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Home My WebLink AboutShoring Plan (2)US M'OHWAY B FRONt ACE ROAD r �- L�J SCORPIO Lii J if d d ME AIPENNIXiN 'e 'uuIIIIW LEGEND w co co o WMo \. Li. Q z (n o Z - D- 0 Nw U ful W 'uuIIIIW co co o WMo \. Li. Q z (n o Z - D- 0 Nw U QJ� co 0 LL G 5 e ckwa Z v 3 U m SHEET Ct Cals,80 n Drilling, E*cavat on Shoring,'fi back Qn�hors 9512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125 TEL: 303-791-9911 FAX: 303 -791 -0967 PROPOSED EARTH RETENTION FOUR SEASONS HOTELS AND RESORTS VAIL, COLORADO SHEET NO. INDEX OF SHEETS XBS - 1 COVER SHEET, GENERAL NOTES XBS - 2 PLAN VIEW XBS - 3 ELEVATION VIEWS WEST WALL XBS - 4 ELEVATION VIEWS NORTH WALL XBS - 5 ELEVATION VIEWS EAST AND SOUTH WALLS XBS - 6 STRUCTURAL DETAILS XBS - 7 ELEVATION VIEWS CANTILEVER BEAM AND LAGGING WALLS XBS - .8 STRUCTURAL DETAILS FOR THE WEITZ COMPANY 4725 SOUTH MONACO STREET, SUITE 100 DENVER, CO 80237 PH. 303 - 860 -6600 FX. 303 - 860 -6698 BEFORE CONSTRUCTION COMMENCES, A UTILITY LOCATE NEEDS TO BE PERFORMED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES SURROUNDING THE SITE. THE SHORING DESIGN WILL BE REVIEWED AND DRAWINGS REVISED, IF REQUIRED, WHEN FINAL UTILITY LOCATION BECOMES AVAILABLE. DIMENSIONS OBTAINED FROM DRAWINGS PRODUCED BY: HILL GLAZIER (ARCH.) DATED 7 -29 -05 NISHKIAN MENNINGER (STRUCTURAL) 7 -29 -05 ALPINE ENGINEERING (CIVIL) 7 -29 -05 y 1. DEIGN BASIS 1. A 205.3 MTEMAngIN, Nenon COG, E PEF0.Vµwi BSUPPq'Li 10 BCE PRONOm BY PL MART SIENCWRE C. ME EMI M DESIGNED TO MUNWOOAEE MORAL QWEMBUR i SURCNMGE FAMES (MAP( W0R UARMSSEN see" ATCR L cat"9ETE PUPUMP TR ERS CR IMGE SEOCOILEi 0. MIFAEAICE CUES I. NCC -LRm Baes. MANUAL I. mmWl 2 Nm sm NNIUAL AtlIM MIT. - 1 OR 510 -2. -so DWG USES REUANMN NR POR REMEOgtm CONcearr 1. WIXIG4CN N0. wWA- I1BP -MS -.No MI .. MO µwOR , Smatur 1 .0 ATION: - Z A 4Z DATA WAS TMw FROM INTGRUAngi PRONOm W RETg9i No 103 291 BY HE M-PA•ALM OEOTAROIC4. IMO., "YEAREED NMAQ% PA 8I601. DATED LHE 22. 2005. VAWm USED ME M mLLDBS L EE9w LOANS: NNIFO ARY IMAVAnCYI BRO NG - 24(H) PSr M - ATI OF wAI 4. SU .m EDAM 150 Py 2 MI PMMN 0. SUAL D P1 0 P A. T - ISO Per W -S1W .1 SF : PA ANGLE - N OSCRFES J. NATIONALS', MNew LAWN.: UNTREATED, ROUGH SANS, 3 X 12 p OCUUM MR, 3 x 12 !! SOUTHERN FM AN A X 12 AT HEY -1111. B. O mu AL Bantu MMEEE AMEL WMWM E A O N51)nM.WPV.TESP/A SHEEN WHNYH b N51 NEED. 0. YE1DS mN£LOS WTA eEM6F Ew0 FL£CIRODE0A SN.A ANALL BE