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RmiGBq'iucM >EE IFpIicA B4R9B ftlIdLLd11W �ny�� X201a-,2S90 -700 /Liala6ar Or elm U.1 �� LL hil w U� d N c =C D < � V fY g R pp� � O C O cc W q °44 p °j W>1J DAM Ndbl9 $CpL9: DM": V 106 NG. =8 S-1 h ji, LL w w TV d f0 V 0� �S Q g C Cc Cc � Q Dl w4S.0 E.6 eesrDA. %DALE: NMWN' RP AW NO. M58 FD1 BWRIIYi 6EdENDE SEE alall 1 FDR I. 6' INc S. Slab W/ REPEnTI VE 1NnR',nnoN u Ber..16^ Dc, ew afl 1, DRILL t£Rilc4MTI. ], MADE BDLDIER PILES 6 9 bt UFe 8 BSrcla eP� P V PG S FILL BNtlRB ON a690 PBI Wall 'If OEEurel Menbrene, ter4ad IR" DQIDR2 1 Info FOYdallon Wall m/ a' WrE d. Wall IDOAVAlblt LPieI1Ka BNALL BE MULLED B NaOVa SM Y@evel Eelw. F'RrA'REc91YELY WpER WPERl DR N. .11 S• a 3. (}1 q TrD MImTpIGI All Gonl Fcaxirl9e, IIHO EN6MEER WW, BETWEEN /. Re-cbmpected Boll FIL BAIX Oli EXPEL BE FILLED WiM SHALL 6 a w E. pFP.t Plale m/ 5R' pla. & R¢ >. E%cAVATIDN rD O ver 4 I]• PB'e a tt" O/C MM1I.r '^L 6 }°Fcmell Comwet IIG> x x .Bg.OPIBBDa • ARSEiEKPVPTIW LEVEL. 'A.T! I Y nm J es BT /r M. Er rlsf'ito.l • • N J Daea FWTdatI2 Fla 6. Cold Jolnt at } PpF CmdIN oOC ILeelm. WIeM May I DfTVP SOLDIER PILE / pt a Be Blot Cu{ Fovidad a FOR NTIRE uew a oouLa sle�de.d al WS .m I. Peo.•mad BeWagen u,g wt . Ml al ifi Iron \ • • a • • M Waelm. WS.M1u tc be IGtened W1m1n K^ or IM ave-Bn / . WNo u Date 36" a/e 3 A Stood side or tb Plea. rd Cut W]eM Hay BDLDIIR PILE Ij a B' be ul .pNO, be Wad.. NEn-&xar L PAd£6i D6iA4LE t0 ADJACEVi 6—WRIIEW W Locatlone. eeu6e E61FME NQ}EI_BEE BO Ls LIEPORL PND nD� 05TA LED RJR ADD iILNGL RFOR'IATI W! E61R]1E ,q WR-FD].0l 9;N-wRl 5 EXTERIOR FOOTING w/CURB 11 TYPICAL EXTERIOR FOOTING 11 CONCRETE CAISSON P CL IL x,:-AmaD.leT FDO,M6 SEE DETAIL Fpi, SEE DETAIL PLR MI FG. REPETITIVE IWOWIAiION REPETIiIYE INFORMdiIW B• 1 PSI 941OTCRE,E DR D.IA T. WALL D.I/1" Eepeulwl LAWL Sal so- o •N Il. P'lvwey bleb r• I' PILE n (Me g rM QL A'U 1 NON-DOMPPC,Ep _ P.T.OD1G-RIR .I..> MPrewAL LKwINb Fol e n t e / WA,CRMCDPfiall M3 eIRPpFAIN CR "}" % STgrErpl To BE O • -DAoR EOW.D cp BT - R eNplxeeRl v �\ \ ro rERr. t _ DRAIN PIPE •- �Il fbRIL BAFY RAINYE e IB' oa x..ILL PER Sol (Bp MR WHILE R9^pRT e • 4pOlELO REPORT e36'e/c ID. 40 9 b• oc E/W EEl E61/F'1E • fuR.fn}.di FDN-oas 6 SLAB EDGE AT GARAGE DRIVEWAY 2 TYPICAL INTERIOR FOOTING BEE DETAIL 1 FOR • • 11 9 -CER REMTlIY21KOd'IATIW IS'0 CPIBMN ]4^ FMTIryGD = 3x' 1 6 II BdRaDE 1 S E61/iHE FnI sutD]ro] - x 12 1 BIORETENTION BASIN WALL im - a ,1 FDDT1 SOAR\ •c 'PROVIDE PROTECTIVE (EEE IFpI J COATING AT EXPOSED ] SURFACES. \ \\'• 4 V ...1 ie3EEum/`B 36• ok DIA. EBI?