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I <br /> • i <br /> 12 I 2-022 <br /> . NORTHEAST OUTFACE <br /> IE=336± <br /> i , <br /> SEE OUTFALL DETAIL <br /> THIS SHEET ` <br /> • <br /> t - I - SDMH TYPE it 48" — — — — <br /> I <br /> k RIM'=350:55 <br /> r �- -- -`� 8 0 E=338.0 <br /> 0 <br /> NORTHWEST OUTFALL <br /> �w� <br /> 75'RESIDENTIAL BUFF€R IE 305.50t - o= 12"CPEP 00.2.0%SEE <br /> ' - SEE OUTFALL DETAIL EROSION-CONTROL PLANS <br /> -THIS SHEET <br /> D-1.2 AND D-1.3 FOR <br /> PROPERTY LINE.-- DESIGN 27 LF 12"HDPE q <br /> , INFOR ' , (TYP) ®7.41% •:;. - 10 M1..�59DTH SUBFILL <br /> , : r EX.SILT FENCE \� a Waw �� DETAILSHEET- ter::- DRAIN SEE OUTFALI, <br /> �r°h / ��.�..�� THIS S s �„P\ r jHE . <br /> ` LIMITS OF DISTURBANCE PROPOSED SEE PLAN VIEW FOR PIPE 2"HDPE PERF.PIPE ` �� «. ,� <br /> �_ - - (TYP) - _ PROPERTY LINE SLOPE INFORMATION (HOLES DOWN) \ :° ' -FOR STORA� <br /> per- -"� �`asy� s ® `, -�� =�� - ANCHORS®10'O.C. DRAINAGE SEE ` <br /> �'as-modes- -P —� _3�� - -� -� SEE DETAIL THIS SHEET OS.\ SHEET C-2.0(`TYP) <br /> ' . . �_ �_ , £\ear <br /> ^"� 330 - - - --- MARAFI 140N RENO MATTRESS(PER :-- . .. ,4%, _ <br /> ,-J OR APPROVED `r, GEOTECH)12"DEPTH • - ® ® b. ,\\ <br /> �! �40 EQUAL 4"-6"RIP AP _0 ., - _` P ____ 7.r=T5$ ' <br /> R <br /> ".� .. ---- - — .>a 75'RESIDENTIAL BUFFERCV&• <br /> �.�it ... 30`�.�',' <br /> v•� 157-CF 12"HDPEtot <br /> .. ._._ _ =" <br /> :�.. 1S=38%± ._.._. __. .. 2.5'CABION BASKET(TYP) �. � ` 's <br /> 0— 75' <br /> .. . .._ 2.5'x2.5'x5' - SI L- <br /> Ill <br /> ��••� /SDMH TYPE II 48" / SUBFlLL DRAIN - e <br /> /J 5'MIN.RIP RAP BETWEEM „ .BUFFER. �, <br /> 7�; RIM=342,24 (SEE NOTE REND MATTRESS AND <br /> •'` E=327.30 I BELOW) SUBFlLL DRAIN ` ' a <br /> 10'MIN.WIDTH SUBFILL �� SEE HOPE MANHOLE PENETRATION DETAIL _ <br /> DRAIN.SEE OUTFALL THIS SHEET \ MITS <br /> ' SILT FENCE INSTALLED PER PHASE i OF DISTURBAN \` <br /> SECTION A-A <br /> SDMH TYPE II,48" - D-1.3 FOR TESC DESIGN INFORMATION 1 EROSION CONTROL.SEE EESL PLANS SDMH TYPE II,54" o <br /> CONTROL STRUCTURE (TYP) - NA. EXISTING CLEARING LIMITS D� i ANp p-lt:(TYP} `�" CONTROL STRUCTURE. T <br /> SEE EROSION CONTROL PLANS D-1:2 FO" I /--\ /` \\` SEE EROSION CONTROL PLANS <br /> DESIGNINFORMATIONEROSION <br /> CONTOL t� / K/1///jJ�/ 1 z `D-1.2 FOR DESIGN <br /> o INFORMATION(TYP) <br /> t <br /> ABION BASKET WALL �____ _ <br /> a <br /> NORTHWEST OUTFALL - 5I NORTHEAST OUTFALL <br /> 12"WELDED END CAP ��/�t����t■I�ttt■ttt■t��t.'fi�■ <br /> (TYP.) 5 'T RENO MATTRESS(PER <br /> FLANGE ADAPTER GEOTECH)12"DEPTH <br /> W/BLIND FLANGE Y 4"-6°RIP RAP <br /> BOLTED TOGETHER <br /> I <br /> MINIMUM 12'OF BURY 12"HDPE PERF.PIPE '/®$�r�� <br /> BEFORE DAYLIGHT PERFORATED 12"O.C. •�i 12"HDPE PERF.PIPE PIPE SADDLE <br /> (PARALLEL TO SLOPE) �� PERFORATED 12°O.C. <br /> 12"x12"TEE (PARALLEL TO SLOPE) HDPE PIPE fNUT <br /> I <br /> 111611106. 8"HDPE PIPE 22.5'HDPE BEND(TYP.) 8'x 3/4"THREADED ROD <br /> 12"FLANGE ADAPTERS JOINTS TO BE BUTT-FUSED 12"HDPE <br /> (TYP.)BOLTED I� <br /> TOGETHER FOR FUTURE _ <br /> S) <br /> FLANGE ADAPTER iipir ' <br /> JOINT TO BE MAINTENANCE \ 90' <br /> Burr FUSED ` //' 1 PLAN VIEW <br /> I <br /> IF N_// 6 MIN. <br /> 1"0 HOLES FACING <br /> NON-SHRINK GROUT DOWN®12"O.C. <br /> NOTE: THE FINAL DETERMINATION FOR SUB-FILL. DRAIN DESIGN AND CONFIGURATION <br /> II <br /> I INSIDE OF <br /> MANHOLE WALL NORTHEAST AND NORT MUST BE RASED UPON FIELD CONDITONS OBHW SERVED BY ST A GEOTECHNICAL ENGINEER. <br /> E OUTFALL DETAIL PIPEANCHOR DETAIL CALL 48 HOURS <br /> oBEFORE YOU DIG I <br /> N.T.S N.T.S. 1-800-424-5555 <br /> HDPE MANHOLE PENETRATION DETAIL GRAPHIC SCALE <br /> a ce N.T.S. 30 60 <br /> w 19 m J `� <br /> z <br /> IN FEET) <br /> 1 inch=30 !G <br /> }. N_«.r. ?.:..s..r�eY..,it.eiaws�,'i=. 3 ..r 1 > .Mr-�:e:�,a......fi,.H� .4..�._s... L:.r. .` e...._It..... .3...•.+. .,.,,_. ._��,.�R�w.v..= a .. :f `=. <br /> No. Date By Revision Description Deat3ned By' •Ieeue Date' �0 R BJK yy <br /> I <br /> m 02/14/O6 PACLAND ISSUE FOR REVIEW STp oe�, �� ,, <br /> 2 7 11 O6 PACLAND RESUBMITTAL DrewnBy 02/14/06 aq C32-1 INTERAIR <br /> E 8/15/06 PACLAND ISSUE FOR PERMIT JKG PERMIT np \ I COMMERCE CENTER NORTHWEST OUTFALL D-1.5 <br /> c EVERETT, WASHINGTON NORTHEAST OUTFACE <br /> Ctredced.By. Project No; 'ox.AearsTea�°�,��`' <br /> 3 TONAL¢' 11235 SE 611 St. T 4 4539501 <br /> I PJM 2005024.003 Suite 220 F(425)453 8208 <br /> I exeins rz 2s/ I Selma WA 98004 WxW.PK1.wo mM <br />