BRAE 2. E WHEOTEI CWIENRCNAL CONCRETE SHALL BE MWINMM 30W to. LEAS ` ARE CpHCREIE SNNL BE YWWUY ISO Pro F. NL WAY BE CO BE 0 GAIOE O wNL YFET ASM MIB tlIADE BO ExCFPi p TIES A. NL WMwMM RETwnm ARA...S'SMALL eF Vmmm By A q CAN RP PARK m eF Hin, YKgN: S. PRO,a U ,A ALL SEA MM EWPMENT OR FAOUTiES SflLNNG M ANEA LATERNN HEFT IS ME PUNNED FSLAVAnM SHALL BE NOnFlFO NOT ROFN MM 2 GAYS PgRp j0 $IXDIFA pEAY WSTILLAnIX1 MAT SUW COU'le, HO NST.W A 6 3PDIERMBEAY25B IIDBIA.�I. YAnI .. ununEs B. REMNA16Y AFTER E. NOIF IS pALLES. Conn R 3NALL BE ME BA. gINL A, NSTNIfn WBpE MFRME OP., SHAFT. FD.VB! MBE SpAM BE/JI TO.A1 TAN CGNIIELI ILGNMwE ME HALE WALL MEN BE nL1ID To ME Me AIM LFµ CNIGEIE. C. of NMO m STA9UI, or SONY adL iNE ExcAVAnM WAu PROC® WWIWMO /LCNO ME I W ME AYAIw BEALs Warts xor ExCESWHO S• -0', s3BffMJwF ro mMPIFRM or urT. 1WBEn LMM AM BE MISTAllm M FIOYM CN ME 0.WMNG5. pLLA90NK.PFAN Loss TURN MAY mm So Nor IXdVALTE AN ALLOWSULL TUOSAnF AWAY BFHIXO ME MARY TAME OF ME SPDLLR BEAMS e_ ENLWpn$ APPgOVAL NUST BE YCUREO MIT ALL RU BSnnmONs ]e ME gEttnl"E" CP THE u1C5I MI CF ME MA EONMSMUCMN S}NIOAAYS', WNL EE tlYIPMm AM BY ALL CWMACiOgS FABRCAIgiE µ0 so, SOS S BACRFAL ANTIBODY BBMND µD LOMPLEIFD BIRUCAU WALL BE PiMED AND COMPACTED M ga. Br mEnnG 3 OF ME PROACT FNGINFFA CONSTRUCTION MONITORING: 1. DURING THE CONSTRUCTION OF THE EARTH RETENTION WALL COGGINS & SONS, INC. WILL MONITOR THE WALL HORIZONTALLY USING SURVEYING INSTRUMENTS. 2. THE CONSTRUCTION MONITORING SHALL BE CONDUCTED ONCE A WEEK WHILE THE EARTH RETENTION SYSTEM UNDER CONSTRUCTION. 1. AFTER COGGINS COMPLETION, THE GENERAL CONTRACTOR SHALL MONITOR THE WALL AT LEAST ONCE A WEEK. THE WEEKLY MONITORING SHALL BE CONTINUED UNTIL THE PERMANENT CONCRETE FOUNDATION WALL COMPLETED AND- BACKFILLED. 4. IF ANY SUDDEN MOVEMENT OCCURS DURING THE CONSTRUCTION OF EARTH RETENTION, WORK SHALL BE SUSPENDED IMMEDIATELY AND COGGINS & SONS ENGINEERING STAFF SHALL BE IMMEDIATELY NOTIFIED, 5. IF ANY SUDDEN MOVEMENT OBSERVED AFTER EARTH RETENTION COMPLETION AND BEFORE FOUNDATION BACKFILL, WORK SHALL BE IMMEDIATELY SUSPENDED AND COGGINS & SONS SHALL BE IMMEDIATELY NOTIFIED. 