~ __-_____-_.________..________e_-_________________ _________I_.__________________________~_.~____-_____-________~--_a____~____~___-__ ~ , ~ : ~ I SEE DETAIL) G-2 5 I . ~ : ( i Q' ! ~o~ ~ ~ TYPICAL. ~I ~ 11 ~ ( ~ I I I r I N' ~ , PROPERTY ~ ' I i I , 1 I 1 t ~ LINE ~ ~ ~ ~ , 4. . ~-.-i ' SEE DWG XBS-3 FOR DEVELOPED I I ~a ~ , ' ELEVATION VIEW OF EXCAVATION BRACING I I i ,j ~ I _____-._-___._a____________________________________ _ n__I______________.~-__________1._ ______..___d._______ -___L_______ 4 i I~ I E I I ~ 1 , ~ ~ 9 , I I ~ f ~I r ~ { i ~ I l I I , w I I 1 ~ I wl , ~ I I I II I r~ , f ~ ( I k ~ l I it ~ f 'tom ~ I 4 ~ I i I , i ~ ( i I ~ f I ~ I ~ _ __________.~_________~_______~-___r_______ 1~ T .~r~ , 1 t l f I I I E I I I , I ~ r - ~ II , i ~ Y I ~ ( 1 1 4 ( I , , ~ , RfVA Rf(~GE SOUTf~ 6 A f I I I , ail GARAGE LEVEL = 815400 t,,_, I ~ 1 'T~~~_. C it , ~I I i j I it , I ~ SEE DWG XBS- ; ~ I II , ' ~ I I LEVATION VI ~ I E E I ~ , 5 ~ i i I , I ~I i i i I i t ! I , ~ ~ I ~ ~ t I , , ~-_-----_.___._-______..__._______~e.-...____-_-__--- ~ i - ------_-_----------I_._---____L-___~ 8 , , - - - - , - 1 ~~..,i ; ~ I I I °T I ,I ~ ~ i ~ ' 4 ~ l I ( i ~ ! , 1, !al ~;a l I ~ t ~ ; I I E , { I i I , i ~ I . ~ I I ~1 ~ ~ i G C1 r ~ - I-- -r-- --I• - : 3 , r (B0F 8143.50) i I I i I ! I , , j BOF 8x43.16 ~-u--._._._.____._....-._-__~_~_.__._...______---._._-~_..-_. _..._-V..___._____.._._-___ ~ ~ _._~.._---®_.~_~_a___-~_~_____..___._._~_v_~~~_~_e__ A I 3 - , i I ~ ( , , j F ~~I ~ ~ I i I . i i G~', ~ ~ ~ i I ~ I is I i RfVA RIt~GE SO!!TH ~ f ~ ~ c I I ~ I ~ II GARAGE LEVEL = 8154.00 ~ ~ ~ a ~ ~ ~ I I ; s EXISTING TREE 1 ~ 3 I ~ I , TO REMAIN I j ~ I { I i r ~ ~ ~._._a_-___-_____-_---_________ _ _ - _ __e_ 2 ~ ~ ~ ~ ~ 1 i I I i , I o ~ , $6 ~ ~ , i 4 ~ ~ i SEE DWG XBS-3 FOR DEVELOPED t i I 1 ( ~ t i , ~ E EVAT90N VIEW OF E CAVATION CI . ~ L X BRA NG I , ~I ~ tai f ~ 1 I ~y. .I I r , ~ ~ ~ i ~ fY" I i ~ I ~ ~ , I { ~ a ~ a .--r. I b 1. I ~ I a~~ I I t ~ BUILDING GRID ,r~ ~ ~ ~ , ~ , ~ $Q1 ~ - ~ I ~ ~ SOLDIER BEAM DESIGNATION ~ I ~ 1I ~ I ~ ~ N2 ~ I SOIL NAIL DESIGNATION ~ I I I I , ~ 'l ~ ~ (B0F 8143 r8) I I I P50 PERMANENT MICROPILE DESIGNATION ~ I I EXISTING GRADE r~-~ ~ I 7 _ 1 ~ PROPOSED FOUNDATION WALL - ~ i ~ 73 ~ --~~`--~--Q--~--~--a--~-~--~--~--Q--~~-~~1 I I , 1 ~ 17 I I I I i I ~ ; ( I d f i PROPOSED FOOTING WITN BOTTOM 72 , 70 ~ - r , ~ ~ I I a,~--o--o---o- I ( I ~ I w._.