%E EBIMIE S.11 B. t�El�lx E91TE 9 SHORING / RETAINING WALL 7 TYP. FOOTING CORNER/WTERSECpTaION 3 STEP DOWN FOOTING V. MIN. I»vx sena w E. r a5• m5^ 1 IL!: 'PRovIDE LAND. WALL q Re nedxio Dotal. Padre Dol JoMT AT ,uV-PdR 1 DLNDITICN , ..mmWE. 1B' r^ WE B3" PROTECTIVE COATING AT a R ^ MINI -u REBAR XrrudA lITTS l: vv . uI>m. It' i^ It' It' r^ s>' b3^ x. »' ba, ... Embedment and �Ic.l. covin. Ilwe ,/n' »• wan emmw ,Pae B v RAI • B,>• u• I6.n'.nlae-remw B' . • . -r ,.1 tbldaRl Afalbra EXPOSED M l Ba Tied In Placa Erlor To B »»u. »' v' al W.15'...al,....... SURFACES. Pass NDWS W xwu dol m. »• o• m° I0.»• FEwdeuon ED. ED. Bang TLRDil •• BLL El .1 InePeeuaa STEEL Df.CL. EO- Adp ll Va ew To, STEL 3 (MBAR W1p3 c Dow.ma' ALL Nam 6RAR DRESSu• IB'0 DONC CAISSLN da -1'dR rMDT AWJba g Ml1DaTIQllR I 4 I]"MkL 68 "­-1.�.. LR P.r.DdK PIR>LPGGIN3 _ jJ FIIN. A SLAB F.DOE GARAGE CURB PPPWdhD /\ f i O 99TB/95 SELECTOR 511JRZ BAPS . 14' E/eBBIIND »� WALL P 1 XLtpOYN FbDEL NO. M/110 FYVR Tlb PP1R La W \ B® 0 I I D NT,3MOW5 BBTBM fall ]I°rMdJd 6' MIN I,Va-FVJR) XOAS EBTNB Sal ]3' 8'MM 5 V6Ri.BARO , in b'.1. DRAISYSTEM <6EN[4EE %Boll E. OanfLE Nli }—D XONI Sal SEE.]4'If. 9'MIN STEEL WARRR}--A--� F<b ]•°ra-PwRI EaIMS PLAN VIEW EEIAifE ESI NG RETAININGWALL 10 PLAN VIEW SECTION 8 1 EXTERIOR HOLDOWN (ALT. FOR SBTB/BB) 4 SSTB/SB INSTALLATION h ji, LL w w TV d f0 V 0� �S Q g C Cc Cc � Q Dl w4S.0 E.6 eesrDA. %DALE: NMWN' RP AW NO. M58 FD1 Xz01a-,2890 700 M0la6ac-6r C *SPECIAL INSPECTION IS REQUIRED F ASHING AT NEW WOOD FENCE TO BE 6'-0" T P OF WALL 14 1/2 MAX. FROM EXISTING, ADJ. GRADE EXTEND W FLANGE SOLDIER PILE 6' 10 1/2 4 ABOVE ADJ. GRADE TO SUPPORT NEW WOOD FENCE EXISTING, ADJACENT GRADE TO a o o7 REMAIN AS IS PROPERTY LINE a., OUOo° "MIRADRAIN 6200" SHEET MEMBRANE DRAINAGE BLANKET ° oO° OVER FACE OF P.T. LAGGING a 00gQ 000 BACK FILL WITH AGGREGATE TO ° 0080 PROVIDE DRAINAGE BETWEEN a • LAGGING AND PROPERTY LINE a OO a a . oOQQ PRESSURE TREATED 3x12 LAGGING ° 00O STEEL W FLANGE SOLDIER PILE; • REFERENCE STRUCTURAL DRAWINGS X00 0 SHOTCRETE WALL WITH REINFORCING (PER STRUCTURAL DRAWINGS) AND Ooo� as 2" COVER OVER FACE OF THE • �Og — SOLDIER PILE a OOoQ PROVIDE EPDXY COAT 'MACROPDXY 646-100' BY SHERWIN WILLIAMS AT WIDE FLANGE STRUCTURAL PILE 0000 (ALT. METHOD OF CONSTRUCTION) a ��000 • PERFORATED DRAIN PIPE INSTALLED ° AT BASE OF RETAINING WALL; ° ° a WRAP WITH FILTER FABRIC CONCRETE CAISSON; REFERENCE STRUCTURAL DRAWINGS property line retaining wall/fence detail 47 Xz01a-,2890 700 M0la6ac-6r