6. TOGS OF All INC SHAII RF PRDI DFR TO C WEEKLY AS PERFORMED. MURNMATE MOMIAL EMNSMOCngI SURCNMGE 01' WATEM(I MD LIGHT INUM NOT HEAL RANT LAOS SU. As 0. UUMSIIMACX OR WTRICOERf. L](CAVATMS MVwETE PUMP TRUNKS, Oft LARGE TIMERPIIES. T. MS ASO STEEL MANUAL WNM EDITION 2. Act SMI -21 *,yBUTU{ANNO U5OEyyR��EE�PyyM .n FOR REIN'soot. x iP.M``fAjT MO'SPL%1AWA11539 'MAMMAL EWi AcUUM MD ONSTRUEN. A. PUBUCANOR N0. MWA- IF- OS-DI] 'WIC NAL WAALSF MOTECNNIEAL O ANEERMK No. NO. ] IN Mener, NN Iy C on. USA. AINITM . ININN, VKL6 UAD ARE AS Fb1(NS 1EMNIUMMr wCAVAMM MAONO 34(X) P. IN - Mo., CF WALL) !. SMg1ARGE LARD M. 1. 2 SO. PMMEim£ I. SOL DwATY • 1.]0 PLS IN -FIN So. B . CWESIdi • 0 M: PNI MGIE - ]I DEGREES . SUL NNUS Me GgWT CCWYNS A WSTNLARMN PROCEDURE L O %LL MD MI ONWT MUTTS PER PLAN AND ELEVATION MI.. I MI SAM TO LLY£L U, ME PINS! Now OF OIL NABS A. ARM. MD MI .1 NALs A APPLY AEmm {XqE FAB 1A0N0 "F%?RaNMT. MO 91MCRElE io MEN CAVAngN PARE S WET YE SG MA4 BE.VNNO PIATE: AND NUT. AM NA MWT YUE] M A NRNUY "' ARMY DAYS EIRE BEFORE STARTING ME NEX] RAWVA URN En. L. RUSEAT MOVE PRCCE4 TO BOTTOM CF EXGVARI SM NAL TESTING A KNNOATWN TERMS 1. EAW oUMN W: MET NAIL EI BE BACRUT IK MD WSiNLNUM PR.=BE SMALL BE SMILAN TO MAT OF PRCOUCTDN NALS WJBCATCN 1Ri NALB ME WECAVED IN ME ELEVAT WH V¢MB µD W ALL MI BE lE3TFD !p(] DAMS 1F1FR INSiALAT W. YrRFIGROH 1FSI5 WNL HAVE A Bdbm IEMCM BETME£N 5 AND 10 FEET. USE ME FELOYMO LOAD SEWarCE SON LOAD EEWwCE SHALL BE No, FOR A PEAT W OF 10 MW rtS BU RwwT to. I AL AL AU ... T 1. ] 050o e- I/2(O.B a Fy. AL) 4 4]5 P FY: BM ME. TWSIL SMFNCM 5 1.00 P At - BM CRDBS- STUREN . AREA B. L2s e ] 1.50 e B 1.]5 P 9 2.EO P 0.WTAtt OCMiNS ENENEERND STAFF TO ASIAN LEST FORN. PRONOE EASON, EN,I SENWO STAFF REESUR E IMWEDIATELY AFTER MENTEAn W TEST (PBEIERABLY SAME MAY,. 1. PBWF ]EST AT LEAST 5 MUNT On A MIBUN OF ] PgmUCnW uA1L5 N EAp MI TO R-0V,Om BY LOGGN$ ORA&ND STIST VA EH 0511 1ED BYDn ID PEASCNMEL uas THE FIXLoNMO to. SOUNNEE MOTEYwT SOAR TOD TIM, I AL Unx MOWIwT STAMIJUS P TO BE PROVIDED 2 425 P UNIX YOMNEUT STAUSUESS S O.m P UMBL YO" TENT $TABNIFE$ A 4]L .` .DN AL.0"Us"T BTOuns - 5 1.0 P MI YOVn1ENi STMWSS B 1.2o P UNTIL IyAMENT SFMMlES ] I.m P M LEST (YE B60A� MNEN ME o P o.T LOAD IR PFAWm, f LOAD $HALL BE NEED :ON A TOTAL C! W YWMTES I M YOYwwT RMINOS TAMEN AT I, z A, 5. ]. k 10 MIMLTEIL IF OURMe MIS 1fH HNUIE INLREMmi ME LOAD GNNOi BE MNHi.VMm OR ME WO4DIml MNOFA CEiITANT LOAD E %E4F05 0010 INCHES. IN IDAO TEST WAIL BE ca"'A . Eo 50 MNUR9 YATI gEMNCS AL 20, ]0, 111 50, k 50 WNUTES IF ME DDTFAFNCE BEM£fN 10 MD 50 YINUIFS AT 1£55 MM So A NCHES. ME tlAL IS MLPTMLE. IF ME 0fimwoE IB LREATEq MM gpsp NEMES. co r"' �COR N5 wWNERRNG STAFF WWEENATRY. ROME, Cacess ENON [E4INC STAR RESULTS WMENATELY AFIET %10.Y HAT (PREFERABLY SAME DAY). 