Loading...
HomeMy WebLinkAboutTED4003243.7z0 w z � x Q U N S m o a N � z z 93 425 420 415 K 405 395 390 370 A A A p Er a o_ n a w Q I* 0+00 CATCH BASIN #1 (TYPE 2-54") LOCATE AS SHOWN WITH FLOW RESTRICTOR RIM EL: 430.0 I E: 423:6--(12", W) 433. 3 2, IE: 4-23�--(12",E) A-Z3.3S WITH SOLID, LOCKING LID SEE DETAIL SHT. ra, 19 3 \ ,_ -- - — --4-`SL? — — -- P - MIN. 1% _ \ PROFILE 0 DRAINAOPE EASEMENT C TCH BASIN_ 2 TYPE 2-48" LOCATE AS SHOWN \ - a P-E--A 146'- 2" HDPE "DRISCOPIPE" -- - --- -1 GRCbWD. rml FTC7t1 a3' — I I � � GABION OU FALL STRUCTURE (SEE — - ANCHOR— ` - DETAIL SHT 6 _PIP 0 0' 0. C. BE-FT Ei5) I __ LZ o u TL f1T \ 6Fi '. 37ft. lab 0+00 0+50 1 +00 1 +50 PROFILE —DRISCOPIPE 0 UTFALL SCALE. • HORIZ.• 1" — 20' VER T.' 1 " = 5' Steep Slope Sensitive Area Help protect and care for this area Please contact King County at 296-6660 with questions or concert. SPECIFICA TIONS.- SIZE.• 9-1/2" x 1 B" MATERIAL: GRADE "B" OR BETTER EXTERIOR PLYWOOD OR PLASTIC INS TALLA7ION: SECURE TO FENCE POST IF AVAILABLE, OTHERWISE INSTALL ON PRESSURE TREATED POST, INSTALLED 4' ABOVE & 2' BELOW GROUND o�'A STEEP SLOPES SIGN 'ST�°G\� oNAL EN NOT TO .SCALE �V o EXPIRES: 3 1 /2006 z 2+ 00 430 425 420 41- 5 ,R 405 40C. 390 385 370 RECOMMENDED FOR APPROVAL BY. DATE.• 5 Ds T � BY. DATE: BY' DATE• BY. DATE• L Y -`7 4 LF 15" PVC SLEEVE CLAMPED SECURELY AGAINST r2.' GROUND BUT ALLOWING ORISCOP/pE DRISCOPIPE TO SLIDE FREELY. 12" DRISCOPIPE • i1 e • •. . ° ��\ \ • °• d • ° • A .•' - ° 4 ° ° :. • •O .• • • ° d • 2 MIN. Y j CONCRETE FOOTING EXCAVATED INTO NATIVE SOIL 1" MIN. DIAM. STEEL ROD (STRAP) CLAMPED SECURELY TO 15" SLEEVE ol 12" RISCOPIP IN 15' SLEEVE, A... °a JAA . d" • l l 2' SECTION Y—Y DRISCOPIPE ANCHORS N.T.S. NOTE: DRISCOPIPE ANCHORS TO BE FIELD LOCATED TO AVOID DISTURBING EXISTING TREES AND SIGNIFICANT VEGETATION. RIPRAP OUTFALL PAD 4"-8" QUARRY SPALLS 1' THICK PLACE FOR 5' EACH SIDE OF GABIONS DRISCOPIPE OUTS=ALL DETAIL SECTION B—B N.r.s. STEEP SLOPE FENCE DETAIL. NOT TO SCALE REVISION ' "x4" POST (CEDAR) "x6" RAILS (CEDAR) BY I APPR. I DATE p� F 1 �t�D Sty R►/ E� � °it�15 LUA 04-119 ENGINEER: JA EGER EN G/NEERI N G 9419 South 204 th Place Ken t, WA. 98031 Phone No. (253) 850— 0934 Fax No. (253) 850— 0155 EXISTING DRAINAGE CENTERLINE R-32y3/� CITY OF Fitt EN'I'ON DEPARTMENT OF PUBLIC WORKS DRAINAGE & ROAD DETAILS SUNSET CREST SHORT PLAT DESIGNED: JJJ DATE: 2/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: SEE DETAIL FIELD BOOK: PAGE: APPROVED: SHEET: 10 OF: 12 DIRECTOR OF PUBLIC WORKS Cz. -,;�p-324c3cor7 60MIC MAY 112006 SCANNED OCT 2 8 2005