~.._. er~`er43r6 OF FOOTING ELEVATION b t 1 ail F I i I' ~ I ~ ~ ~ 30 TOP AND BOTTOM OF PROPOSED { ° ~ + row ~r5.3.s i I ; . ~ 1 ( ~I. BOW 8144,0 RETAINING WALL (80F814J.16) (80F81'j 83) i 4i t f-I L vI Lniti i"L i~3v ttviv vn ~ivw.r vt~ inivv i iwwt t~t nit rrinr rr r+r nr rrtii i~tn n r,nAI 1AIA i i 1CCI ICII. 0 ~ f 7 (17 0 33 f 17 f c e o~ t_ N :ILAN VIEW THE WILLOWS - - om a o - o Q- - -o-- PROPERTY SCALE; 18" - 1'-O " LINE -8155- -8 t c WILLOW ROAD i a i W ~ W Z ~ ) f> - 142 -9 s >r 7 >i 7 sr ~ :7 > » 7 ff 21 -7 34 -0 10 -3 35 6 13 -6 28 -0 t S~IC~ NAIL SCHEDULE W W ~ W }W ~ f Z ~ Z Z . SOIL NAIL FIRSfi SECOND THIRD FOURTH DIP BAR J J J J z ~ 34 z z r COLUMN ROW ROW ROW ROW ANGLE SIZE 1 10 ~ 20 30 33 40 50 ~ ~ 60 -A 70 7~ 7~ 72 ~ ° V ~ a ~ ~ ~ ~ ~ 33 --_-i____.._-_-------_..._-__._ ~_..__..__e ~ _ .______._-_.u_._._ _ _ 1-17 15 2O ZD 20 8158--- - , - ' CONCRETE CAP ~ CONCRETE CAP I I -_--j___-____._______.___1.__ ___l___-_~_ _ _ - 8156- - - -`r ~ ~ roc 8155 _ ~ai55oo ~ fOC 8155 ~ ~ ~~n ti~ ~ rfl4 Ur~4 Ur~7, otl 1• r P 7'" 'rir" 1~+ f 1 7 7 f r 8154- I i I , ~ I i I I I 1 1 1 I 1 1 7 ~ t I i• l y l I 1 I 1 • I 7' I 1 1 i NOTES. ~~v. r0y , I I 1 1 1 ; I; I 1 I ; 11 I I 1 I 1 1 I I 7 I I 1 i 8152-- - - - - - - - - - - - - - - - --!II - - - - --;I - - - - ~ - - - ; I - - - - ! - - - - - - - - - - ~ - - 81 L! V~-~~ i- - I 7 I I I I I _ 1 1 I 1 _ I 1 1 I 1_ 1 I I 1 _ 1_ i I I 1_ I 1 1_ 1 I 1 1 I_ 7 I I_ i I_ 1 1 1 1 I _ 1 _ I 1 1 I _ 1 7 i _ - I ' I I _ i `-I I - ~ - I ""'i _ _"t -...I _.7 _ I . .I _ .1 - I _ I - I - ! - 1 _ 1 _ -1 _ i _.7 . MI I f 1 I I I I ~i I ~ I I I 1 -I 1 1 -1 1 I I 1 ~ -1 I I~ 1 I -7 1 I I I I 1 I 1~-1 ~~I _ i I - i i I I~ -1 I I I i 1 a I 1 i A 1 I 1 I 1 ( 1 I I I I ( i i I ; 1 ; I ~ I I I i III I i ( I 1 1 I i 1I1 I I I I 1 I 1 I ; 1 ! I i I I I C I i I I I 1 I I i 1 i f 1 1 1 I ! 1 I I I 1 I I I i I ~ 1 I I ' 1 ~ ~ I 7 I 1 I 1 I I 1 I I I I I 1 I I 'i I I I I 1 I I I 1 1 I I 1 I 1 1 11 i 1 f 1 I I _ I I i I_ I I 1 I 1 t tt 14 - I-- _ I- ._I- i- 1. I_»'- 1__ _ I.._1 -._f- I_°i- 1_ - - I_ I_ - - - - ( _ 1_ - - - I__ - t- t I 1 1 1 I 1 1 I I i I I I I 1 1 I 7 1 I 1 1 I I I I -i I -i I 1 I I I I I I I I -1 ~ t I i I I 1 I I I I 1 I i I i 1 1 I 1 7 I 1 1 I I 1 1 I I 1 I I 1 I ! 