0 O 00 Of ~ w O ~ In O O LJ N O Do F I O W Z CD Q N N X � } O Z Q O 0 Q z n 0 In : ° 0 CID O C) o F O U 1 LLJ O Df un >� D LL) N Z 0 2 r W T LL 1-<F0 CL 1 U Z VI ` h O 0 m 1s /^' o v / I ryy� W Ln O M N _ 1 00 U ZU � Q � K O 0 d O / � U V Z Q Z ~�to 0 to N J U Mew Ln J I This drawing, on an instrument of professional service, Is the DWN�BY:�CC y properly of Coggins & Sans, Inc. It is furnished la the General DWG. NO. Contractor for Information purposes and for approvol for construction, by Co' & Sons, Inc., of the shoring and bracing shown on XO�`- 1 the designated project only. It shall be returned to Coggins & Sons XBS -1 demand. PLOTTED: 9/9/05 I v.e10.E6 I °o B Wnm p n 9 BID w 9ft B B NOT VAUD NITAOUT DAM @ORIGINAL SICNATJRE __ - -- - - —' - .elbb.a' 6 _ tl nI tl 56 pVl 4 m _ 11 0 m— W_ _. m m m W n —o— e_tl —m— •— O 00 IM tt19fa0 pG �S i n[vaAM Va. o N _— _. LLI to U0 O7 aava__ -_ I � 1 _______ .. __ I. ____ __ ._ I _ 1 _ __ ___ _ .. ._ _______ _ _ _______ _ ____________ _ _ Z to w p M Q _ � I W X 00 p p n - i I I _ $ °e 0_' � li �' Ln 7 M W NZ h W S H O d n m•-• ou .mx mow =� I � I r -•, I i I __________ _ �_ �_ . v _ m� - - 1 I __ — I _ __ ER DN » ZU PLAN VIEW `mow o B ' V mD�zA m 6 O rvr zWi r.W HOUSE � LEGEND: H000AY - / W U O n I X» °ia WM v� l O p N U 94 y In -z K e, `°".' 1 \(},r\ `., \�� ` i J08 N0. 5117 ISSUED: 9/9/05 n DWH BY: CC DWG. NO. T' XBS -2 `gym JJI SHT. 2 OF 8 815F 815( 815, 815: 8151 8141 8141 814 814'. 814 813 813 813 813 813 512 812 812 812 8172 8170 8168 8166 8164 8162 8160 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 813B 8136 8134 8132 8130 8128 8126 8124 8122 enll NaU SCHFDULE " SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH RO \V FIFTH ROW BDCTH ROW SEVENTH ROW EIGTH ROW NINTH ROW TENTH ROW ELEVENTH ROW TWELFTH ROW DIP ANGLE BAR SIZE 1 15 15 7 2 15 15 15 18 3 1B 18 18 15 08 4 -13 -14 20 30 20 30 20 30 20 30 30 30 15 15 10 10 15 -21 30 30 30 30 30 30 15 #9 22 -26 27 -38 39 -51 52 -57 58 25 30 30 35 40 25 30 30 35 40 25 30 30 35 40 25 30 30 35 40 25 30 30 35 40 30 30 35 40 30 35 40 35 40 40 15 75 15 75 410 10 10 10 NOTES: BFARING PLATES ARE 1/2" x 10 x 10" 3158 3156 B154 B152 B150 8148 8146 8144 8142 8140 8138 8136 8134 6132 8130 8128 8126 8124 8122 1172 3170 3168 3166 3164 3162 9160 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 8128 8126 8124 8122 O O 00 Ot Imo- W (LD C) ~ O O Ld (n 1D W co � H