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1989-9391 G (Plans) CS w e v /✓ O r. & w CONTE ADAM GORDON ALFORD BOOTSMA/ALMEIN MARAGANIS A X30 NEPTUNE �Zq NEPTUNE X16 NEPTUNE 710 NEPTUNE 106 NEPTUNE a fMIP"y ma-55 11&. 0 \ NfAI s h I ra eux►� I I fAf10 AfiMt 51 am mr Of akrf . �. �• AtGlc / oMLK I Mxtsf. fa.a< wAU. - - - -- -- - -. - � �f.cw�N.Lft f0 -_ _ fMALKS \ 5 -- -- - — MIA • S� � -- - -- _ -- -- - -- -- 7G - -- - - MEw wA1.L lt' -o" � w 1t" 7i — - —� - -- - - - - -- 01A roles �f Vo m h" — - -- PE'12 M - - - _ - - - - - _ - - - - - - - -- - - — — -- - --613 - - -� - - - - - -- 7 � -- - - - - - - - -_- p S.�UP f ER WALL) =- -- - 4 — —� —Q — -- — mom StAKS - - - - � 4 - - - -- - -- coMMALf t © a - -- - __ _ _ a 13 AAA l /c 0(11A Af f05 - -- o - - ALL OAR 3 "GOIG GVK -- – -- 16 Fu wi s SLOT PAW fm X 0 fm I WK cam MEYwAY S f K�AIL�Y fa� fa- �qI SSf 5 (iRE 4 40 ` ItQ1AMK. 5IE ALfpIMA $ SAGK CON N WALL 0 .�:. S.an Sf�Mf t _ W1 C - -_— - - 11NAt wAU - - - — 15' INX FILL V -- Lmm EL 35 tl 10 1 C, 1 6 ® © ® © ® Q O 11 .CmLvK of ON 0 0fAp� �. © 11 14 11 ® Q AYff16 CLKMEfE � . Q SfAK I�fIG 0 l5 if" AfO'•104' O �'� 11 SfALMS � � O S SfAGtS At 0' • 40' Al O' 00' 50 wo 0a sfMf Mdl 10 5111( NOTES SS10A (LOWER WALL) Lolwwl r j. 1 ; a C/ ry OF E'NC/M1 r AAOT- ►7TONS M1� 5A% 1�MA(JC W MOM al wo ou A10 CALL" 5a" S- d u /LTS *CCEf?"fLE 7b 1m "" AND McmL. No. 8846 �'� �••� RL°VIEWED FOR CON1FO¢MANCE WITH W � � CA4 ,��' �■ �vGnuBEitiMG Sfi�✓iCES DEPT ~� + 1F f /? NENog lAIDuM D471E0 y -jS 12esotu C - C 31-145 FOR M UP 89 -073 1r f o 1 v i f A& UNGIE MtIP� -0�3. BY: 943 �9/ OIL I IL -�* LLOYD H OLT CITY C 12.12.C. WGI . C. 1818$ 40O / O � O 0 RH9090m(g pl!=6 �J SCALE: QEv 7 /n/v L Rcv 8/30 ,9► ELEV. 60 5' HT P o TOE 00 0 t�]C�3 CCa� N. UPPER WALL SCALE: I"=10' a a TIEBACKS SEE SHT 3 ELEV. 94 Q .� J ELEV. 91 12" DIA POLE AT 4'C /C Ir 10' POLE 12' POLE WALERS 30 18' POLE 30' POLE 25 20 15 1 5 1 i 0 N M L K J I H G F E D C B A C Q�� [HLHU6�709)RO R=99)M0M9 C�Cagcff S. UPPER WALL SCALE: >" _ 10 a EL 32 +/— EL 35 EL 35 WALER ID • • e • • o • e ° e • e o �j EL 20 n ° H G F E D C B A U 0 N M L K J I � nn�np U O 33 32 31 30 29 28 27 26 25 24 23 22 21 2019 18 17 16 15 14 13 '12. 