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SouM Property Llne � 2 � <br /> 10" �iame[er Shafl � <br /> WIW6x25 <br /> 4' 0 C (Fill with Lean Mix) 105 I 105 <br /> ����� � o�a�� Ma� � 'Contractor to field locate existing <br /> �� �1 utilities prior to construction. Nail Z <br /> � J + � �� �� t j �� I � F� installation shall be adjusted as fn <br /> - - - - � - -.. . _� � : •����. �•� - - - - ioo ' ioo B �( necessarytoavoidconflict 4ft. ° � W <br /> ........................,.,........................:....,.,...,......... ;- . B = . <br /> ' - - ' - - - " " 32NDSTREET � minimumseparationmustbe 95 ... � � <br /> r95 - maintained between nail elements - � Z � <br /> 4�� so�i Nao �eie�. sr-o••� I and utilities (unless otherwise noted). � W` +' <br /> Soil Nail Wall � F � Exis[ing Power q � J � <br /> (ConsWctARarVeeicel w 96 - 95 w / " � � <br /> Element Insblletlon) w Soil Nail Wall w Appmxlma�e7` � � Q <br /> � (4" Sholaretel --- `�- � �/ 90 � �. � <br /> � Soll Nail (Elev 92'-0") — � 90 - � � � <br /> SOUTH WALL w > ' • / ' o � � <br /> � Soll Nall (Ele¢ 8]'-0") -- F <br /> TYPICAL VERTICAL ELEMENT DETAIL '� 90 B°"""9 '"a" 90 �' LL / es LL � Q � <br /> _______ ._ . _ _ _ z 85 - SoilNailWall � � O Q� O � <br /> NOT -TO - SCALE � ( � <br /> 4" Shotcrete � �� <br /> Geocom osite Droin SVi s Soil Nail (Elev BG'-0") — w '\ < � � <br /> G P Existing Water J (n � <br /> Mira-0rain 6000. or Equivalent 85 '- -85 w (Approximate)' Exis'ing Gas W N m <br /> Cenetera BaNreen oRset Soll Nall (Elev, 81'-0") (Approx+mela)• W . <br /> � Nell Columns 8� � 80 � � <br /> � Bulltling Wall � Exlstlng FlberOptic U r <br /> ��� (Apvroximare)' (V <br /> 80 SoIlNail (EIev. 80'-0") —� -eo M <br /> X X X X X X ]5 - ]5 <br /> Soil Nail �5 -]5 <br /> i <br /> � <br /> �I % % X X X X �� - JO <br /> —�� � CROSS SECTION B-B' <br /> Geowmposite D2in Strip <br /> / — 7G �0 - <br /> Honzontal � 5 10 <br /> % % X X X X �\ - '�, �-- Na[ive Soil Vertical 1" = 5' �i � — <br /> - � ��. . Scale in Feet <br /> i �: i � CROSSSECTIONA-A' <br /> � OrainGrate ---- �� ` <br /> -- - Horimnfel 0 5 10 '� F� . . <br /> ' . 2" Diame�erPipe Ve�lical 1" = 5' �� -�- � — . � <br /> � Z� (ConnecltoPermanentOraln � � � ScalelnFeet ' <br /> {. -- . . . . . ,.. __ ) <br /> '� � 801tom 0(Wall ' � <br /> Weep Hole or /� <br /> ;,4 , <br /> °°""eCOfP1pe ` i SECTIONAL VIEW <br /> �rrP���, , . C C' D D' <br /> s°°"��'� ��"°� _— OF DRAIN GRATE '—` s <br /> GEOCOMPOSITE  � Contractorto field locate existin <br /> no ( � ) -�to �m� I sewer main prior to construction. Nail ��� <br /> �RA�N $TR�P �ETA�L ' NOT -To - sca�e �T � installation shall be adjusted as _ <br /> � necessary to avoid conflict. 4 ft. minimum <br /> ...-- � —. .