I W O Z � � Q n !n X J U W } p Z Q 00 S' d O N U) o °co O U S O J) ~ U DO WN O (n W (n Be 13� Ln 517 =? W N Z O S r W S Z n N Z O `° rn r /^, O V / I m r I 00 M (u N M J O Q U, U W of ZU O_0, V cr O v Z I o � 0 0 M N J U LAW Q J DWN BY: JHH DWG. N0. XBS -3 807M Of' ----fORCUT COLUMN 11 S'I --IGROUT -Co-UMm 6s) (1 -6) FIRST SECOND THIRD FOURTH FFM Sim SEVENTH _UOT—H -R�TIW—H 1EN01 loot W, TWELFTH OIP Sim COLUMN ROW POW ROW ROW ROW ROW 7-0 ROW ROW ROW ROW ROW AN LE SIZE 69-65 --72 40 0 0 AID AID 40 40 Q 40 40 40 i 40 15 0 86 — 40 0 40 AID 'm 40 IN) 45 45 45 45 45 15 11 75 45 45 45 45 45 45 45 45 REIR 45 45 45 45 45 Oil; 15 11 Ill 45 4* 45 45 R11 45 45 45 0 45 45 Ali is 11 82-90 ,, 40 - 45- 40 40 J10 IN] 40 is is Is 0 91-125 . 40 40 40 g, 40 m 40 4 40 Q ggEE�EEI�E:EIEEEE, $$ � oil C • , I EEiE : al: .o�E.FF�6�BiEEEEE Nil :�, ' ��;I � . � '� ' � I � '.� 'E-6kEII��EE� EE�'EE�EE��!E �EaE� 9�� ; 1 �: ICI : ; I I HIP, ��.. ��',E'��.��,��E,E ��G��i�l��.��'.- ��q�.�� TPA 807M Of' ----fORCUT COLUMN 11 S'I --IGROUT -Co-UMm 6s) (1 -6) ELEVATION VIEW — NORTH WALL SCALE: —,I- le-w QnlI MAII `;r.HFDIILE SOIL NML FIRST SECOND THIRD FOURTH FFM Sim SEVENTH _UOT—H -R�TIW—H 1EN01 ELYENIH TWELFTH OIP Sim COLUMN ROW POW ROW ROW ROW ROW 7-0 ROW ROW ROW ROW ROW AN LE SIZE 69-65 --72 40 0 0 AID AID 40 40 Q 40 40 40 i 40 15 0 86 — 40 0 40 AID 'm 40 IN) 45 45 45 45 45 15 11 75 45 45 45 45 45 45 45 45 REIR 45 45 45 45 45 Oil; 15 11 Ill 45 4* 45 45 R11 45 45 45 0 45 45 Ali is 11 82-90 ,, 40 - 45- 40 40 J10 IN] 40 is is Is 0 91-125 . 40 40 40 g, 40 m 40 4 40 Q ggEE�EEI�E:EIEEEE, $$ � oil C • , I EEiE : al: .o�E.FF�6�BiEEEEE Nil ��.. ��',E'��.��,��E,E ��G��i�l��.��'.- ��q�.�� 'q.i �.�:G. I'0 �'r�:: I i, : I IHi j :�: 1 . LE��Eq��N�E, , I�■�f■I�; ��,�ele,m,�.mE�een��e ��, i K I . !Gm ' ■ :■ e,e�E:�eem.��e,em�Er�eem - ---------- - --------- -- -- ------- ----------- --- ---- -- - ...... - - - ------- ----- j -- ---------------- R --- ----- ------- - - - -------- - ---- - � -.-._Gk �'V.�WqK: -L- -------- - -------------- ELEVATION VIEW — NORTH WALL SCALE: —,I- le-w QnlI MAII `;r.HFDIILE SOIL NML FIRST SECOND THIRD FOURTH FFM Sim SEVENTH _UOT—H -R�TIW—H 1EN01 ELYENIH TWELFTH OIP Sim COLUMN ROW POW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW AN LE SIZE 69-65 --72 40 0 0 AID AID 40 40 Q 40 40 40 i 40 15 0 86 — 40 0 40 AID 'm 40 IN) 45 45 45 45 45 15 11 75 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 — 45 15 11 Ill 45 4* 45 45 — 16 45 45 45 0 45 45 is 11 82-90 ,, 40 - 45- 40 40 J10 IN] 40 is is Is 0 91-125 . 