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(1!) <br /> A A' <br /> 105 105 <br /> South Property Line I <br /> 12" Diameter Shaft I *Contractor to field locate existing <br /> (Fill with Lean Mix) (i) <br /> utilities prior to construction. Nail Z <br /> 4'O.C. installation shall be adjusted as C/) <br /> 100 —100 necessaryto avoid conflict. 4 ft. I Ll <br /> Drain Mat Bas n <br /> �, minimum separation must be +-•� <br /> / ��� f 32ND STREET 95 I maintained between nail elements 95 p <br /> r I }'' <br /> Lr%r.�r, �r.►._._._� , �rir, . . ._• . •_• • ;_\_,;;_._�_�_,_._; ._• - • ._t_._._._,_ .._:_._-_.�._.._ - - - Soil Nail (Elev. 97-o°) r � I and utilities (unless otherwise noted III <br /> - r r r : r•r r:•'r::•r r r r r•r•r'r"r r�r�:'r`r"r r-r . r r r•r r r r r•r'r'r"r•r•r r•r•r r•r•r r r'r•:•r,r- �• <br /> —,--.-.•s4v.••,•ti..:;c ....1; •••ti ;:;,..tv. '..•..•.v.:yti,•'L. .5�•••.'L••.•'ti••.••e•'s4 .:h• p.v. .1f... '.••r••••�y,• .•.•'L•'.•ti 4.:1•4poui l .. ... C <br /> Existing Power <br /> t w 95 95 w f r <br /> w Soil Nail Wall (Approximate)* Q <br /> 4 (4" Shotcrete) m <br /> Soil Nail Wall90 <br /> (Construct After Vertical z �; OZ 90Cn E- Soil Nail(Elev. 92'-0") ► F.. "; < <br /> Element Installation) >¢ Q 4. <br /> w 90 BuildingWall , -C 90 W W Soil Nail (Elev. 87'-0") W 5 •• W •g <br /> SOUTH WALL Z 85 85 LL Q .� • <br /> O Soil Nail Wall ,/ ti zo Q^ <br /> / > (4" Shotcrete) O v j O <br /> j>47 <br /> TYPICAL VERTICAL ELEMENT DETAIL Soil Nail (Elev. 86'-0") �. <br /> Geocomposite Drain Strips w ,/ Existing Gas <br /> P P 85 �. 85 � i Existing Water w M <br /> ill ? <br /> Mira-Drain 6000, or Equivalent , ; -�, w ti (Approximate) w Cn W IA <br /> Ceneterd Between Offset NOT-TO- SCALE / 4 Soil Nail (Elev. 81'-0") ; ` (Approximate)* 2 <br /> Nail Columns 80 5 80 d" <br /> „7/7\4 , Existin Fiber Optic r' <br /> : Building Wall �' (Approximate)* <br /> 1� �- N <br /> = 80 Soil Nail (Elev. 80'-0") \ , M <br /> 80 <br /> — 7.: <br /> x — X — X — X — x x 75 75 <br /> — — — — — \ <br /> = Soil Nail 75 75 <br /> x x x = j x x 70 70 <br /> — — _ Geoeomposite Drain Strip CROSS SECTIONB -� <br /> — - — -- — — — — C EIH Horizontal 0 5 10 <br /> o a <br /> Native Soil "11 L x — x — x x x x — �- I I I Vertical 1" = 5' Z <br /> A-A' Scale in Feet <br /> — _ CROSS SECTION C a- <br /> v 0 <br /> — _ = == �1 Drain Grate E, <br /> = ---- Horizontal 0 5 10 w <br /> _ = _ = - 2" Diameter Pipe Vertical 1" = 5' <br /> 2% (Connect to Permanent Drain) Scale in Feet , <br /> - <br /> ---- C: <br /> Bottom of Wall Z �� <br /> Weep Hole or _ A .o <br /> Conn <br /> ector Pipe \.