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B:\washington\Everett\soundview\2drawings\EVSV_122G.dwg Sep 26, 2022 - 12:23pm <br /> NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br /> GEOTEXTILE GRAVEL LINED SWALE 5/8" MINUS CLEAN DRAIN <br /> FILTER FABRIC ROCK. 6" MIN <br /> z <br /> MIRAFI 140N" OR z SLOPS 18"Min. o <br /> o APPROVED EQUAL �Xts'(0 <br /> GRAVEL BACKIFILL a o ° " o ° o o 0 0 0 <br /> FOR DRAINS 1� $. °e " o, °�" a° O rr <br /> e o off^°,o " ° ""°o" d <br /> 00 o o =a <br /> 0 0"° oa o`"" o°"0" <br /> .0. <br /> FOOTING PER <br /> STRUCTURAL DRAWINGS "0 9 0,o" " " o <br /> o <br /> 4" PERFORATED PVC DRAIN o"'0"o0 0e�oQ <br /> PIPE WITH PERFORATIONS DOWN. "0 °,6" O <br /> 3" MIN. PROVIDE CLEANOUTS ®100' a8°° =o o` ° °o Structural <br /> MAXIMUM SPACING. °"o° ° o 0 0 0 0 <br /> O SOIL NAIL/ROCKERY WALL o "o " FIII <br /> (SEE PLAN FOR DETAIL) oho="�O" "°ve 6 <br /> 18" MIN. `°o"°,�Oo <br /> NOTE: <br /> THE FOOTING DRAIN SHALL DISCHARGE DISCHARGE PIPE °""o 00 0 °o o° <br /> TO AN APPROVED DRAIN SYSTEM. VRIP RAP PAD _ a o _�" p <br /> IIIIIIIII= °ems Z <br /> o e o o " <br /> FOUNDATION DRAINAGE m <br /> o � o <br /> NTS o MEPerforated Pipe T <br /> o <br /> GRAVEL LINED SWALE 2 RIP RAP PAD NOTES: (Surround InDalin Rock) <br /> NTS <br /> • Free Draining Backfill should consist <br /> of soil having less than 5 percent fines. <br /> Percent passing#4 should be 25 to <br /> 75 percent. <br /> MINIMUM 12'OF BURY SCHEMATIC ONLY-NOT TO SCALE <br /> BEFORE DAYLIGHT 'Q <br /> • Sheet Drain may be feasible in lieu NOTA CONSTRUCTION DRAWING <br /> vyrr <br /> of Free Draining Bac ,per ESNW kfill <br /> SEE PLAN VIEW FOR PIPE 2"HDPE PERF.PIPE recommendations. m <br /> SLOPE INFORMATION (HOLES DOWN) • Drain Pipe should consist of perforated, ♦7 <br /> 12"HDPE PIPE PIPE ANCHORS @ 10'O.C. rigid PVC Pipe surrounded with 1" <br /> SEE DETAIL THIS SHEET Drain Rock. <br /> MARAFI 140N REND MATTRESS(PER LEGEND: <br /> FLANGE ADAPTER ) q OR APPROVED RENO M 12"DEPTH <br /> JOINT TO BE EQUAL 4"-6"RIP RAP °�o ° <br /> BUTT FUSED Solutions <br /> 0 op"o Free Draining Structural Backfll . <br /> PIPE SADDLE 1�75'RESIDENTIAL BUFFER 1LL7 <br /> HDPE PIPE HOT Ll 2.5'GABION BASKET(TYP) 1 inch Drain Rock RETAINING WALL DRAINAGE DETAIL 'Q� �v <br /> 8'x 3/4'THREADED ROD Soundview Business Center RQ <br /> NON-SHRINK GROUT 20, Everett,Washington <br /> 2.5'x2.5'x5' <br /> SUBFILL DRAIN D-n. OILS Date 06/10/2016 Pro1'.No. 4011.03 <br /> INSIDE OF—'--- <br /> F 5'MIN.RIP RAP BETWEEM ateTt <br /> MANHOLE WALL s'MIN. (SEE NOTE RENO MATTRESS AND 9°F RNC15TEt<4��^v <br /> BELOW) SUBFILL DRAIN Checked BJP Data June 2016 Plate 6 �'SSIONAL �x .23,22 <br /> HDPE MANHOLE PENETRATION DETAIL PIPE ANCHOR DETAIL <br /> NTS NTS RETAINING WALL E DRAINAGE� _ <br /> Jy� M J o m <br /> NTS ,^` > <br /> ABION BASKET WALL 0 U a d <br /> x <br /> ¢ N <br /> N F Y 7 C <br /> 12"WELDED END CAP V) <br /> —� (TYP.) —RENO MATTRESS(PER <br /> / 1 FLANGE ADAPTER GEOTECH)12"DEPTH <br /> W/BLIND FLANGE 4"-6"RIP RAP <br /> BOLTED TOGETHER _ <br /> 30' "-12"RIPRAP <br /> 12"WELDED END CAP(TYP.) 6"-12"RIPRAP 12"HDPE PERF.PIPE 12"HDPE PERF.PIPE t rn <br /> FLANGE ADAPTER PERFORATED 12"O.C. <br /> 4 (PARALLEL TO SLOPE) PERFORATED 12"O.C. FIRE HYDRANT 3 <br /> w BLIND FLANGE ASSEMBLY PER C.O.E. y a <br /> / 12"x12"TEE (PARALLEL TO SLOPE) STANDARD DWG N0. TRAFFIC SAFETY <br /> BOLTED TOGETHER 22.5'HDPE BEND(TYP.) 507 AND 508 FEATURE BREAK-OFF a <br /> T 2"HDPE PERF.PIPE(TYP.) 12"FLANGE ADAPTERS DINTS TO BE BUTT-FUSED 2"HDPE <br /> FLANGE, BREAK OFF 'm a <br /> 12"FLANGE ADAPTERS BOLTED 12"xl2"TEE PERFORATED 12"O.C. <br /> (TYP.)TOGETHER FOR FUTURE (TYP.) <br /> LFOR FUTURE A NUTS AND BOLTS <br /> i— _ GROUND SPOT <br /> MAINTENANCE / �1 12"HDPE MAINTENANCE 90' <br /> / 1"4 HOLES FACING / /yam\ ELEVATION PER <br /> 2"-4" ABOVE GROUND LEVEL <br /> PLAN VIEW CIVIL PLANS J <br /> DOWN®12"Q.C. Q <br /> N 1"4 HOLES FACING <br /> 90' DOWN®12"O.C. W I <br /> c� NOT. THE FINAL DETERMINATION FOR SUB-FILL DRAIN DESIGN AND CONFIGURATION Q <br /> N MUST BE BASED UPON FIELD CONDITIONS OBSERVED BY A GEOTECHNICAL ENGINEER. Z W <br /> OUTFALL A DETAIL ��� OUTFALL B AND C DETAIL � FIRE HYDRANT SETTING ��� LU � o Q <br /> in NTS / NTS CJ NTS W j Z Z <br /> Q DO <br /> N LU tr <br /> O <br /> O � <br /> �I <br /> 0 W <br /> rn to W Z <br /> o m W Q <br /> N 0 <br /> z <br /> 3 L_ <br /> Q <br /> o Q <br /> I/,III <br /> O I I <br /> 0 <br /> C-2.13 <br /> Know what's below. <br /> °' Call before you di <br />