40 40 40 g, 40 m 40 4 40 Q Nam: WM—ING PI ME 1/2' x TO- x 10- C, 0 00 UD Of 0 In V) Lo 00 Of 0 LLJ l') z Ld 0 V) V) o Lxi IS z < I, cc), m < Z ro LN UO 1� 0 V) 0 Z 00 O C) m LD 00 LLJ m Ill LIT ef ��: 1) 0 Z) LJJ C4 Z C F 1-1 11.1 ii - It 0 D- U z Z 0 UD 0) r- 0 Co. 04 Lo rl) U-1 0 -1 00 C) L<i rn Of Of 0 CL C.) z rl g z , I , 0 Fz 0 N � n _j u — r -ij It) LLI DWI NO. XBS-4 _—GROUT COLUMN ]SOIL NAIL ]GROUT COLUMN I2 Ta 38 58 54 fit fi0 58 56 54 52 50 46 48 44 42 40 38 36 34 32 30 26 26 24 22 ELEVATION VIEW =EAST WALL SCALE: 1' - 10' -0• 90 SOIL NAIL SCHEDULE SOIL NNL COLUMN �t �E�■ �D sv �✓as aw�u vsaav uv�._v�,.�uua.►yr..v��.�..ral.► ��,.��►�r tea...► `�`�" FIFTH POW SI%Ri ROW ..�D' I _ I I�G1•BIGI�i��a ItG1tIIJY16�G.1 _ ELEVENNi ROW TWEIFIH ROW OIP MOLE BM SIZE 126 -142 b _ 40 40 40 40 40 40 40 40 _._. .- _ ■I�w�� 15 143 - 165 35 I� 35 35 35 35 35 35 8140 _ ------- ----- ---------- - - ._ ._._._._. _ --- ----- 8138 --------------------------- 15 10 188 -168 26 - 23 25 25 �n ._ _ 812: _._.___._.__ -_ _._._4 - _._ - _. ... .._._. _. 8126 - -_._ - ._._._._.- _ -_. _ ._ ._._._. 8124 _. -. --- _._._._._._._ o-. -- 15 1 49 T69 -100 +�rwl� 15 e 191 15 13- 1 �y . ��I 15 �ii'351ii 5 - i�: 5 ,E'ii�ii �'�� I ';i :. � � � 'EE 3E � � I��' �E �■ BLEE' #SEE E�' ��E ;1E I �/1:�� : �I ��j �,�i �� R �\ I�i ! � N �: /�1 !E ��I� :/t �E� i ,��i I .��• l]NN]��i'� (F(. � _—GROUT COLUMN ]SOIL NAIL ]GROUT COLUMN I2 Ta 38 58 54 fit fi0 58 56 54 52 50 46 48 44 42 40 38 36 34 32 30 26 26 24 22 ELEVATION VIEW =EAST WALL SCALE: 1' - 10' -0• 90 SOIL NAIL SCHEDULE SOIL NNL COLUMN FIRST ROW SECON4 ROW 'THIRD ROW FOURTH ROW FIFTH POW SI%Ri ROW SEVENTH ROW EIGTH ROW NIN1H ROW TENRI ELEVENNi ROW TWEIFIH ROW OIP MOLE BM SIZE 126 -142 b _ 40 40 40 40 40 40 40 40 _._. .- _ 0154-- tnovosvronomm� -wui 15 143 - 165 35 33 35 35 35 35 35 35 8140 _ ------- ----- ---------- - - ._ ._._._._. _ --- ----- 8138 --------------------------- 15 10 188 -168 26 - 23 25 25 25 ._ _ 812: _._.___._.__ -_ _._._4 - _._ - _. ... .._._. _. 8126 - -_._ - ._._._._.- _ -_. _ ._ ._._._. 8124 _. -. --- _._._._._._._ o-. -- 15 1 49 T69 -100 15 e 191 15 13- 1 15 5 - 5 NOTES: TONING PIATES ME 1/2' a 10- • 10- 8180 ------- .--- ._. --- ._._. ------ .--- .----- ._._. --- .----- .- --- _._. - --- Bn0-- . ----- .--- .----- ._: --- ._. ._._._._. ----- --- .