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CONCRETE STRUCTURE <br />FILL ANNULUS W/ <br />NON —SHRINK GROUT <br />199 <br />NOTE: <br />STAINLESS STEEL BAND 4 ° Q INSTALL PER <br />MANUFACTURER'S <br />FLEXIBLE CONNECTOR a RECOMMENDATIONS <br />(E) SD <br />PIPE SIZE AND <br />MATERIAL PER <br />PLANS <br />PROVIDE f <br />REDUCER IF JOINING <br />DIFFERENT PIP <br />TYPICAL PIPE TO STRUCTURE CQNNECTQR ,� TYPICAL CONNECTION TO EX9STING PIPE <br />SCALE: N.T.S. M313, C546-1, 0546-26, C546-27, C546-28, C546-32yC545-30 SCALE: N.T.S. <br />I <br />SCALE: N.T,S, <br />24 MIN <br />EL. 347 B <br />0546-20, C546-21, C546-22 � C546-30 <br />OUTER WALL <br />d a <br />a <br />INNER WALL <br />a. <br />STILLING a a ° <br />PIPE (SEE PLAN FOR <br />BASIN WALL 4 a <br /><SIZE) <br />TERMINATE <br />WALL PENETRATION <br />FLUSH WITH STILLING <br />WALL <br />SEAL, SEE NOTES o <br />BASIN WALL <br />PENETRATION <br />N. a <br />SEAL, SEE <br />NOTES <br />CENTERLINE SLEEVE <br />(REF ELEVATION) <br />� <br />� a <br />STAINLESS STEEL a . <br />PIPE <br />HARDWARE CORE <br />DRILL WALL. COORDINATE <br />a LOCATION <br />WITH UTILITIES ALONG <br />®- <br />i <br />SUMP <br />WALL/VAULT. <br />SECTION THROUGH WALL <br />FACE OF <br />PENETRATION <br />NOTES: <br />1. WALL PENETRATION SEAL SHALL BE "S-316 LINK —SEAL" MODULAR SEAL, AS <br />MANUFACTURED BY GPT, OR ACCEPTED ALTERNATIVE <br />PRODUCT. PRIOR TO <br />PROCUREMENT, SUBMIT PRODUCT FOR REVIEW AND APPROVAL BY ENGINEER AND <br />BOEING. <br />0 <br />2. WALL PENETRATION SEAL SHALL NOT BE COMPRISED <br />OF ANY PCB CONTAINING <br />MATERIALS. <br />3. ALL HARDWARE SHALL BE COMPRISED OF 316 STAINLESS <br />STEEL. <br />a <br />ca <br />B <br />® <br />STILLING S I N <br />0 <br />PIPE PEIET T9 UET IL <br />0 <br />SCALE: NONE <br />C546—IC546-30 <br />e� a <br />SVM REMS(®N <br />BY APPROVED <br />DATE SVM <br />0 <br />-- <br />BOEING EVERETT SITE STORMWATER UPGRADE 25065486 <br />KJ <br />BEF <br />03.05.21 <br />Y <br />G9E <br />1� <br />HDPE LINER SYSTEM <br />SCALE: N.T.S. <br />4" TO 1 1 /2" <br />EXTRUDE <br />HDPE D CLASS � <br />�ERF FLOW SPREADER (TYP)) <br />NOTES: <br />1. PIPE SHALL DE PLACED SUCH <br />THAT PERFORATIONS ARE <br />ABOVE MEDIA SURAFCE. <br />2. PIPE SHALL DE SUPPORTED <br />20' OC. SEE DETAIL 7 FOR <br />PIPE ANCHOR. <br />FLOW SPREADER <br />t � i <br />1 6-30 r : <br />1 1 /2" (TYP.) <br />PIPE <br />3 8D <br />1 1 /2" <br />3/4" RADIUS <br />ROUND CORNERS <br />MIN <br />STEEL STRAPS, <br />BBC. <br />PIPE < 12" DIA., <br />DIM. = 1 /2" <br />PL. <br />PIPE > 12" DIA., <br />STEEL NUTS, BOLTS <br />DIM. = 1" <br />& LOCK WASHERS (TYP. <br />OF 2) <br />PL. B8B B8 <br />1/2" <br />(TYP.) <br />(AT MID —WIDTH) <br />DOUBLE NUTTED <br />30" MAX. <br />PL. "A" (TYP) <br />AT SLAB ONLY (TYP.) <br />1X9 <br />GROUT OR DRYPACK <br />FLOOR, WALL <br />3/4" MIN., 2" MAX. <br />OR CEILING <br />aH <br />(W <br />. <br />.4u4 °w <br />d, <br />ANCHOR BOLT (TYP) <br />a ' <br />1 /4 <br />( P) 1 /4 <br />ANCHOR <br />MEMBERS <br />PIPE SIZE <br />BOLTS <br />STRAP <br />NUMBER <br />SI1 r_ <br />BOLTS <br />B9 99 <br />PL. A <br />DD HD <br />PL. B <br />"Coo <br />PL. C <br />e <br />3/$ X 6eH <br />1/4➢ <br />3/ X 6" <br /><12®9 <br />2-5/Sng <br />D9 <br />1 <br />3/8" X 12- <br />3/SHB <br />3/8" X 12" <br />> 12"<20" <br />4-3/489 <br />iddC <br />1 3/8" <br />4-3/491®FLOOR <br />3/498 X 129D <br />1 /2HH <br />1 /29D X 1290 <br />>20BB <3099 <br />4-7/BD ®WALL <br />DB <br />1 5/8 <br />& CEILING <br />PIPE SUPPORT `.`L': n'IL <br />SCALE: N.T.S. <br />w1 ' CI <br />12" HDPE SD CLASS I TOP <br />HALF PERF FLOW SPREADER <br />PER DETAIL 3 HEREC <br />(TYP) <br />VORTEX 15" STEEL <br />R�NG SPIRAL <br />GROUND ANCHOR, OR <br />LIFTING LUG SEE NOTE —Z <br />PERFORATION, TYP OF 4 <br />NOT USED <br />C546-1, C546-2 C546-30 SCALE: N.T.S. <br />12" HDPE SD CLASS I TOP HALF <br />PERF FLOW SPREADER HEREON <br />(TYP) <br />NOTES: <br />1. SPIRAL ANCHOR SHALL WITHSTAND A MINIMUM <br />VORTEX 1 6" STEEL �jj� j / jj\ jj; PULL FORCE OF 425 LBs. <br />FOLDING RING SPIRAL Kjij jj 2. ANCHOR STRAPS SHALL BE INSTALLED TAUT <br />GROUND ANCHQEOOARL jj\\/\\ /\\% /\\j WITH NO SLACK <br />SECTION 30" MEDIA LAYER <br />ECOLOGY <br />BLOCK <br />ANCHOR <br />DETAIL <br />�o <br />SCALE: N.T.S. <br />C546-1, C546-26, C546-28 <br />C546-30 <br />pjpA1 K*%AL* w_JmK* 1 <br />T I� • i• 1 it �. <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />1" NYLON IST <br />ROE �, >� `M � A � <br />SPLIT COUPLING DEIAIL <br />SCALE: N.T.S. <br />C546-1, C546-30IJ C546-30 <br />i � •r`� 'Ii1' lip <br />7.7" <br />LCC546-30 <br />4815 CENTER STREET 0 TACOMA, WA. 98409 <br />PHONE: (253) 474-9449 I FAX: (253) 474-9449 <br />httpx://vuww.satts-hail-engi neers.e®mJ Kennedy/Jenks Consultants <br />Project No.: 168615 Project Mgr.: DCD 32001 32nd Avenue South Suite 100 <br />Federal Way, ` A 08001 <br />Ph 9r,1_Q1F,_AA�AdF� <br />