11 10 .9 8 7 6 5 4 3 2 1 Gaa`T L0 WER WALL WITH EXIST STAIRS SCALE: > =10 (� 0 EL 31 +/— u Q EL 35 +/— EL 35 +/— @1 op 36 5 3 @@ �JI WALER ID • O A • ? F f0y �� M EL 20 ME 0 Moaff 0 N M L K J I H G F E D C eC, ?° on No 994 � EL 7 CIVIL �. EL 0 9 8 7 6 5 4 1 33 32 31 30 29 28 27 26 25 24 23 22 21 2019 18 17 16 15 14 i3 12 11 10 C Q� C LAC dCa4000�J L�OOC�OCI�]® C QM`T ( LOWER WALL ALT WITHOUT STAIRS SCALE. > " M =10' � , . ' A:s 601L r 9 5 I 8/3o/el I TIMBER POLES SOIL FOR PLANTING 10' DIA AT 6' -0' 3" LAGGING 3' (TYP) 1 /2" GALV BOLTS OC DYWIDAG It AND NUT (GALV) W/ WASH. EA. END pal • 2' -0' . . . SOIL CEMENT 2'-(r 3" TREATED LAGGING (ROUGH CUT) (MIN 20" THICK) 5' MAX • 1 "X16"X16" It GALV 2 -6X14 ^ (VARIES) 1 "f GALV DYWIDAG BAR 5' . . w GRADE 60 EMBED 8' INTO SOIL TIEBACKS AT 12' C/C MAX (TYP) 3 CLR v CEMENT (NO TEST) 1 1 4 DYWIDAG BAR (DOUBLE CORROSION) GRADE 150 GRADE 150 W/ ANCH It WEDGEWASHER MIN d NUT AND COVER (GALV) ANCH PLATE SLEEVED. 2' 1 CONCRETE WALER FILL W/ CORRIStON RESISTANT GREASE. a EXIST GRADE TIEIIIAcie _-6 4oPr. FRONT VIEW 15.E ALL TIEBACKS TO BE TESTED TO 80 KIPS 40' A IdCN LELl. L_ THIS WALL ONLY 2' 4 #7 EF TIE NDbW, 8 AINUN VARIES 6" THICK LAGGING #4 A B 16" T'ESTIN(o NOT REQ, 7' -O' MIN 6' f POLE OR 2 -3X8 W/ qo ! • 2X8 FILLER 2000 PSI CONC. F A r�`� D � ` 1 -12" POLES 30' LONG 7 Q ^ SIDE VIEW - Z of 1 FILL W/ 2000 PSI CONCRETE SEE ALSO DETAIL 0 a� `,,�� INC�TOORg N. END WALL � 40L�C�3�1C [� DC55�QOL� S. UPPER WALL �3 �� ;400 � o 0 WL/!U=�G� N. UPPER WALQ NEW WALL- N TIMBER WALL DWEI LNG 29'± SEE DETAIL e ELEV. 94 GRADE BEFORE SLIDE NEW GRADE 31 DEGR 0 GRADE AFTER SLIDE — \ 60' -0" ANCHOR / 45' -0" PLUG CRUSHED ROCK FILL LE ' /4 hwnmc TeS T C 00 v- �n SOIL CEMENT / u 40' -- 0" ANCHOR O 30' -0" PLUG / \ \\ LENGTH ly4 Dlwtoa4 terrs eTd , 35' / EXIST BLUFF Q / NEW TIMBER WALL 60 5 a / SEE DETAIL e EL _ ELEV. 55 50' -0" ANCH ELEV 94 38' n 40' -0" PLUG -~ rKST PERMEABLE / - NEW -GRADE =31 DEGR 1 I v NGTH - pIW ID A& P-09 s SAND FILL leov TOP OF WALL o 3X12 TREATED 0 LAGGING �f � If 1Q b M•� \ TOP OF EXIST G DE V O U fOf f 3'5.00' NOTE: 16 TIMBER WALL TO EXTEND 6' ABOVE SOIL CEMENT f0 d. o / / EXISTING EMERGENCY WORK INCLUDES FOUNDATION WORK O 65' -0" ANCHOR fD fL L5.00' ON ENTIRE LOWER WALL. LOWER WALL SOLDIER BEAMS AND 0" VERT. MS 8' OC MAX (� © 50' - PLUG 65' -0" ANCHOR AND TIEBACKS AND THE ENTIRE SOUTH UPPER WALL. BACKFILL SEE b AIL I LENGTH © LENGTH PLUG OF THE LOWER AND SOUTH UPPER WALLS HAS ALSO BEEN COMPLETED. 