-- --------- -._. ----- 8176 -- _.--- ._. --- ._. ----- ._._._. ANi_._._ 5172 _------ ---- -- _b!0.. . _ - ._ B170 ------------- --- _. -._.� ._------- ------------------- 516- _._. --- .----- .----- .- . --- ._ _ - ._. ------- ._._._ _ _. ------- ._ - :164 _._ - ._._._._. - _ _ - _ _ _ - _ _ _._._._._._._._-- _.__._ 8162 -. _zzm _ _ _._._._._._._ B160_._. --- --------- ._._. -.- 0156 _._._._._._._._._._._._._ _._. .- _ 0154-- tnovosvronomm� -wui 8152 - ._.- ._._._. --- ._._. 8150 _._._._._._._._._._. -. ._ _ ----- _. .- 8148 _.__ M.—.- _ - _._._ --------- ------- BN6 _. --- . ._._._._._._._._. ._._._._._ 8144 - -_._ _._._._._._. --------- 0142 - 8140 _ ------- ----- ---------- - - ._ ._._._._. _ --- ----- 8138 --------------------------- ._._._._._ _. BI16_._._._._._ - --- .--- .--- . -._. _._. ._. __ ._. -. --- . 8134 ----- _- _- I._._._. 2 --- .--- .--- R TZO9N18._. -. _._.- -------------- 20-- ._ _ 812: _._.___._.__ -_ _._._4 - _._ - _. ... .._._. _. 8126 - -_._ - ._._._._.- _ -_. _ ._ ._._._. 8124 _. -. --- _._._._._._._ o-. -- mbv 8178 8176 8174 9172 8170 8166 8186 8164 8162 8160 8158 8156 6154 8152 8150 8/48 8146 - 8144 - 8142 8140 - 8135 - 8136 - 8134 - 8132 8130 8128 - 8126 - 8124 81x1 81 - ._._._v._._._ _ - x2 812 0- ._._._._._ icx�m _._._._..._ _ 8120 _. _ Bli6- - �--- � - - - -- - -BIIB SECTION SOIL NAIL EXCAVATION SCALE 1/4- = 1 - -0 O O 00 m Di co of I- U o U) N D W � H I Z W O Q M J O W LLJ ~o z Q °o S d ON �o Z O AGO O U SOCO Q N CO Ld H O W O Q� Lo ] M ::) W N Z O 2 h W = W I- d- O d Z V/ Z O m m O 'A I v, r r �( M w 1f1 M N V / J U ZOf U 4 < O d O U m n z I Z ® O O M N J .. U -[w OA J H DWG. NO. XBS -5 .. SHOTCRETE FACING VERTICAL BARS STD. BAR, MF9-.I_ SEE DETAIL C -t STEEL PL SHOTCRETE STEEL MESH REINFORCING - DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT LOCATED BEYOND, IF NEEDED WALERS BEHIND PLATE VARIES 5.25" GROUT COLUMN WITH #'5 BAR IN CENTER FULL. LENGTH CENTRALIZERS, TYPIC) VARIES VARIES BOTTOM OF EXCAVATION 5.25" GR OUT WI OUT COLUMN WITH #5 OU C 60 BAR IN CENTER FULL LENGTH EXTEND V -0" BELOW BOTTOM OF EXCAVATION q SECTION SOIL NAIL EXCAVATION 3 U6 SCALE I/4" = l'-O- 7- VERTICAL BARS - (2) #5 BAR 3' -0" LENGTH, MAX O' -6" 00 STD. BAR MFG. NUR STEEL PLATE.. THICKEN SHOTCRETE TO MATCH PLATE,ANGLE SHOTCRETE MINA 4000 PSI FACING SOIL NAIL SEE SCHEDULE FOR SIZE AND TYPE 4x4- W4.OXW4.0 STEEL MESH REINFORCING 5.25" GROUT COLUMN WITH Q5 BAR IN CENTER FULL LENGTH _WALERS BEHIND PLATE - (2) ¢'6 BAR CONTINUOUS, MAX 0' -6" OC VARIES (SEE SCHEDULE) SOIL NAIL SEE SCHEDULE �� .. ... /i FOR SIZE AND TYPE CENTRALIZERS, TYPICAL EVERY 10' -0" OC START 3' -D" FROM BOTTOM C DETAIL NAIL HEAD AND TENDON . 