1 I I 1 1 1 I 1 I I I I I 1 1 I II I f 1 I i I 1 I I I 1 I I 1 1 I I 7 1 1 I I I I 1 I I 1 I 1 I I 1 1 I 1 I 1 1 I 1 I I ; ; 1 I I I I 1 ; ! I ; l i l I 1 I 1 I 1 I 1 i 8146---- - - - - ' - ! - - - _ - _ _ ' - . I _ _ I _ _ _ _ ~ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ E ~ I ~ ~ 7 p ((11 i I ~ ~ I I /,{y _ .._I I _ 1 _ 1 _ ~ _....7 _ I _..,..I __._.I I _ i ~ I _ I 1 _-.1 _ I .®i "._.1 _ I _..._.1 ....,.I 7 _ 7 __.,-I i Or _•S? _ _ 81 14~ i I ~ ~ 1 - I __.I_ I_,.1_ I. 1_ I. .-.7_ _ 1_ I.1 _ _ I_ i_-,. I_ I_». _ 1__;_ _ i_ 8x83.83 ! ~ ' I ~ ~ ~ 17 I 1 1 I 1 1 I 1 V1 42- I ~ ~ ~ ~ I ~ - ~ ~ ~ _ ~ _-..I _ ~ ~ ~ ~ _ ~ ~ . -I I 1 , 7 - 1 1 i I I I 7 1 I I I ~ I I I 1 1 I I I I I i ~ 7 I I f I I 11 I 7 I I 7 I ; ...v I 1 I I ; I i I 1 1 1 -~1 I I 1 1 I i; 1 I I 1 1 8140- - - - - - - - ~ - - - - - - - - - - - - - - - - - ! ~ ~ J(''~ I -I _ 1 1 I I 1 i I I 1 ml I _-„i _ I y ~ 1_-I _ I Y I 1 1 ~ i ~ _ ~ I I 8138 ~ } -I - I ` 1 - 1 - I - I I f I - 1 i •-•f ° I ' °`°I _ _..1 - 7 ` I _ I - 1 I -1 " 1 _,1 _-I - _ I ' " ~ _ I • 1 ` I - I - I ° 1 I -_-I - _"I - ; _ 1 _ ~ . I i , -I I 1 1 I I i - 1 I ; I 1 1 I ; I I~~ I~ 1 I I i I 1 - ~ I I 1- 1 I I 1 I 1~ I I I ; i I 7 I I I I I I 1 I i I , I 1 I I i 1 I I 1 1 I I 1 I i I 1 I I i 1 I , I i 1 I I I. I I I I I 1 I 1 7 I 1 1 I I i I ff 1 I I I , I i I I 1 1 1 I I 1 I I ( I I I 1 ~ ~ I 1 I 1 1 I I I I 1 I 1 1 I i I 1 I i I I i I I I I I I f 1 1 8136-'p_-_//77 I--'- '--I- - I_ I- I--1- _ I .--~-_I_ ~ ~-/7 - I- - - --I- - - - --1- I- i_- - _ I- _ 1- 1- I- --1- - - Ur36Vo Bras,©V- --1 I 1- I I I 7 I - 1 -I _ 1--1 I i - 7 i I I I 1 i I- i I I- I- I i I I 1, 8134_.________-___-_-._._____.__..._._.________®__._______..._-._____---_____. al3~soo MICROPILE, TYPICAL 2'-O" ON CENTER SEE SCHEDULE FOR SIZE rr s a AREA = 1716 SF SCALE: 1 8 = 1 -0 CONCRETE CAP = 143 LF x 1,5 FT WIDE x 1 FT DEEP (215 CF (8 CYD~ USE 2 - ~6 FULL LENGTH W W W W W ~ i u ~ ~ Z ~ ~ 131 - 8 ~ ~ ~ 7 f if f f f! 1 fi f 7f 28 -11 59 -9 16 -4 12 -7 7 -0 7 -1 1 2 3 4 5 6 7 8 9 10 11 12 1 r 73 80 86 ~)-~fl 107_0,, 107_0„ 10>_O7f 10)_07, 107-077 8)-2„ 8f-277 67_3,7 67_37, 7)_07) 7>-1,f 8164-_-__st______________~____________- 1 8164 i f 162____.