15 / 1 V DYW vAG QOIDS TL•S r d IZO K 1 otw (GODS NORTH REMAIN W ORK WAL INCLU ELEV TtrST C IZObc CONCRETE SOLDIER BEAM STRENGTHENING AND PROTECTION. PER SHT 5 U14- \ O PNTING. FUTURE INSTALLATION OF SOUTH CUTOFF WALL. FILL SLOPE re s.00' MI N A { � MI 45' -0' ANCHOR ib A. SAO ' 35' -0" PLUG O 45' -0' ANCHOR 0 ,:� q LENGTH LENGTH PLUG / ► S 1L W ?o O �p Mgxct ('(4.0 DYwi,9A6 2o05 / "'1 �/ La TtaT a flo w- lyf A WIOA6 Rood 1 * *q. 894 L 894 m No resr = tw W. Lwtp A * �„ q CjV1 ' C ' F of GpL1 r I cn f ° � Mum LE G�O�� C�C� l`��OO G� (SOUTH WALL) MF2F2 �O 0C (5`T0(2 ] (NORTH WAL S �( o o 9[HPcTOOG� (N. ALT. WALL) \ REV 7l,ab 3j i NOfE fKSf 41 RGf GpKfRUt.fMJN NOfA fKSf SfAOf (,OM51RUGr�II OtA t" 5f C 6flfRUG KA 1mm Sfkw (0511 Gf1019 TIaAfSG fINA( fOIK a 4'(./G EL 35 mAx � . ltd X 30' lQ6 LOAD 40TAL aM Of � 18" TOPSOIL Q�yKN0STIE S4T3 'LENGTH 0 oft f0 It 1 Ar 4' -0" r 120xyy ; 4" /60' a W 1xt5 a / EKCKFlLL � /✓ OF 11EB owo �k 25 Oh% Uff 6 4 w/ AN m DRAB No sw .-. SEN fiCiK 01015 5.0. A (TOP of BLUFF) ` 0 1" NCxI A0.f5 MK lnfty WW pm v WAY %01 000 W 14X14 6" kVx 1`011" 00.4 _ – Af IC' OC BA t_ eACxFxL w/ FF1UNi1AME Sots mm KLFF • mm 0 X d LAWICT I � A" ROC CRU SHED M. � ROCK FILL (MJ p 1MA(N( 1G' lY do BLUFF VARIES 6" G•6X14 GCMfNJalr 'T� Hoot aow+ 119 ffti a caCJ(EfC V� Aerwr tAeo:ta �� 3" (41 "Ills cam l'-0 11 M. 4 C4 DC. MAR FoR T:ow S TEEL BEAMS wl4x73 4 1'AMG'I n1`5 I lA 'UC T sACI LA GOON so LWfAI' * r C/C 401t r x +r) fl 3 /4XG'XG' fMKXS IL n r� rx r CONC TO n 7 NOTES: 1. UNEVEN FOOTING CONTOURS PREVENT THE PLACEMENT OF TIMBER GI(YfAiX fO AV, LAGGING AT THE BASE OF THE BEAMS. F1 4 awc (SUM�R) LTGSf WE 2. CONCRETE WOULD BE POURED TO 6" ABOVE THE TIEBACK LEVEL Y �� THEREBY PROVIDING A LEVEL PLATFORM ON WHICH THE LAGGING 0 BEAM BASE DETAIL CAN REST. O 0 0 0 SFE DW C FOR DETAILS 3. CAP CONCRETE WOULD STEP DOWN AT APPROPRIATE LOCATIONS CONTRACTOR TO SUBW mm IN ORDER TO MINIMIZE CONCRETE PLACEMENT. N KW F00104 AS an -OFF wALL — — CLM TO a1w Dn HAR FOIeMM �.