6 6 SCALE 3/4" = I' -0" STEEL 5.25' DIA. GROUT COLUMN 2' -0" ON CENTER WITH; #'S GR. 60 BAR IN CENTER, LOCATED BEYOND 0 a 5.25" GROUT COLUMN WITH #5 OR. 60 BAR IN CENTER FULL LENGTH EXTEND V -0' BELOW BOTTOM OF EXCAVATION MAX 8' =0" HORIZONTAL DETAIL FACING NOT TO SCALE BOARD, I' -6" WIDE, IF NEEDED WALERS IN FRONT OF PLATE STEEL MESH REINFORCING OVERLAP MIN. O' -B" CONTINUOUS WALERS SPLICE IN CENTER OF ROWS PROVIDE 2' -6" OVERLAP CONTINUOUS THREAD STEEL REBAR p5 GR. 60, FULL LENGTH MINIMUM 5.25" DIA. 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Lmam DR'� SHAF�. a 1-40 418.71 8'N M 00 24 41-0 MWO PHENOL �.M. 1 MUM I 12.0 14.W 24 "-0 MMO n n z n n .. 47-� ffltr� z z , 200 24 4.-. n u n- ri n z z 55-M 4x I nm ,n =. =n. v r�n- u - ��r--n P �n. O=u —n�wm u R ===n u �U�. u I q n , �n u�u, ,�Ul non 81 81 81 81 81 81 81 81 81 Bl' BT al SOLDIER BEAM SCHEDULE SBTIM Iqr ND, BB I �n Vp MV. ELEV. "am"A MGM I EXCAV& I �V. So OWEL EWMED "E.1 M �'M em MOM. Lmam DR'� SHAF�. a 1-40 418.71 8'N M 00 24 41-0 MWO PHENOL �.M. 1 MUM I 12.0 14.W 24 "-0 MMO n n 4 n n .. 47-� ffltr� n , 200 24 4.-. n u n- ri n non nmm�, 55-M 4x I nm ,n =. =n. v r�n- u - ��r--n �n. O=u —n�wm u R ===n u �U�. u I q n , �n u�u, ,�Ul non �.M.M.M=n n �n n n�n . . . . . . . . . . u .I�n .1=� .I�n ni n Or L !Mu SOLDIER BEAM SCHEDULE SBTIM Iqr ND, BB I �n Vp MV. ELEV. "am"A MGM I EXCAV& I �V. So OWEL EWMED "E.1 M �'M em MOM. Lmam DR'� SHAF�. a 1-40 418.71 8'N M 00 24 41-0 MWO PHENOL �.M. 1 MUM I 12.0 14.W 24 "-0 MMO 4 1 47-� ffltr� 200 24 4.-. SO 55-M 4x .DO nm ,n =. —n�wm . . . . . . . . . . SOLDIER BEAM SCHEDULE SBTIM Iqr ND, BB I �n Vp MV. ELEV. "am"A MGM I EXCAV& I �V. So OWEL EWMED "E.1 M �'M em MOM. Lmam DR'� SHAF�. a 1-40 418.71 8'N M 00 24 41-0 MWO PHENOL �.M. 1 MUM I 12.0 14.W 24 "-0 MMO 4 1 47-� ffltr� 200 24 4.-. 55-M 4x .DO 57 MAOD U EXCAVAVON 8166 8164 8162 8160 8158 8156 8154 8152 8150 8148 8146 8144 5142 81 40 8138 8136 00 co rn U) 0 cn w V) 0 1 0 LLI 0 < pj� V) 0 W 0 0 1 Z < m < Z n WO 0- NO C> L,) :2:2 0 Z 0 00 O c) = V) 0 w LO, c) 10 C 1 Ln 3: LLI Lo W " 0 ' D Ln > v) D WC4Z 0 2 1, LLI (3 Z U) Z 0 LO 0) O 05 0 LLJ -,1 00 Z af 8 in < NC X O Ir O 0- 0 0 Qz ) � z 0 1- 0 to C14 -j U LAW 0) J F-- DWG. NO. XBS-7