—_ - <br /> Nor-To - scn�e �'f � - separation must be maintained between <br /> � ��-12�� _�os �os nail element and sewer main. --ios <br /> ms � i <br /> Geocomposite Drain � Vertiral Element � c <br /> Slrip 10" Diameter Shaks, 4' O C � �� �� Existing House <br /> WI W6 x 25 Beam Fountlation <br /> ,, (Fill with �ean Mix) I i i / AIIZ � <br /> � � e � E <br /> /� 100 �� -100 • t00 -100 �� E �, <br /> �1 �-- Soil Nall (Elev. BB'-0"� � I <br /> i Effxtive250psf U <br /> � � A�� � � Surcharge I v <br /> \� Soil Nail Wall <br /> ISOMETERIC VIEW � � � — � "�� s�°"`�`�, � � � � <br /> Soil Nail Wall <br /> (4" Snomretel F r N .. <br /> OF DRAIN GRATE ' ' w 95 — 95 w w 95 gs w � � ➢ <br /> , w w LL <br /> , _ � _ <br /> _______'_ _.__ __.__ . �` u z SoilNaillElev. 93,-0") — z � a in ¢ � <br /> p BuildngWall - � � p O o <br /> 5 (MinJNailClearance Q BuiltlingWall Q <br /> NOT-TO - SCALE j j W � J I o o �� o 0 <br /> / w gp SoilNailBelowHouse� ___ ., - -gp w w g0 - gp w i � ' <br /> Pre(abdcetetl Oraln G2�e (Elea BO'-0") Jpd O I � � � <br /> 0 <br /> Seel CuHn Joi t � i - <br /> � � � � � � Soil Nall (Ele¢ BT-0'� Soil Nall (Elev. BT-0") — 'i � � � a <br /> /1 /� ° <br /> / / <br /> i <br /> � � �/ � BS -85 85 � --85 �i . <br /> WWR4-Ox4-0 -W4DxW4.0 ' � ' '� a <br /> \ Nate: ConVactar To Fisitl AtlJust <br /> Snotcrete Reinforcemenl — � � � 2" Diameter . Angle Of Nail ToAvoid Existing m' <br /> Place at Center of Shotcrete � ��' PVC Conn ecror Pipe Sewer Main 4' minimum sepa2tion 6" Diameter• � - - d <br /> ' Soil Nail (Elev. 81'-0") Soil Nail (Elev 81'-0") — �f— Existing �, y - � <br /> I �_ N <br /> Sheet Drain - - - - � � ► ' a <br /> 80 SewerMain 80 � <br /> I . e"a9" x1iZ'A36 80 �-80 (APPioximete) - � ' <br /> � v E E E � <br /> (2)#68arWale ¢ �� - - - <br /> E#ending Honzoolally� � , Soil Nell (Elee ]]'-0") — �� <br /> � TYWIOAGWetlg�Washers <br /> I � � (As Necessary) N <br /> Shotcre�e , 1��� � �5 Soil Nail (Elev. ]5'-0") - �6 �5� -]5 _ � , ry � <br /> � II�r � �� o <br /> I J o <br /> \� I � ;� <br /> Steel Ber-6r4Afi0 \ i^ L � o I <br /> i�� J I <br /> — ; �` o�W�oA� sPhe���� '° - '° CROSS SECTION D-D' <br /> 1 �'� ' � Sea[ NW `-�� ' o y � <br /> i � , a I �a <br /> � ' " � CROSS SECTION C-C' Ho��=a��� ° 5 ,° , � . <br /> � ��, � �2� #SBarVehical. 2.SEach � �� — �. <br /> Ve�ical i" = 5' $�ale in Feet <br /> Mm� `� � Behind Steel Plate '� <br /> 8 � Nail Gmu[ � Horizontal � 5 �� I <br /> �i Ceniralizer P OD. � vertiwi i" = 5' � � �ai� '�.. m <br /> ; NAIL HEAD DETAIL '1, .�p s n v o a <br /> , ``?< _ � Y <br /> I � NCT - TO - SCHLE °' <br /> SheetDrain -----i � � <br /> I � � y � `p <br /> ( v � r Sheet No. <br /> , I <br /> ' � '�� a' SN-4 <br /> I <br /> � � <br /> � . <br />