Laserfiche WebLink
Y <br /> PTN. OF NE 1/4 OF THE SE 1/4 SEC 6,TWP 22 N, RR W.M. INSTALL LOCKING FRAME AND p <br /> GRATE OR COVER. SEE COE m <br /> N STD. DET. 415 ON SHT. C5.00 <br /> cli ` \ - - - -- -- __ RIM=296t <br /> N --- --\----_\ <br /> 6" MIN. FREEBOARD a TYPE 2-54" us <br /> CATCH BASIN <br /> I - W <br /> w'd i i �� i I I OVERFLOW EL= 289.5 <br /> a05> C ti T E 2-48" Cn ----------- ---------- <br /> MAX. WATER SURFACE a 3 <br /> v J _ ' 2" VENT PIPE <br /> R =1296 ' L — — — — — — r� J w <br /> IE(6'W) -1 290100 i ,- 6-Z GROUT (TYP.) <br /> JE(J6'N)11= 284.001' <br /> 55 I 4" ELBOW, EL. 288.00 o a <br /> _ _ _ _ • <br /> _ ORIFICE DIA. 0.5625" cTr <br /> - ,'� SEPARATION (T .) / c = ��` 'INSTALL FOOTING SEE COE STD. PLAN 4" ELBOW, EL. 287.00 <br /> _ _ _�� — __- DRAIN ® 0.00% 416 ON SHT. C5.00 ORIFICE DIA. 0.75" <br /> 77' /' — — — �I c/) c/) PROVIDE CLEANOUTS SEE COE STD. PLAN <br /> _ (n U) AT CORNERS (TYP) 416 ON SHT. C5.00 <br /> DIAM!PIPE <br /> ' I _8" IE 284.00 r �\ <br /> —36" IE 284.00 �'�,Y <br /> CS01-U E 2-54" <br /> _ UP -g <br /> - ; RflO= 296f -- - Kn - a LIFT GATE ASSEMBLY AND <br /> --- ; 1E(8'E) = 284.00 I 18" RESTRICTOR ASSEMBLY PER GATE PER COE STD. <br /> ---- (n ' COE STD. PLAN 416 ON SHT. C5.00 <br /> IE(6"SE) = 289.50 I ' � � PLAN 416 ON SHT. C5.00 <br /> ---� __--- IE06'N) = 284.00 -------- - - ' <br /> WELD 12 GA. BOTTOM PLAT a <br /> WITH 0.61'0 ORIFICE, Z <br /> U) __--- , 39LF 8" PVC — — — — SHARP EDGE, SHOP z SECURE RESTRICTOR Z <br /> ----- 1 G 5=1.95% __ DRILLED IN PLATE <br /> -' _- ___ _ _ � �j INSTALL FLOW ASSEMBLY TO CATCH 3 <br /> ' c' CONTROL SCREEN BASIN PER COE STD. PLAN <br /> 415 ON SHT. C5.00 (TYP.) <br /> o <br /> --/ - � -- I ONG <br /> — � 1 a <br /> a ° <br /> — RIM = 290.00t--T a° x <br /> ti N <br /> IE(8'NW,SE) = 283.14 , , CONTROL STRUCTURE <br /> I I � IE(8"W) = � � <br /> 283.24 I I ,' <br /> W — — W- - � I �`� - - 'Jv - -- - TUTS 1- <br /> DETENTION TANK - PLAN VIEW W <br /> a a o <br /> CE <br /> 0 <br /> _ � o <br /> FINISHED GRADE NOTE <br /> THE DETENTION PIPE IS DESIGNED FOR HS-201HS-25 FINAL LIVE LOAD CONDITIONS AND w J ti <br /> FINISH GRADE OVER DETENTION PIPE ELEV. 292.50 MIN. FINISHED GRADE OVER THE DETENTION PIPE SHALL BE A MINIMUM OF 2'BENEATH THE Q <br /> REFER TO FINISH GRADE NOTE, THIS SHEET, FOR MIN. 36" ACCESS RISER PROPOSED FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT SECTION PER m w o <br /> COVER REQUIREMENTS UNDER DRIVEWAYS (TYP.) MANUFACTURERS RECOMMENDATIONS. U a <br /> REFER i0 MANUFACTURERS RECOMMENDATIONS FOR CONSTRUCTION LOADS DURING <br /> Q U <br /> INSTALLATION.ADDITIONAL TEMPORARY COVER MAY BE REQUIRED. <br /> —————————————————————————————————— <br /> --------------------------- CLIENT <br /> TOP OF DETENTION STEPHANIE AND <br /> 2' - 36" CMP @ 0.00% PIPE = 289.50 UNDERGROUND UTILITY NOTE_ CLIFF ACRE <br /> e MANIFOLD PER UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO 1300 ADMIRALTY WAY <br /> PLAN VIEW ETT,IN 9 <br /> GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE, AND EVERETT,WA 98204 <br /> MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE <br /> CROSSING,INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVA77ON <br /> 5.5' LIVE STORAGE FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. <br /> THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID <br /> ANDFACILARRANGEEFORNFIELDT�OCA110N OF EX STING FACILITIES BEFOR SHALL NOTIFY ONE CALL AT B-1-1 REACONSTRUCTION.OM) <br /> 6" PERFORATED <br /> TOP OF SEDIMENT STORAGE = 284.00 ___ ----- FOOTING DRAIN <br /> -------- ----------------------_---------- <br /> 0.5' DEAD STORAGE (TYP.) BOTTOM OF TANK - 283.50 <br /> IE=286.5 (TYP.) <br /> 55' <br /> BASE MAP <br /> SEE CONTROL STRUCTURE <br /> DETAIL THIS SHEET a DRAWING <br /> CONTROL STRUCTURE D 5 I 2D Kno Call bsb2IyW. <br /> C3.10 <br /> Call before you dig. SHEET 7 of 12 <br /> NTS <br />