Laserfiche WebLink
Gi <br /> MITHUN <br /> N <br /> CI CLEANOUT RING AND COVER ASPHALT CONIC SEATTLE I PW 56.1201 Ala$W Way.#200 <br /> a PAVEMENT OR GROUND <br /> S.a&,WA 98101 1206.6213W <br /> P <br /> TRENCH DRAIN 2—0" <br /> SURFACE SANFMNg hswSB 5C01680Meeeq#300 <br /> GRATE (ADA EXPANSION JOINT S..F.rd—,CA 941041415.956.0688 <br /> u COMPLIANT) (ALL SIDES) <br /> O Wx LOS ANGELES 15837A Blvd <br /> � <br /> DUCTILE 1'-6" MIN I Culver City,CA 90232I N3.937.P1W <br /> IRON LANDSCAPE OR PAVEMENT .— n,Imxx.wn,GRATE 4" MIN 6" #4 REBAR ALL AROUND <br /> UNLESS MIN. 12" DIA PVC 6„ <br /> CAST—IN—PLACE CONCRETE BUILDING FACE <br /> /7, <br /> VARIESNOTED VARIES <br /> / (i) CONTINUOUS #4 (SEE PLA (SEE PLAN) PACKING N) OTHERWISE FIBER JOINT <br /> i MIN COLLAR (FORMED)PTH <br /> ' <br /> EACH RSIDE, LAP 2' ° <br /> ® JOINTS a ° . \ REMOVABLE WATERTIGHT PLUG F.F. ELEV PAVEMENT OR 728 tum Stmit SN Sub 200 <br /> ADJACENT GRADE 1.n.4a5 ul0982M <br /> wr idmddN9nmm <br /> �\ CONCRETE—, z <br /> PVC YARD\ �\ GRAVEL BACKFILL ° $ <br /> s DRAIN FOR PIPE ZONE ° ° c3 NOTE: <br /> BEDDING ° p °° o PVC FITTINGS AS REQ'D. INSTALL FOOTING PROJECT <br /> s A ° GRAVEL BASE <br /> DRAIN ALONG Learning Resource <br /> ENTIRE PERIMETER O O <br /> �. ° p ROOF DRAIN (PVC) \ CJ C5 <br /> ° k LINE CONTINUATION OR �Q� 12" MIN <br /> ° OF BUILDING. Q COVER OF Center <br /> ° \PLUG AS REQUIRED GRAVEL BACKFILL FOR LOCATION <br /> DRAINS (6" MIN <br /> __PREFORMED MANUFACTURED FOUNDATION 4 AROUND PIPE) 2000 Tower Street <br /> UBGRADE CHANNEL \ --_--J SEEM Everett,WA 98201 <br /> F ----- <br /> \ \ STRUCTURAL 4" <br /> PREPARED GEOTEXTILE <br /> 1 YARD DRAIN SUBGRADE 4"0 PERF DRAIN PIPE <br /> 2 TRENCH DRAIN DETAIL PREPARED FOR <br /> C3.0 C3.01 NOT To SCALE 3 STORM DRAIN CLEANOUT <br /> C3.0 C3.01 NOT TO SCALE 4 TYPICAL BUILDING FOOTING DRAIN Everett Community <br /> C3.0 C3.01 NOT TO SCALE <br /> 63.0 C3.01 NOT TO SCALE College <br /> B <br /> a � <br /> 1'-0" <br /> VARIES <br /> MIN MIN <br /> " 2" DEPTH MULCH <br /> EDGE OF TOP OF <br /> PAVEMENT BANK EL LOCKING DUCTILE IRON <br /> LOCKING SCREW <br /> VARIES PAVEMENT DOME GRATE PER DETAIL A <br /> a / / 6" °\ 4 8"DIA. LOCKING DUCTILE <br /> € A s 2% FREEBOARD TOP WATER �' IRON DOME GRATE <br /> s s 4" CRUSHED BOTTOM <br /> m ROCK CELL EL 18 MIN GEOTEXTILE FABRIC 8"YARD DRAIN a�OP�yRAors x�9 <br /> INVERT PER PLAN Si°Nqy ENv <br /> 5/14/2021� PLACE UNDER—DRAIN <br /> Q SOIL MIX AGGREGATE UNDER-DRAIN PIPE AT TOP OF o0 <br /> ° AGGREGATE 3" OF BIORETENTION GRAVEL TRENCH AS ° <br /> s Sieve Size Percent Passing 3/8" 100 MULCH INDICATED ON PLAN <br /> � � <br /> #4 95-100 UNDER-DRAIN AGGREGATE BIORETENTION ° <br /> = #40 25-40 -0 -0' Sieve Size % Passing SOIL MIXTURE CONNECTION <br /> UNDER-DRAIN 1�02/0B/z1 _PERMIT <br /> 6" SLOTTED 3/4" 100 <br /> /;, 03/17/27 2ND PERMIT RFSUBMrrr& <br /> #100 4-10 PVC PIPE IN MIN �84" 20-50 � BIORETENTION OUTLET STRUCTURE <br /> #200 2-5 #50 3-12 63.0 C3.01 NOT TO SCALE OS/14/21 3RD PERMIT RES BMITTAL <br /> #200 0-1 <br /> ` � TYPICAL BIORETENTION CELL SECTION <br /> m s <br /> 9 3 € oFaNxxnmx[x <br /> C3.0 C3.01 NOT TO SCALE <br /> � � � x�cruoHtam MAD <br /> S <br /> S xaoAcrr"cxnac. <br /> e <br /> F � <br /> $¢" $ MAD <br /> € � va�aEcrrtaxxr"aens <br /> e � <br /> JFJ <br /> E SURFACE RESTORATION VARIES, <br /> SEE PAVING OR LANDSCAPE <br /> s i ; DRAWINGS SEE LANSTONESG FOR PLANTING AND <br /> COBBLEg <br /> � m g <br /> m ffi / II' 12" <br /> STRUCTURAL FILL ° <br /> p g DEPTH IS NOTED I—I I—I ° �3 III I SLOPE SUBGRADE <br /> Y 9 ON DRAWINGS —III=III—II°° Oo ° 1 I-1 1 I-�I <br /> I I— TOWARD DRAIN <br /> I— <br /> ' O I=1 <br /> 9" PIPE 9" =_III=IIIII ° p 0po o°° I —O D. — <br /> GEOTEXTILE <br /> z BEDDING II I i 0 0 <br /> � = FABRIC <br /> _ o <br /> F g Z 00 I I_ DRAIN ROCK 0.2' <br /> E FOUNDATION <br /> AS REQUIRED —_III III III I I — 6" PERFORATED <br /> PIPE <br /> _J1 <br /> 3 3 <br /> CITY OF EVERETT <br /> r o O.D.+18" MIN. 1.5' EXISTING SUBGRADE 2" DEPTH CEMENT CONCRETE REVIEWED FOR PERMIT <br /> ` nI O.D.+24" MAX. <br /> CIO <br /> STORM DRAIN DETAILS <br /> SECTION-TYPICAL TRENCH <br /> t A FLEXIBLE STORM SEWER PIPE 7 GRAVEL TRENCH DRAIN g C3.0 C3.01 NOT TO SCALE C3.0 C3.01 NOT TO SCALE 8 CONCRETE SWALE 9 DRAINAGE SWALE os a.00 <br /> g s <br /> C3.0 C3.01 NOT TO SCALE C2.0 C3.01 NOT TO SCALE e <br /> 0511412021 <br /> s <br /> C3.01 <br /> s <br /> PERMIT SET <br /> ©2016 MITHUN,INC. <br />