-_-_~____..___-._____.j_.__________.___j- _________._.______-_________________~___-__________-_~____________~_____._j._____.______8162 I ) ~ I I 8160_____;--_.___.______j_________.____I-~_____________________.__________________EXI~TI~~._____________~_---------_____-_'_ _ g I I j ~ 5 _ ~ _j._ _8160 i GRADE 8158----.-___~____-___-_-__.j__-_-.___.-_j-1_._.__-_______-________________________-_______-________-____.E-_______.__-______~__._.______._. .____~___-__j________.___-__8158 1 ~ ~ 8157.00. 8157.00 8156.00 ; 8156-_--_-_~---_________-___.j____-____.__j_ - ---8156 815,5.00 ~ - °~r - - r - ~ ~ 8154.-_-_ I I I , ~ I ~ ~ . ~ I 8154 ~ ~ ( 1 i 1 F 1 ~ ~ i i i i 7 i i i i i 7 i c ' ~ ~ ~ 8152---- ~ ~ G i t E ~ ~ ~ 8152 1 i 1 1 I 1 ~ ~ t ~ ~ i ~ 8150______ _ _ i i ~ ~ ---8150 f 7 I 1 I 1 1 i 1 i t ( ~ I i F - 8148____ _ _ ; ; I---. ~ ~ 8148 II 1 ~ 7 ~ 1 ~ ~ ~ I 7 ' ; ~ ~ ~ _ ~ i 1 ~ ~ ~ i ~ _ 8146- 7 ~ ~ i ~ r ~ ~ F -8146 I I I I I 1 1 I I 7 1 i ~ ~ i i 7 8144---- - 8144 81 ~3 t U i l 1 1 ( r 1 ~ I ~ 1 ~.{SJ 8142- I , 1 ~__I _ - _ _ _ ~ _ _ -----I. 8142 I I I 1 1 ~ I ~ -7 I ~ -I I i 1 I I i I I ~ ~ ~ ~ I ~ { i 1 ~ i 814x_.__.____. _ 7 1__ , , ° ~ - ~ 1 1 1 _ ; ~ 1 I : ~ 1 CC , I , I I C ; - - - - T ~ - , ; 8140 i I 1 i I i~ I i 7 i 7 ~I 7 7 1 ~_..___-_.__._~i ~ _i_____e ' _i_. _ I ..i_,_._..___._.__.._ ~ 3.__..______._.___ t___ I ~ 7 I I I _..-._.ni- - - - 8138 _ _ _ , - ; r } --t , i I - 8138 ~ ~ ~ ~ ~ i ~ ~ I ~ ~ ~ ~ ~ ~ 1 ~ 7 } 7 1 i 1 I 1 I I I i 1 1 I I ~ ~ ~ ~ ~ 1 411 3 6 1 I 1 I I ~ 1 1 i I 1 - - ~ ~ - 4 ~ i ~ ~ ~ 1 i - ; ; i - t„J 1 V 6 7 7 1 1 I I I I 8130:00 BrS.oo I 7~1 ~ I I~ ~ I 7 , 8134---__--_-_-_-_-_-_--_-_ 1_~_____.__-, _ _ ~ ' ; _ - , ~----8134 1 a CI I~7 1 1 1~ 1~ ~ I I 17 I ~ 1 8132-_____________-____._. I _ ___L_ _ I ~ , ---8132 78r3r,00 ~ I CI I I I I'r I' I I 1 ~ J 813x.00 7 _ - I ! i X8130,00 _ I I ~ ~ ~ (I__..___ ~ 130.00 8130-_- - - - - - - - ---8130 BOTTOM OF EXCAVATION 3 TIMBER LAGGING 8128------_____.