` SECTIONAL VIEW <br /> T i ) D Shotcrete Facing OP —i I * Det <br /> GEOCOMPOSITE I i — OF DRAIN GRATE 110 I Contractor to field locate existing <br /> sewer main prior to construction. Nail 110 <br /> DRAIN STRIP DETAIL C I NOT-TO -SCALE I installation shall be adjusted as c <br /> N i- f <br /> necessary to avoid conflict. 4 ft. minimum L - <br /> NOT-TO -SCALE separation must be maintained between ' W c z <br /> C C' 105 nail element and sewer main. 105 f �' <br /> Geocomposhe Drain ; <br /> • <br /> Strip 110 el 110 <br /> .' , Alley <br /> 4000,0 <br /> 0 <br /> A.° <br /> 100 100 <br /> Soil Nail (Elev. 99'-0")—110-105 I 105 <br /> Vertical Element I a, Soil Nail Wall / <br /> 12" Diameter Shafts,4' O.C. I (4"Shotcrete) �, <br /> ISOMETERIC VIEW ii, (Fill with Lean Mix) ,� o c <br /> w 95 95 wLii <br /> a <br /> OF DRAIN GRATE isSoilN ; ._ ,. <br /> 100 100 z Nail (Elev. 93 0 ) Z <br /> I P. Building Wall `- O- co " <br /> NOT-TO -SCALE 4Al Approximate q ',f- Q o <br /> Existing Foundation W w <br /> 0 0° (Adjacent Property) w 9007 <br /> ' ' 90 w - Z <br /> Prefabricated DrainCa o <br /> i Soil Nail Wall <br /> 4 496 <br /> (4"Shotcrete) � <br /> I � 4„ Seat Cut-In Joi w 95 T. 95 w f` C. <br /> N�- ►• I 1 i Soil Nail (Elev. 87'-0") ---1 a <br /> Z Soil Nail (Elev. 93'-0") ,� , i Z o <br /> 44 0 ° 0- 20° 85 i` 85 0 <br /> Q c <br /> 05 <br /> WWR 4.0 x 4.0-W4.0 x W4.0 N Building Wall ---�► <br /> w w Note: Contractor To Field Adjust <br /> Shotcrete Reinforcement 2" Diameter W 90 i —90 W Angle Of Nail To Avoid Existing c Jo c m <br /> PVC Conn ector Pipe Sewer Main 4' minimum se aration 6" Diameter* ° °; <br /> Place at Center of Shotcrete0 ` P <br /> Soil Nail (Elev. 81'-0") Q4-- Existing �, z <br /> Sewer Main c a, <br /> Sheet Drain ► Soil Nail (Elev. 8T-0"') =1 8044 or /` (Approximate) 80 0 <br /> / 8"x8"x 1/2"A36 al a� <br /> (2)#4 Bar Wale 85 �` j <br /> Extending Horizontally <br /> TYWIDAG Wedge-Washers 85 rof. _i Soil Nail (Elev. 7T-0") ;� <br /> 04 O. <br /> r r- <br /> (As Necessary) N N N N <br /> Shotcrete '�• Soil Nail (Elev. 81'-0") c o` o 0 <br /> 75 75 N113 N <br /> 1� <br /> Wi680 80 0 <br /> Steel Bar-Grd.A60 <br /> \ : <br /> ii DYWIDAG Spherical CROSS SECTION D-D' .41 <br /> 01 Seat Nut o o Cl) 0 <br /> 75 Soil Nail (Elev. 75'-0") 0 75 m v ct or <br /> 5 10 Un <br /> — o <br /> Horizontal 0 <br /> Vertical 1" = 5' -� <br /> -- - (2) Each �in <br /> ► -� #5 Bar Vertical 2 5' ScaleJ Feet <br /> 8" N1in 104 Behind Steel Plate <br /> Nail Grout <br /> N \ Pri0 _ . <br /> Centralizer 7' O.C. N m <br /> /14 NAIL HEAD DETAIL 70 70 m a <br /> NOT-TO -SCALE CROSS SECTION C-C' !W A c 1 f <br /> Sheet Drain --► 7 <br /> ;�W .A. h, ,�'I Cf3 -C <br /> o o U <br /> Sheet No. <br /> Horizontal 0 5 —� in o r <br /> Vertical 1" = 5' <br /> i Scale in Feet <br /> . 3l ' _ • <br /> � <br /> ft�Clg/s► •. .4� <br /> F y ' N 4 <br />