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5900 36TH AVE W 2025-07-29
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5900 36TH AVE W 2025-07-29
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Last modified
7/29/2025 1:29:27 PM
Creation date
7/29/2025 1:22:50 PM
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Address Document
Street Name
36TH AVE W
Street Number
5900
Notes
TESC, GRADING, ROADWAY & UTILITY PERMIT APPLICAITON
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1 30' <br /> I 25 MINIMUM 12'OF BURY <br /> 12"WELDED END CAP(TYP.) 6"-12"RIPRAP BEFORE DAYUGHT <br /> FLANGE ADAPTER III U�®I 4' <br /> W/BLIND FLANGE I <br /> BOLTED TOGETHER0 <br /> 8"HDPE PIPE <br /> 12"FLANGE ADAPTERS BOLTED <br /> (TYP.)TOGETHER FOR FUTURE 12"HDPE PERF.PIPE(TYP.) <br /> 8"x12"TEE PERFORATED 12"O.C. ItibLMAINTENANCE , '//'` FLANGE ADAPTER <br /> x 8"HDPE JOINT TO BE /1111112 <br /> BUTT FUSED <br /> I <br /> kir <br /> WEST OUTFALL DETAIL \...90• NON-SHRINK GROUT <br /> N.T.S. <br /> U <br /> INSIDE OF <br /> 1"0 HOLES FACING MANHOLE WALLDOWN®12"O.C. <br /> i <br /> • <br /> HDPE MANHOLE PENETRATION DETAIL <br /> N.T.S. <br /> I . <br /> - - <br /> I • <br /> PIPE SADDLE <br /> ••\ f NUT <br /> O HDPE PIPE motif 8'x 3/4" THREADED ROD <br /> •, <br /> K\N\ <br /> o ``=_ \ 6'MIN. <br /> " . �� <br /> \t PIPE ANCHOR DETAIL <br /> • ESTIMATED LENGTH 350±LE ` � N.T.S. <br /> ' FINAL LENGTH TO BE FIELD. I \�� <br /> DETERMINED <br /> SOUR TYPE II,48" ` �- <br /> RIM- 342.25 ` <br /> I <br /> t` <br /> SEE HDPE MANHOLE •ir. NOTE: <br /> IE 323.47 <br /> PENETRATION DETAIL THIS SHEET I �` <br /> _ 1. COORDINATE W/BNSF FOR ALL WORK WITHIN BNSF PROPERTY. BNSF <br /> TRACKING#06-30104. COORDINATE WITH OWNER FOR PERMIT CONDITIONS. <br /> • <br /> FOR STORM DRAINAGE,SEE <br /> MASS GRADING SHEET C-2.0 <br /> EXISTING AND C-2.1 (TYP) <br /> JAPANESE GULCH <br /> PIPE ANCHORS I <br /> ®100'O.C. MIN. TYP SDMH'TYPE II 48" <br /> (TYP) /� RIM=343.02 <br /> z SEE DETAIL THIS SHEET I IE=333.12 <br /> T <br /> o WEST OUTFALL <br /> - /�G CALL 48 HOURS <br /> IE =FIELD DETERMINE ��\V BEFORE YOU DIG <br /> I <br /> i o SEE DETAIL THIS SHEET <br /> g0 SILT FENCE INSTALLED PER <br /> o r' PHASE 1 EROSION CONTROL. SEE 1-800-424-5555 <br /> "z TESC PLANS 0-1 AND Dli. <br /> o .,' - r <br /> (TYP) <br /> GRAPHIC SCALE <br /> CY a EXISTING <br /> zi <br /> I <br /> ,- 24"CULVERT1 <br /> i <br /> (IN FEET) <br /> O <br /> Z I <br /> 1 inch= 80 IL <br /> in <br /> No. Date By Revision Description Designed By: Issue Date, �i'lee'eY4 <br /> I <br /> a 02/14/06 PACLAND ISSUE FOR REVIEW SIP .`'°P ��N y2 <br /> 2 7/il/O6 PACLAND RESUBMITTAL Drawn By 02/14/06 a^` c' L C32-1 INTERAIR <br /> 8/15/06 PACLAND ISSUE FOR PERMIT JRG PERMIT „ o� ? sue , , COMMERCE CENTER WEST OUTFALL PLAN D-1.6 <br /> r. 'zdorsteee° C'Checked By Project No., o <br /> e'sroxu.g.`�?Q' 11235 SE 6th St T(425)453.9501 EVERETT, WASHINGTON <br /> I 3 PJM 2005024.003 Sucre 220 F(425)453-8208 <br /> I news]z zs/ IBellevue,WA 98004 xwwAocLuo.mM <br />
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