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4' <br />FINISH GRADE <br />END ELEVATION <br />U <br />45' <br />ALIGN WEIR ON CAOF OUTFALLDITCH I <br />CHAMFER (TYP) <br />EL=4i6..5 <br />15• c�3 <br />EL=4'15"S <br />4757• �J3 <br />WETLAND <br />250OPSI CONC W/ <br />#4 REBAR 0 15.00 <br />THROUGHOUT <br />f-2 MAN ROCKS <br />FOR TRANSITION <br />I I CONSTRUCT <br />SITION TAPERED TO TRANSITION <br />EXIST TOP OF DITCH ---i I EXIST DITCH <br />I <br />PLAN <br />r,' WETLAND WEIR DETAILS <br />SIDEWALK <br />)ING 306 <br />1VER <br />COMPACTED BASE <br />100TH ST SE IMPROVEMENT <br />L i'-IO'H; 1'-5'v <br />R/W �0' 30' R/W <br />22' S' 1' MIN <br />EXISTING THICKENED 18.5' <br />EDGE BOTH SIDES SAW CUT LINE <br />I zz <br />EXISTING PAVEMENT y <br />STD ROADWAY SECTION Tf <br />4' CONPACTED DEPTH CL B ASPHALT CONCRETE (2 UFTS) CONCRETE SIDEWALK <br />6' CRUSHED SURFACING TOP COURSE PER STD DWG 3D6 <br />5' CR 1VEL BORROW <br />TYPE A-1 CURB & GUTTER 2' CSTC OVER <br />PER STD DWG 305A COMPACTED BASE <br />ALTERNATE ROADWAY SECTION 2 csrc <br />3' COMPACTED CLOTH CL B ASPHALT CONCRETE (2 LIFTS) <br />4' ASPHALT TREATED BASE COURSE (2 LIFTS) <br />z' CRUSHED SURFACING TOP COURSE <br />7TH AVE SE IMPROVEMENT <br />i'-1011; 1'-5'V <br />t <br />N.E.1/4, SECTION 19, T.28N., R.5E., W.M. ' <br />rt <br />18' MIN* <br />}--2' MIN SAWCIIT UNE <br />TAR SEAL <br />SAWCUT LINE <br />2% <br />III <br />I i}-EXISTING <br />PAVEMENT <br />2% <br />�--------------- `— <br />'V <br />APPROX CROWN <br />STD ROADWAY SECTION <br />TYPE A-1 CURB & GUTTER 4' COMPACTED DEPTH CL B ASPHALT CONCRETE (2 LIFTS) <br />CONCRETE SIDEWALK <br />PER STD DWG 305A 6' CRUSHED SURFACING TOP COURSE <br />PER STD CWG 306 <br />2' CSTC 5' GRAVEL BORROW <br />2' CSTC DVER <br />ALTERNATE ROADWAY SECTION <br />COMPACTDI BASE <br />*CURB LINE SHALL BE SET NORTH OF EXISTING 3' COMPACTED DEPTH CL B ASPHALT CONCRETE (2 LIFTS) <br />NORTH EDGE OF PAVEMENT SO THAT OVERALL 4' ASPHALT TREATED BASE COURSE (2 LIFTS) <br />STREET WIDTH IS NOT LESSENED 2 CRUSHED SURFACING TOP COURSE <br />BRUSKRUD ROAD IMPROVEMENT <br />4 <br />Igpo n <br />A w )a �P n <br />k' z <br />W <br />z <br />2 d <br />lz PRIVATE SIDEWALK <br />/1 4. <br />/,V6�ar <br />-- 5.5' <br />3 <br />EX. 30' m <br />�i <br />ti <br />3 <br />W <br />z <br />zPLAN <br />1'-20'H; 1'-5'V <br />NOTES: <br />0 END TYPE A-1 CURB & GUTTER <br />CONSTRUCT TRANSITION TO EXTRUDED CURB <br />OCONSTRUCT TYPE B CURB RAMP AT /2 <br />PER STD 306A & 31DB <br />3 ADDITIONAL RIGHT-OF-WAY TO BE <br />DEEDED AS SHOWN <br />0 PROVIDE 3/8' FULL DEPTH EXPANSION <br />JOINT WHERE SHOWN (TYP) <br />ADDITIONAL DEEDED <br />0.5 TO <br />UP PERMITTED <br />_zz <br />8' MIN. DEPTH CEMENT ARTERIAL ROADWAY PER <br />CONCRETE SECTION 7TH AVENUE SE SECTION 3J- <br />A SECTION <br />1'-10'H; 1'-5V <br />AY DETAILS <br />,469.89 <br />k69 � 4!0 <br />� <br />A <br />%-00 <br />WET VAULT <br />2LF-12'CPP O S-5.0( <br />FACE OF <br />12'CPP <br />FROM B�3a <br />C8135—TYPE A <br />CRATE-4;!2. 