•O. � AB SArEn' n -e VQ U lll�JU�J U�J w PERMEABLE FILL W/ 2000 A-I' LOWER WALL SAND FILL PSI CONCRETE left fKSf 5rA0f COMfl"flm a.Y 50 SlrEf NOS a GOICIIEfE AEA5AMIf (51L010 5fAGE GOMS1Rl16rIQ4 CA Iaolw lrMU1 sANns � ur4I�E in �fQI 4' MCA' 645 Ar 4' -0' a 2.0 off. fKsf 5fA66 MfXUGfN)M WALL MY So Wf No 5 fug cal rif c �� W � W AIGASNIMK (5N7t01n SfAGE COIKf141 p 2rY13CD xc a SNT 3 EL 35 tax 1MKa( NDII LACAffC TEST 11 U o n 1- LOAD ,4 0TAL W r � r �DO� � � ' LAITY t-4 LENGTH SUSfCIf POOfN7 � Qcw flElOp M 01)1116 12 /60' • ° NOTES: NiSC DNS BITES BACKFILL TIEBACK n x ° ° 1. Om IEISTN! AM SLIM ILANETERS AR A!<A GN Off WALL � a RTIININ M THE 811111111. TIE NOTE: EiISTHIS MMNCY M INCUISES FNANATlN m �Srm BEAM — t mi N N HORN i NNIIOR. I YIOR CNIMCTM NSII SIOIEIILE ACIEI TI E EWM AN ENTIRE WN IRfER NU. L ILL IF THE TIE TEST Loam CRITERIA 1B TIE ATARI. LINED AND WN WM BILLS IBIS ALSO KEN CMUTED. Q EL h LY�R OATH IK NIL ANCHOR TNT N ENTiRLY NYMD nOn V \411 TRr BLUFF w Rots TN FAILINE KA E. COXTRACRO RAY A.70 U 6" COVER mm IiAETERS A LMTNS1NTN REMINiP = IICLISES: —_ – – IORIIIMIM f 111 11611111!. NORTH PM BILLS ,IMIER NAR,iIEMCKS a IACKFILL. BLUFF VARIES _ !. CNMWOR MALL MTAIN ALL NECESSARY CaN SOLDIER IEAII sTRENTNENIN6 AND PROTECTiOR. Lr{R f�LIAf PENMIfa FM NN(. FUTURE IISTALLATiOR N lONTN LONER HALL pTiF MALI. t11TR f��n F�innnn//� fM:V1 fn1 n fMLJ1 11 �Mf�F�1 t�/1//�f1 f1 TS NPPLEW TN 111!11116 CNTSFF BALL NNICB ON N a Hoot cLO� />' H • it er FT SE N r � pp � Y LS �1�00tN ��U�W L5� W LSIr�S WALL Lb INiERIAIk SRI 5 N T RlI BITER BITER NSla NIAE Mn. wKr tAaww m OY OfiN;Wglr�l SEE SRI S Flit NIiEi a PEAWIE7iT SONS BALL. A 4 , ;� -•"-"" ��nIE�Eh TELL OMa61a (IBNr TRY) IL W. 1 � 0 DEL MAR raRwTaR STEEL BEAMS w14x73 h � f0 CAKiRLfEllf NfIlIE NORTH UPPER WALL Y 1r! Ed1 .1'1 Lt SINN. JET JET CF � exe 1A90We CL fmfl UK off ft DWELLINGS IENN NLL N NFFICIER TS TINT ME= TS CL h / Tomacs • r C/C (0 It x 407 5 . Lb r k ..'40 N no ARMIES AT NSNL 1" M Eli OF � a v IALKII AT TNT LAMS. g11TBSCiM NOV MIT AI MATE ° 0 a Pm -R M T SOUTH UPPER WALL SWIRLS FM M ooft.CaANINI IMRCTIM IS M EL 4 D ) mm EL)f Off WALL , EXPMMIG PSI 0 ° 5Q1fH fFaM(fM5 BILL "MI NMI 3m NI OATS. O 0 I N1NF: 1171111017 MRS ASiR IA15 M AM,NNT MRS 011K.44. EL 0 O 00 0 ° N Mfl4n� (CIlNb * 111/11A IBit A31 51EEl,CLEAID