___._____________ ______-__-____-________._8128 1 MICROPILEi TYPICAL 2'-O" ON CENTER 24" DIA. DRILLED SHAFT l SEE SCHEDULE FOR SIZE SEE SOLDIER BEAM SCHEDULE _ AREA = 1663 SF SCALE: 1 8'7 = 17-OT GROUT COLUMNS = 14 COLUMN LENGTH = 280 FT CAP BEAM = 1.57 DEEP x 1.0 HIGH X 297 LENGTH) USE 2 - ~6 FULL LENGTH LAGGING AREA = 1380 SF S- 64 GROUT COLUMNS - 27-077 ON CENTER r~ > 79 128 -5 W f )7 ~ 7 Z f v 75 -0 - 10 -6 - 42 -11 ~ ~ N1 N2 N3 N4 N5 N6 N7 N8 N9 N1 N11 N1 N1 N1 N1 N1 N1 3s-~» f ii )s s- f) s » i n i s) ) r7 } )7 7 >i ) » s » s fi s » 7 > }s > 27.,._,1177 8 -0 8 0 8 0 8 -0 8 -0 8 -0 8 -0 8 -0 8 -0 5 -3 5 -3 8 -0 8 -0 8 -0 8 -0 8 -0 ~1 8164 8164 EXISTING _ UPPER WALL TYPICAL 8162 - --l- 3 ~ 8162 GRADE SOIL NAIL 8160 -g'~~~-° _ - _ _ fi____._.__~_____ 8160 j j ; 815soo 8158 - _ _ - - _ - - - _ _ _.J _ _ - - - 8158 erss.zo _ _ _ - 1- - p Q 81 ,1 ~ I I 1 I 1 I I 1 I I I 1 i-^ 1 _ i-_.I I i. i . _ _ 1 _ _ _ _ _ - _ _ 156 1 1 i , I 1 I I 1 t 1 1 I 1 i SJ x55 41/ 1 1 1 I ; 7 j l ~ 7 1 Y f i 1 1 ~ i ~ ~ ~ ~ ~ I i ~ ~ ~ ; I i t i I ; I I f I I 1 1 1 I I 1 ~4 8154 ~ x-~ ~ - ; ~ ~ - I -I-- _ - - - ..1.. _ _ _ _ _ 1 - I - ;;r - --I - I - , -~I - - - , - I -1-_ 1-- - - I - 8154 ■ ~ ~ ; i ; ~ ~ ~ ~ I ; I ; l ~ ~ ~ 1 1 1 I I~ I 1, 1 I , I- I 1 I i I j(~~ 4 I I ! 1 ! 1 t 1 I 1 I 1 I _ I 7 I t I 1 1 I 1 t f I I I I _ I 1 ~ _ i ~ ( i 1 5 L _ 1...~ 1__ i I ,..f.... -.7 _ _ 8152 ~ 1 - - ~ " i _ I _ 1 - I - - I - 1 . I. _ 1_._ _ _ 1 .I _..I , I i 1 _.i_-_.1 _ I _ _ I 1 I _ i _ , - I I 1 I IA -.I I f I 1 t 1 i 1 1-- - I 7 1 I I i 1 7 I 1 I I ~ I l ( 1 1 I 7 f I i I I ~ I I I ~ 1 1 I / 1 I I I I 1 ( I 1 VVV I f I I 1 I! I I I 1 I _ I I I 1 1 I I ) 1 I 1 I I 1 1 1 I I- _ _.I _ I _ I.__ I_ - I - 1 ~ _ _ 1 I I 1 _ I _ 1 I I I 1 1 t 1 - I I 1 i I I 8150 - ti: ; _ ; . ; I - , I - - ,:7 = I . s ; . ; _ , , - ; ~ - - ; - _ , - _ ' - - 8150 I I I ~ ~ ~ I ~ I 1 ; I 1 1 I 7 I I i ~ 1~ 1 ; 1 I ~ ; I I i~ I I~ I 1( 1 j I I 1 I I I 1 , i I 1 I 1 1 I I ; I i i I I 1 1 8148 _ ~ - - i - - - - I - - I - I ~ _ f-_, - ~ - ~ • , • ; - - , ~ i - i 7- I ~ ~ - 1 " - ~ - - I - I - " , - , ' L.._ _ _ _ ~ i i ~ ~ ~ ~ , ~ ~ - ~ -~1 ~ ~ ~ ~ - I ~ ~I I I - 8148 " , _ i - 1 - _ - i _ I - I _ - I 1 - , - 8146 1 - = - ~ I ~ - = - I :~7-- - - - "1 = =~7-= ~ ! _ _ -1_ . _ i - 7-~ - - - - - - 7--1 - - - 8146 - .I. 1__ _ I _ I_• ~ ~ _.1_ I .I _ 1 _ I _ - ~ , - ~ ~ 1 ~I - ~ ~ ~ ~ ~ ~ - - f ~ ~ ~ - I ~ ~ - ; I _ 1 ..7 _i I I I I I i 1 i 1 I 1 1 I 1 I I I I 1 1 1 1 I 1 I I i I i ~ ~ I I I 1 I I I ~ , I i I 1 I 1 i I ~ {J r'F~~Sa 44 8144 ~_..i__.~ _ _ ~ _ I _ ~ _ I__ i _ I _ ; _ _ _ 1 _ _ _ _ __.1 _ I _ _ , _ _ , _ I__ 1 _ _ ~ _ __.1 _ _ _ _ _ - - 81 Br435fl 1 1 I 1 1 / I I 1 I I ~ ~ ~ ~ ! 