4- 412.q (o <br />IE-47B:ri-12' �61,oI I <br />PLAN <br />1'-5'H <br />61-0' LOCKING RING AND COVER <br />PER STD. 607 <br />/EL-4?U 4�3,4-C <br />SIDEWALK FINISHED GRADE <br />4b9,1 b _74'I4 1 I, <br />=478:44-- WIN (,) O IE-4;044-- 12'OUT <br />40.4 <br />)OR EL-4673- <br />WET VAULT <br />PIPE, INC. <br />VAULT MODEL 466 <br />A SECTION <br />1'-VH; l'-5'V <br />%IL - OUTFALL WET VAULT <br />16161 7'* Ave 56 -- Ufi li i-y 4>rPac��n9s <br />SITE <br />PLANS <br />--FACE OF CURB (3) PIPE, INC. <br />MODEL B1B7 <br />VAULTS IN <br />SERIES <br />12' DIA CAST IRON--' <br />CLEANOUT W/ <br />LOCKING RING & COVER <br />PER STD. 604 <br />8' PVC SHUNT (TYP) <br />SOLID ROUND LOCKING <br />LID PER STD. 607 <br />LADDER OR STEPS PER <br />STD. 606 & ED <br />(TYP FOR ALL VAULTS) <br />0 <br />in <br />CB 4 TYPE II 54'0 <br />W/ RESTRICTOR <br />12' C.O. PER STD. <br />(TYP) <br />FINISH GRADE <br />C <br />(DIP) <br />L�1:nru <br />8' SHUNT <br />24• DIA SOJD ROUND <br />LOCKING UD STD 607 <br />OUTFALL TO <br />BIOSWALE <br />PLAN <br />12' C.O. PER STD.604 <br />) (TYP) <br />PROFILE <br />T PLACEMENT PLAN <br />1•-10'H; 1•=5'V <br />10'-8. OVERALL <br />2- <br />19'-8' OVERALL <br />24' DIA SOLID ROUND <br />z <br />LOCKING UD SAD 607 <br />PIPE, INC. <br />IPE, INC. <br />!VAULTS <br />m <br />MODEL 8187 <br />DEL 81000 <br />VAULTS IN <br />IN <br />SERIES <br />SERIES <br />CURB LINE <br />PLAN <br />µ� <br />8' PVC SHUNT <br />SOLID ROUNDLOCKIt(G <br />UD PER STD. 6D7 <br />m <br />tZZ <br />LADDER OR STEPS PER <br />STD. 606 & 607 <br />(TYP FOR ALL VAULTS) <br />PROFILE <br />IF F <br />ro zY <br />44--e,Yl, - <br />'OATE <br />pY <br />PLAN <br />1'-10'H; 1'-5'V <br />GRADE <br />12' DIA CAST IRON <br />CLEANOUT W/ <br />LOCKING RING & COVER <br />PER STD. 604 <br />PP <br />OUTFALL TO <br />BIOSWALE <br />J <br />I <br />1I <br />s <br />PUBU WOES -- /-��puauC Ot�i: <br />tM1'. <br />lu-�--a v�:r nni44 <br />l�l�.al a <br />I 4G <br />--- -- <br />` �, -I� s pcRIAIT IS REOUIR_'-D FY.�. <br />l A <br />TO GTAnTRvu AN) ^..UNSTAUCTION OR Th.. R <br />PROJECT. APPROVAL FOR THIISPROJECTIS ' - <br />'1A 9CCdDR1 %'% PER CURRENT ST'n,NOARDS C <br />a w,1�1t• Pppr•.n F,..._.�ii L' .T"^'-I HkS EE_4 <br />/30 /Girl <br />10101 7t" Ave SE <br />16 X <br />L <br />W <br />11 <br />W <br />a <br />z <br />J (L <br />�� <br />a <br />°� <br />U <br />0 <br />W <br />w <br />� REVT310N5: APPD. <br />DATE: MARCH, 1998 <br />DESIGN: JNM <br />DRAWN: MMN/CLK <br />CHECKED: JNM <br />REVISION <br />NUMBER: <br />SCALE: AS SHOWN <br />PR07E� CT�NUMBE-• <br />TCWX0084 <br />SHEET NO. <br />- C5 <br />OF 8 <br />