S CARTE/ BITN NiNIIMI IA I I j`,y -HAP- I, r II II A 4!)41111 AM O1fOff WAIL Ill! Or FART EP01Y FOR MINE EIiIIBN. IIAY 0 Of IIfAJW. fIMATIN CM L EN: NIB 7 SACK Nil #TIN .4S NU TA TNRE PW FOOTSw AS wAti1 – – PL Ie� OW RATIO. CaTMUM To SiIMll Y1 NOW S IAN DECLARE THAT i nN rH RESPONSIBLE _uarrE nc TW DESIC+ CLOSE TO BLUFF o[L Wit � — °J PRIOR TO fU10ElENT. A)EED`AIA IE NNfiCIA. THY .uRK A llEfIra�i iJ SE IGIN t 02 ut THE: Y'USINESS IC POWS NIL COOT: 4 SACKS PER Cy BITN MTERICEMENT Mi ASH!' PROEEC rn rn ; . -DL ," rc .rrn 1c rti TE TCHY rru WI... LOWER WALL O At SAFF.lY EL -° LVR hORLHA110N I4 Af It IA CMTRAttOR TO OMIT III IESiM S BAYS MIN TS UNDERSTAND THAT THE CHECK Or DR..A' iC,� AND {ZALCt1LATICIJS — EL -e — 11ACEIEIl1. BY THE CITY OF SAN.DIEGO DOES N07 RELIEVE 14E OF RESPONSIBILITIES � Q NSTiNi L I11NECTia: F ?urc -DESIGN. BEAM BASE DETAIL FCr�LNT � � 1. N M TIEBACK SHAFTS TA N RININO y� 4PM M. TOM NOLL N PRWiNI / IITB 111 iN iME AININ[ R I M MICEf AT I'I TI ROBERT MILMOE C£ 8946 E)'p 1 12/='6 DATE � 0 MIITAIN 111 ISIBS A41,fw V NN7. f 09—UT U L9D W INN W ARO—M pl :. CMN ACTOR i TI RE RETAIN AL I LOCKER O O M lDUM, An NiMSEI IV INSPECTOR. w LOWER WALL Nam RST RETAIN IN ALMNENT m TEMP EXIST 3. AM TIEBACKS NOT NACNIN! TEST CMACITr NOLL N INFIRM TI TiE En . BASE OF BLUFF y A 4. THOM SBALL IN CREEP IM A S NINTE y F11oAtCr P" AT CIE AT EST LIAR. 4, 0 j f `q �� M� ONE to S. C �#ETE EST CIIEIIERi Y1LL N ia11 a 4• Qj ' / RIM. A FaTN MIND TAY N TO IN �'� Q� �F «� g 0 � ._,,t TNNCE OIINNR 0 NOWT a OR to it _ / /!/ A c0 K } TENS Tt ALLN law TWIN (1461 PSI) a . (((/// ' Na. 8946 121 RH.DR A• NEE � Ra 1 OROR! lull NAEE �: t R CILI MTIOR CMIN a MiA. „y � � . J� Riot 6 HICAER 0 WW III NIISiK KILL PRwI113 'N' I'I . �t 1 V 4�- is IN wim S MI! 1 R PLACiIS. IIl 4T C�Vt� '� rf OF CAT - r. , p NBN.I EIaM1 EMiN 611E IllfRIlYTI SF NI f CF Ca \F� a y , WA A �Y�Y"Y�W V� /�iY V Yr7aY �:.V Y ` ' .• p EV 112 31 °)391 -G a /s0 /s/ NE►TRME LIVER PALL CONCRETE MY 5 MOTES: I. THE EXISTING LOWER PALL 11 TEMPORARY ONLY, TESTING 6 INSPECTION: CONCRETE MUST PR ►LACED AROUAD THE STEEL CONCRETE: 4 CONCRETE CILINKIS TO PR TESTED. THE 4TN CYLINDER LAGGING SOLDIER TEAMS TO LIMIT CORROSION An PROVIDE IS SIIIGESTEB TO ASSIST TIMING OF FOAM OR