Laserfiche WebLink
Otak <br /> SOLID 24" DIAM PAVEMENT RESTORATION SEE SHEET C3.01 <br /> ii► <br /> 1'-8' VANED GRATE FRAME AND GRATE WITHOUT PATCH WITH PAVEMENT PATCH YPICAL TRENCH TYPICAL TRENCH AND C3.02 <br /> _____ _ _ TOPSOIL AND PLANTING AREA PREP PER <br /> 3'-0" (TYPE 1L) LANDSCAPE SHEETS Otak Architects,Inc. <br /> ( ) i SAWCUT 808 SW Third Avenue,Suite 300 <br /> 2'-6" TYPE 1 \�� <br /> Portland,OR 97204 <br /> EXIST.• GRADE main 503.287.6825 <br /> 13" VANED GRATE /i \\ SEE CHO ED2H 12" www.otak.com <br /> , EXIST. CEMENT CONCRETE PAVEMENT <br /> w :VGj� <br /> • —1' <br /> 1 _ 1'V?Y?p7f.�y� _..... • , �� of' C <br /> o 1 ci r GRAVEL BORROW PER � � 2 g. aA' ,it'! <br /> �� I �� WSDOT STD SPEC. � ?yj� Y-, ' <br /> ��° `" \\ � 9-03.74(1) COMPACTED TO `Ij %j✓ •,"..1 <br /> 95% MAXIMUM DENSITY, IN Q <br /> �!�'=� CB TYPE 2 " �;swa•° <br /> X Y 6" MAX. �✓!C r/'v' NOTES: ° <br /> L 0 I.D. O.D. { :°'•/,. i22 <br /> 6" MIN. 1. ALL DENSITIES SHALL BE AS <br /> 1 48" 56" 11" 12" DETERMINED BY MODIFIED PROCTOR <br /> F� o \ - 54" 63" 14" 15" - (ASTM D1557) <br /> o I 13"t X 60" 70" 18" 18" Y PIPE ZONE BEDDING O'D' STAMP <br /> PER WSDOT STD 2. TRENCH WIDTH IN PAVED <br /> 72" 84" 24" 24" SPEC. 9-03.12(3) ////// ROADWAYS ARE NOT TO EXCEED <br /> TYPE 1 & TYPE 1L 84" 100" 30" 30" KEY 6'-0". IF CONDTT ONS REQUIRE A W=40" FOR 15"DIAM. PIPE&SMALLER <br /> NOTES: 96" 112" 37" 37" 4" MIN. WIDER TRENCH, A SPECIAL DESIGN W=1_1/2 x PIPE DIAM. + 18" FOR PIPE <br /> 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 6/ CENTER OF GRATE MUST BE SUBMITTED AND LARGER THAN 15"DIA. <br /> 1L STRUCTURES ONLY. 120" 140" 49" 49" <br /> APPROVED BY THE ENGINEER. <br /> 2. SPECIFIED NORTHING AND EASTING OR STATION AND OFFSET REFERENCE 144" 168" 61" 61" — CENTER OF STRUCTURE <br /> CENTER OF STRUCTURE FOR ALL DRAINAGE FACILT IES, UNLESS NOTED TYPE 2 - W <br /> OTHERWISE. <br /> 3. RIM ELEVATION AND STATION/OFFSET OR NORTHING/EASTING <br /> REFERENCES ARE TO CENTER OF STRUCTURE. <br /> CONSULTANT <br /> TYPICAL STRUCTURE PLACEMENT TYPICAL TRENCH DETAIL Cl) <br /> NOT TO SCALE NOT TO SCALE Z <br /> Cw <br /> G <br /> W <br /> DER <br /> B TYPE 2 54 IN. DIAM O <br /> .`- PER COE STD DETAIL 405Ce <br /> 12"DIAM. CL <br /> SD PIPE '^ <br /> V <br /> ....- Ell <br /> GI OUTLET II-4111r. C Q <br /> • <br /> CO <br /> • 12" DIAM. FLOW <br /> RESTRICTOR ZZ_ <br /> C <br /> PLAN Q o <br /> 'OUND SOLID LOCKING LID UJ <br /> PER COE STD DETAIL 611 C/� <br /> W o J <br /> RIM I/ Q Q <br /> U O I— <br /> A�! OPEN TOP OF RISER N W <br /> I-111 ELEV.=435.917 O Q <br /> "' 6" MIN <br /> o mil® 'ECTANGULAR NOTCH, Q F- z <br /> E CB STD DETAIL 405 I O W Q <br /> COE BOTTOM ELEV.=435.767' <br /> z WIDTH=0.085' Wc O <br /> o G r W a <br /> 18"DIAM. ALUMINUM <br /> CMP FLOW I <br /> � RESTRICTOR TAIL PER TITLE <br /> COE DETAIL 415 <br /> 8 STEPS LIFT GATE H DATE DESCRIPTION <br /> It <br /> �.,� PER COE STD. 6123I2021 PERMIT <br /> DETAIL 416 1121/2022 BID ISSUE <br /> 0 <br /> o i i li. <br /> 1 1 OUTLET <br /> INLET , , <br /> o <br /> ti I <br /> m ii <br /> 12"DIAM. SD INLET 2" DIAM. SD OUTLET REVISEDNS <br /> IE=432.55' IE=432.55' <br /> MS.BS,AL EH MDC <br /> DRAWN BY CHECK BY <br /> a <br /> Y STEPS 2.0' BID <br /> _ 'ESTRICTOR PLATE ORIFICE STATUS <br /> DIAM.=0.72 IN <br /> ai <br /> ELEV=430.55' 1/21/2022 <br /> a DATE <br /> a ��� a NOTES:CONTROL STRUCTURE SHALL MEET THE REQUIREMENTS OF 32880J <br /> 181 SECTION C THE CITY OF EVERETT STANDARD DETAILS. PROJECT NUMBER <br /> N �° CATCH BASIN TYPE 2-54" DIAM. WITH FLOW RESTRICTOR - CB-2470 04.05 <br /> NOT TO SCALE <br /> Know what's below. <br /> ©^02 drawing OT is n za•x as•.it has been <br /> not K,INC. <br /> II <br /> o ii <br /> Call before you dig. reduced/enlarged.Scale accordingly. <br /> a <br />