1 ~ ! ; I 1 ~ 1 7 rY~ 5fl `r 8142 _ _ _ _ _ _ 8142 140 ___________________.___-.___._.__...__.._______._a ~ 8 - 8140 BOTTOM OF GROUT COLUMN EXCAVATION 1 _ UPPER AREA = 465 SF SCALE: 1/8" = 1'-0" AREA = 1565 SF GROUT COLUMNS = 64 ~ ~3 ,r ISSUED: 05-07-07 SCALE 1/8" = l '-O DWN BY: JHH COLUMN LENGTH = 832 FT DWG. N0. XBS-3 SHT3 OF 5 yn,,! f1 126 -8 f U f !i 7 ff 37-10 10-0 78-10 P1 P9 P13 P16 P20 P24 P35 P38 P44 P48 P55P5 P5 w ~ i ! ( , 18 ~ ~ P8 P12~ P15 P19 P23 P34 P3 ~ P43 P47 P54P56P58 14 15 16 17 I }^Yµ) 1 ff f ! >f f f> ~ ' , 9 -3 9 -3 9 -3 9 -3 I I~ ~ i ~ ~ i p 4 ~ r~ ~ _ I I I ~ t l t I , 8164 _ _ _ _ _ = r -------8164 ~ r B ~ I a i l ! I ~ ~f _ a I I I I , 8162_ _ - ; _ _ _ I ~ 8980.00 980,00 ~ 1 , ~ ( I ~ i ( ~ OONORETE OAP BEAM ~ q ~ ~ ------8162 , ~ 8160_.__ ~-a. _ _ _ - 8959;01?- _ _ I ( i ' -1- I i I ( I. 44 ~ ~ I I I I SEE DETAIL A-4~A~ ~y /f~ ~ p~ ---8160 8160-------------___________________________ ___________________.8160 C( _ _ ~ 8958, 00 I I ! ( , 8158- _ - -____;_w___ _ _ _ ._________8158 8158-__________---___.___________.______ _._______._________._g158 . ~ ( ~ ~ i ~ 8958.00 815soo ~ , ~ ~ a CONCRETE CAP i I ~ I I ~XIBTING ___________g156 8156-__________._________.~~~ __.___.____________g156 8156---- i ~ _ _ ~ w r?"': 8954,50 ~ ~ ~ I 8154,50 ~i.;} e,~jx FLT/ lir- Ti m~r~ T- 8154-__`_ r ( ~ ~ ,rl Vii, ~ it ~ / ~ ~ .fL r r »--scr. A~ ~r^r- / f~ ~'fl'W ; ~ - L"' - , ~4 d L~ a . ~ 8153.50 ,i~', ~ fi , i.5~_ ______8154 8154-_ _ _____..____._8154 ~~~~'~a NOT VALID WITHOUT DATE yi I il~ I, 1 I~ c .4~ ~ ~ ~ E a~ 'i 3~' ~~~1 _ C „ ~ ' i ~ r 8952.Ot 1 ~ r .r~ i ~ ~ ~ II• _ - - 8152 t I?., ~ ~ ~ I 1 a,, ' ~ ~ ~ I . , ~ , ( c. , , , I~' _ ~ 8151,OC w' ~ ~ ` .I` ~ ~ ' f ,F r~ d ~ , 1 'v I ~ ' ~ ~ ~ i" I. ~ ~ .h ~ II I} ~ ,l ~ jl I e` ~ '~.y ~i III, ~'.,,'i~ +II ~ I ~ I ~T t~ , , , , 8148---_ r ~ ~ r a~l~' i , ~ , ~17~..'~ . ~ • ~ ~'I 4,J J ~ • ~ ,i _ I_ ~ i tt ~ .!i. ,I~ iJ ' ~ I ~ - i, i }.d ~ , . di r it i, ~i ~ d' i I , i ai ~ i i' i ~ ~ d = i 8146----- ~ , ~ ~ ~I ~ - - ~ i~ `i -i r- I i I. i.', i ~ f ~ d ~ i~,.I ~ ,t` d~ ~j i i) it I ' ~ II I ~ i i ~ i I t , ~ ~ ~ ' 1 ]r ~ I 8144 ~ _ _ ' ~f~~,o . r ~ ~ . 