BRACING, T PERMANENT 11610ITY TO THE MALL 6 ADO A HIGHER IM REMOVAL. FACTOR OF SAFETY AND LOGEVITY. ALL COLD JOINTS VILL BE CLEIM ANG NETTED BEFORE 30' 2. THE REAR FLANGE OF THE EXISTING TEAMS IS EPDXY ADJACENT POURS. a MATED BUT MAY EVENTUALLY RUST SINCE IT IS EXPOSED. I 4D THE PERMANENT CONCRETE WILL BE REINFDROED TO COMPENSATE REIIF: SHALL BE PLACED YITN 3'COMCAETE COVER ON ALL FACES DET NO END v FOR THE LOSS Of THIS BEAM AND Ylll PROVIDE THE SPLICES 6 LAPS SHALL PR AS NO. INSPECTION SHALL PR O REQUIRED PERMANENT STIFFNESS TO THE NALL. REQUIRED PRIOR TO POIRIIG CONCRETE. p 3. THE TEMPORARY MALL WAS TEEN PRICED WITH STEEL WAS. INESE BARS MUST ONLY N REMOVED IN ACMAIAN;';E KITH SEQUENCE OF CONSTRUCTION ILDNER WALL): THE SEQUENCE IF CONSTRUCTION KIM. 4. THE STEEL IRS EMEND THROUGH THE FXISTING NICRETE 1. FORM LONER PORTION OF COLUMNS An HORIZONTAL BEAMS. F00T)Mi. THIS STEEL SMALL PR 1ANDILAITEI AN COATED DO NOT REMOVE STEEL BRACING AM UNTIL CONCRETE HOR SM KITH 20 MILS OF EPDXY IMMEDIATELY BEFORE POURING STRENGTH REACHES 2500 PSI. VENT INS. THE COATING SHALL EXTEND & *OF FROM THE FOOTING. 2. REMOVE LOWER BRACIM6 BARS. 5. COAT LOWEST VOF VERT BEAM REINF KITH EFOIY AND COAT 3. FORM AN POUR UPPER COLUMNS. ALL OTHER REAR PER SIDE OF CONCRETE CONSTRUCTION JOINTS. 4. REMOVE TOP GRACING BARS. 4. v THE LOCATION OF THE FINISHED COHEIR HALL IN THE SURF AND .- SUBJECTED TO CONTINUED BRJNOING ACTION OF BEACH COBBLES j MILL REQUIRE ONGOING MAINTENANCE AS BELOA: FUTURE INSPECTIONS 6 MAINTENANCE: THE WALLS AND SLOPES ARE EXPGSED TO RIGORTNIS VINO AND SEA CONDITIONS AND MAY REQUIRE FUTURE MAINTENANCE IN ACCORDANCE WITH THE MAINTENANCE MANUAL. MATERIALS: - 26' 1. ANNUAL INSPECTION BEFORE EACH WINTER SEASON. TIMBER : FULL DIMENSIDN IRAH1 TRTD 11 OF. 2. CHECK MONITOR,* POINTS ON TOP OF WALL BY LINE OF SIGHT D E T @ CORNER TREAT KITH. AFTER EACH SEVERE STOAH OR OTHER HAiARO INCREASING EVENT, AMA C11-I9 CA tAMNDN, AL, COPPER, IiNC,ARSENIC) 3. CHECK LANDSCAPED SLOPES AM REPAIR OR REPLANT. O AMA CIO -89 WITN.A LIS PEA CF. IN LOK I WAIL. 4. INSPECT FDA ROCK SCOUR AT SASE. WAVE ACTION MEETING THE AMA CIS -B9 VITH,4 LIS PER CF. ON WPPHR WALLS. VERTICAL 'WALL WILL RESULT IN SCOUR OF ROCK AT THE ME. C/C EXISTING WG � ANY SEA CAVES WHICH CEVELOPE II THE FUTURE SHOULD BE 30 4 N11 FULL HT FILLED WITH CONCRETE. 