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w <br />w <br />�a <br />�I <br />z <br />w <br />0 <br />k2 <br />0- <br />CIA <br />CD <br />CD <br />CD <br />C) <br />C) <br />q) <br />D <br />E <br />P� <br />w <br />C) <br />C) <br />9 <br />w <br />z <br />LLJ <br />z <br />LLJ <br />Uj <br />w <br />V_ <br />0 <br />0 <br />0- <br />990 STEEL PILE <br />CRANEAIL <br />SCALE: 199 = 19®099 <br />'ILE CUT OFF ELEV VARIES, <br />-OR EMBEDMENT, SEE <br />56.1 56,1 <br />24"0 x 1 /299 <br />PIPE PILE <br />PILE TIP ELEV VARIES <br />(SEE PILE SCHEDULE) <br />,���vL_ L..' <br />END PILE <br />DRIVING ATTACHMENT, <br />SEE NOTE 1 <br />AND 24 99 STEEL <br />ELEVATION <br />1601 5th Avenue, <br />Seattle, <br />382-0600 Fax <br />PROJECT NO. 1600120 <br />18 <br />99 0 PILE <br />SCALE. 199 _ 19_099 <br />I <br />WIN <br />CLOSER <br />DRIVING <br />SEE NC <br />I mm"I WIN <br />DIRAL ONTO NOTES <br />`T TOP AND 1. THE PIPE PILE SHALL BE EQUIPPED W/ CLOSED END PILE DRIVING ATTACHMENT DESIGNED. BY THE <br />SEE CONTRACTOR. SEE SPECIFICATIONS <br />56.1 S6.2 2 THE CONTRACTOR SHALL VERIFY THE DESIGN TIP ELEV FOR THE PILES IN THE FIELD BASED ON REQUIRED <br />PILE DESIGN LOAD, MIN TIP ELEVATION REQUIREMENTS, AND INSTALLATION CRITERIA. THE CONTRACTOR SHALL <br />DRIVE PILES TO THE MINIMUM TIP ELEVATION OF -75 FT AND TO THE REQUIRED GEOTECHNICAL CAPACITY. <br />SEE SPECIFICATIONS. <br />3. PILE SPLICES ARE NOT PERMITTED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. <br />4. PILE CUT ---OFF ELEVATION IS BASED ON SOFFIT ELEVATIONS OF CRANE BEAMS AND PILE CAPS, WHICH VARY. <br />FOR PILE CAPS SEE , AND FOR CRANE <br />56.1 S7.1 <br />BEAMS SEE S10 AND S11 SERIES SHEETS. CONTRACTOR SHALL FIELD VERIFY SOFFIT ELEVATIONS PRIOR TO <br />PILE CUT-OFF. <br />5. REQUIRED GEOTECHNICAL CAPACITY IS THE MINIMUM REQUIRED ULTIMATE PILE CAPACITY AND IS EQUAL TO j <br />T THE ULTIMATE DEMAND ON PILE AND INCLUDES A FACTOR OF SAFETY OF 2.0 FOR COMPRESSION AND 3.0 <br />FOR TENSION. <br />6. UP TO 199 OF SHEAR RING MAY BE REMOVED TO FACILITATE INSTALLATION. <br />P PILE SCHEDULE <br />PILE DESIGN TIP REQUIRED <br />GEOTECHNICAL COATED <br />PILE STEEL PIPE ELEVATION (F) CAPACITY LENGTH CONNECTION CONNECTION <br />LOCATION PILE SIZE DENT NUMBERS (SEE NOTES (KIPS) (SEE (FT) DOWEL BARS SPIRAL <br />2 AND 4) <br />NOTE 5) <br />18"0 x 1 /2" 0.5 9.5 -85 530 95 (6) #9 #3 @ 399 <br />99 <br />17- <br />WALLUj 10.5 v 34.5 -95 11 OD <br />24990 x 1 /29H 0.25 9.75 -�5 10 9 #3 @ 399 <br />9 <br />WALL 10.25 ® 34.75 _95 840 90 ( ) 1 - 5i9 OD <br />u 1 8'90 x 1 /29' 0.5 9.5 -85 -7#3 9@ 399 <br />5,30 85 (6) ! 11 OD <br />WALL 10.5 - 27.5 -95 <br />0 0- <br />0 0 1 8990 x 1 /2Y9 O,5 9.5 -85 530 5 (6) 9 #3 99@ 3 <br />WALL 10.5 - 27.5 -95 11 OD <br />0 <br />ry 1 x 1 / 2 0.5 -P 9.5 -85 3@ 399 <br />39 99 <br />610 70 (6) # 99 <br />0 z WALL 10.5 a- 27.5 --95 11 OD <br />LO 0 <br />OE 1 d"0 x 1 /2'9 0.5 9,5 - ��� 610 60 (6) #3 9@ 399 <br />0 WALL 10.5 - 27.5 -95 11 OD <br />0. 5 -- 9.5 �--- 85 <br />< 24"0 x 1 /289 1320 55 (10) 9 r 3 3P9 <br />WALL 10.5 - 27.5 -95 1'-5" <br />OD <br />24 s x 1 /299 0.5 -� 9.5---85�>9 <br />99 <br />_ 1320 45 (10) <br />� <br />WALL 10.5 27.5 -9595 1' <br />m59) OD <br />24"0 x 1 /29) 0.25 - 9.75 -85 1320 40 (10) 93 399 <br />WALL1 O,25 --� 34.75 -951'-5" OD <br />ar <br />TYPICAL PILE TO PILE CAP CONNECTION <br />S6 1[�,6.1 SCALE: 1 1/2" ® 1 i0099 <br />OA 12/08/17 SK ISSUED FOR BID AND PERMIT. <br />NO. DATE I BY REVISION I NO. I DATE I BY <br />REVISION <br />JOUS SHEAR RING <br />DOWEL BARS HRC <br />T-HEADED BARS OR <br />APPROVED EQ (SEE <br />PILE SCHEDULE) <br />CONC INFILL <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />A <br />CIP NO. <br />1 -8 -001 --06 <br />PROJECT <br />No, MT- T-2017-1 1 <br />SHEET NO. 72 OF 176 <br />