1 ~ I ~I I i i I ';I ~ s4 .o I "~i ~ i~ i ~ -f i , , ~ ~ ~ i l ~ , ~ ~ I I „ ~ ~ .._a_~ _ 8142 - ~ ~ ~ r - - - ~ - ` ~ 4 ~ ~ ! AEI ~ H € + -I.~ ~ I I I I ~ i ~ I i 8140---- ~ I ~ _ I , i I i ~ i i t ~ ' _ ~ -I-~ { ~ I'I r, t f r ~ i i II I!) ( ~ 8138--_-__ _ ~ a_____.__ry ' _ _ - _ _~I _,a _ ' _ _ , - e_..______------------_____________---____-- , r ii u _ ~I ~ u ~ I 8136 ; , ~ - ! ~ i I r~ ~ ; f 8134-__.._-- ' ~ ' _~_..~r.' _ _ ~ ' k ~ , { 8933, 0~' - ~ __..m_ _ _ 8132- _ f, _ _ _ _ ~ ~ SHOTCRETE 1 8930,U 8131.00 8130-__.___ _ _ t~ -1 a ~ 89~9.0o eu MICROPILE, TYPICA(. 1'-6" ON CENTER_~_-__.__.__-_v_-_-_-_~_._-_-~-_.------__-_-_-_ 81~~-- - - SEE SCHEDULE FOR SIZE 3 TIMBER LAGGING BOTTOM OF EXCAVATION Ar 24" DIA. ILL D T DR E SHAF SEE SOLDIER BEAM SCHEDULE AREA = 1223 SF SCALE: 1 8" = 1'-~01i LAGGING AREA = 537 SF CONCRETE CAP = 88 LF x 1.0 FT WIDE x 1,0 FT DEEP {88 CF 3,3 CYD) USE 2 - ~6 FULL LENGTH 1 MAX 1'-6" HORIZONTAL SPACING ,s 0,-3i, 1 i_afi i !f ~ DRAINAGE MICROPILE {SEE SCHEDULE FOR SIZE, MINIMUM 28 DAY 0 -6 I LOCATED BEYOND MIRAFf 60 3000 PSI CONCRETE ° LOCATED , 7,. ~1 PY BETWEEN E;:4; ~ 0 1 2 DIA. HEADED ANCHOR f TU WEL TO MI R PI I S D DED COLE ~.,.:;~w' K::~~„ 2 - ~6 LONGITUDINAL BARS f ii c~ k:. LOCATED 1 -0 ON CENTER CONTINUOUS FULL LENGTH OF CAP i OVERLAP MINIMUM 2 -6 0'- THIC OTC 3 16i! 4 K SN ETE ~ MICROPILE, SEE SCHEDULE FOR SIZE R ! !f T 4 EXTEND 0 -9 IN O CAP MINIMUM 000 PSI 28 DAY STRENGTH • 4 4x4-W ,OxW4,0 STEEL 4x4-W4,OxW4,0 STEEL MESH REINFORCING MESH REINFORCING - IN CENTER OF SHOT E CR TE IN CENTER OF SHOTCRETE C 4 T T NOT TO SCALE NO O SCALE r ~ ~ N SOLDIER SOLDIER SOLDIER MICROPILE MICROPILE TOP BOTTOM MICROPILE MICROPILE BEAM BEAM TOP EXCAVA, LENGTH DIA, in, BOTTOM BEAM N0, I ~ ~ NO, ELEV, S ZE ELEV, ELEV, SIZE ELEV. ELEV. LENGTH P1-P8 PIPE - 3.5" OD - ,25" WALL 8155.75 8136,75 19.00 5,25 14-15 W18x71 8160,00 8129,00 31.00 8144.00 P9-P12 PIPE - 3,5" OD - .25" WALL 8155.33 8136,33 19.00 5,25 16 W18x71 8159,00 8130.00 29,00 8144.00 P13-P15 PIPE - 3,5" OD - ,25' WALL 8155,00 8137.00 18,00 5.25 17 W16x57 8188,00 8131,00 27.00 8144.00 P16-P19 PIPE - 3.5" OD - .25" WALL 8154,67 8136.67 18.00 5,25 18 W16x57 8156,00 8133.00 23.00 8144,00 1f P20-P23 PIPE - 3,5' OD - ,25" WALL 8154,33 $136.33 18.00 5.25 } P24-P34 PIPE - 3.5" OD - .25" WALL 8154.25 8136.25 18.00 5,25 P35-P37 