16�. li4 #7 FULL HT VARIES V.I.F. TIEBACKS ADDS 6 HARDWARE: RODS TO BE ASTM A 122 -15 5. CONCRETE DETERIORATION: 150 KSI DOUBLE CORROSION AS No.. NET AREA OF CHEMICAL AN ELEC OLYTIC ACTION FROM THE TENDONS WILL AL SALT WATER MMY REWIRE FUTURE CLEANING AMD TOP SUFFICIENT TO LIMIT STRESSES 10 30 ' 601 OF MOVE VALUES AT DESIGN LOAD AND 121 OF COATING WITH ABRASION RESISTANT POLYMER VALUES AT TEST LOADS.' OR SIMILAR COATING. 6. TIMBER L4661N1 DETERIORATION: REPLACE ANY TIAIERS MICH BECOME 12' DEFECTIVE (TIMBERS MAY BE REPLACED INDIVIDUALLY). 26' HOR BM STEEL BOTTOM It GROUT: 3000 PSI 2B DAYS. 1, TIEc ?�YS: :N4PECT FOP S'i�lN1 D» CCICG:TE 'N TIEeICK AEINF: STM /TNT ARMS ASTM A615 AN 60,IENT MRS GRADE 40. AREAS, EXPOSE,CLEAN AND COAT WITH APPROPRIATE EPDXY COATINGS. A. MAINTAIN SOIL SLOPE BY GRADINI, PLANTING,AND IRRIGATION. 1 PLAN SECT BACK CONCRETE LOWER MALL: 1 SACK ININIRUM) CONCRETE WILL BE USED, WATER CEMENT RATIO SHALL MIT BE MORE THAN 4.3. IEIIBN STRENGTH SHALL PR 4800 PSI (21 DAYS) FRONT CONTRACTOR SHALL SUBMIT Nil DESIGN FOR APPRCVAL. LIN ALKALI CEMENT (TYPE:I1) IS AEBUIREO. All TRAINIENT 110111 EXCEED CON VERT BM 2 BEAM REINFORCING CONCRE TO PR PI IA NIED EI IM NUT TEAMS, YITN CONTINUOUS VIBRATION. A AMIDE /. 10 E 3 11 VERT BM #4 @24 11 1/2 SPAN I CL TB TOP BARS O HEIR BM 30' U T LAGGING 6' MIN THICKNESS X11 #11 CONTINUOUS HOR BM 1 1 7 7/ L 12' 0 36' 3'CLEAR ❑TYP �� 1 3 / WITH ANCH L NUT uJ DOT BARS —, 20'MIN � 15' Q LONGITUDINAL TIEBACK ANGLE n POUR JT �j D #4 @4 FRONT ELEV 4 IDE SECT #4 (� o #R4 @12 HOR BM ® TB DETAIL � DETAIL WITH TIEBACK BEAMS OO 2 ' RECTANGULAR BLOCKOUT n 6 4X9 TANDARD DYWIDAG ANCH PLATE R+ � 7'x7 1 /2'x1 3 /4'(DRY PACK AFTER TEST) n LAGGING n„n ,I- uI -J,I 114 @ 4 I It 91g) . 5- O DYWIDAG BAR IN 14' 2 -1/2' PVC SLEEVE LJ r cLN TEST BEAM TBS TO 180 KIPS O O OA LEN 60',ANCH LEN 45' 4 STIRRUP SPCG 5 R ?NT ELEV 6 U SIDE S TB BAR 1 3 /8'DIAM, TB INCH DIAM 8' D E L ETED BAR TO BE GRADE 150 (DOUBLE CORROSION) 2' -6' ALL HARDWARE.,TO BE GALV DYVIDAG DATE Of MMACT e TIEBACK POCKET �. ° M ICA" ,°1 N0 ssr 0 _ IN C ❑NC BEAM�� No. 894q * NEvism N�. 894 qT EI CAL OR 7 r' 1 V I F E OF.CkL CV 7 ,12 919391_0 8 /9o/g1