PIPE - 3,5" OD - .25' WALL 8154,25 8137.25 17,00 5.25 P38-P43 PIPE - 3,5" OD - ,25" WALL 8154,25 8139,25 15,00 5.25 P44-P47 PIPE - 3.5" OD - .25" WALL 8154.25 8141.25 13.00 5,25 P4$-P54 PIPE - 3,5" OD - ,25» WALL 8154.25 8143,25 11.00 5.25 P55 PIPE - 3.5" OD - .25" WALL $154.25 8144,25 10,00 5,25 P56-P57 PIPE - 3.5" OD - .25" WALL 8153.50 8143.50 10,00 5,25 P58-P59 PIPE - 3,5" OD - .25" WALL 8153,00 8143.00 10.00 5,25 ISSUED: 05-07-07 DWN BY: JHH DWG. N0. XBS-4 SHT. 4 OF 5 TOP OF EXCAVATION 3° TIMBER LAGGING SOLDIER BEAM WIDE FLANGE BEAM ' ' 1 iii -6 _ ~ _ 3" TIMBER LAGGING _ _ ~ , a PL3/8"x3"x8" ~ W/ 5/8" DIA. HOLE CTR. i E 1/2" DIA. STUD 3/16" WELDED TO BEAM SOLDIER BEAM 1/2" DIA. STUD BOTTOM OF EXCAVATION SEE SCH. CL SECTION WELDED TO BEAM i sx e~DRILLED SHAFT 5 5 NOT TO SCALE ~ SOLDIER BEAM VERTICAL BARS 24" DIA. DRILLED SHAFT 2~-6" LENGTH, USE 3000 PSI CONCRETE FROM ~ I! 'S.n F i BOT. OF SHAFT TO BOT. OF . ,d DRILLED SHAFT STD. • ~ EXCAVATION. USE LEAN 4~ I CONC. FOR REMAINDER. d g SECTION CANTILEVER EXCAVATI01~ ~ SECTION i 3 5 NOT TO SCALE 5 5 NOT TO SCALE T~~ - ~ S 4 SOIL NAIL i...,~ SEE SCHEDULE s FOR SIZE AND TYPE MAX 8'-0" HORIZONTAL SPA H ~ 5 5 ~ ~ ~ ~ i i i SHOTCRETE FACING Z ~ U ~ i a ~ ~ STEEL MESH REINFORCING ~ M o f ~ ~ I ~ VERTICAL BARS ¢ Q ° ( i -DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT F ~ i i ~ i j ~ ~ , ~ LOCATED BEYOND, IF NEEDED W STD. BAR MFG. NUT WALERS BEHIND PLATE o ~ ~ ~ ~ i ~ i i i VARIES SOIL NAIL ~ ~ ~ i , ' ' i THICKEN SHOTCRETE SEE SCHEDULE Q ~I I! ~ II ~I TO MATCH PLATE ANGL ~~n¢~Vie FOR SIZE AND TYPE ~ ~ ~ I 'I SEE DETAIL J-5/5 ~ I i i ~ i I I~ I ~ ~ STEEL PLATE VARIES r STEEL PLATE i i ~ I i I I SHOTCRETE - ~ ~ I ~ i i 5.25" GROUT COLUM`~~~`~-- i i i i ~ WITH #5 BAR IN CENTER 1~"'-~-~.~ 5.25" DIA. GROUT ~ i i ~ i i FULL LENGTH COLUMN 2'-0" ON CENTER CENTRALIZERS, TYPICA ~ WITH #5 GR. 60 BAR IN , i ~ i CENTER, LOCATED BEYOND ~ j ~ ~ ~ VARIES ~ i ~ ~ i ~ ' i i i `M14` ` - - - ~ ~ ~ ~ ~ -T~'.TII- F GRN IT ~ni i innni ~ BOTTOM OF EXCAVATION Jtl WITH #5 GR. 60 BAR W CENTER 1111 [Ili lll! ISSUED: 05-07-07 FULL LENGTH EXTEND 1'-0" a ~ BELOW BOTTOM OF EXCAVATION DETAIL TOP VIEW DWN BY: JHH L FACING DWG. NO. q SECTION SOIL NAIL EXCAVATION <m rH DETAIL FA( K GROUT COLUMN VDC 3 5 NOT TO SCALE 5 5 NOT