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FINISH GRADE-7 I I 3/4" CHAMFER (TYP) <br />— EL=476-5- <br />SPILLWAY <br />END ELEVATION <br />IU <br />\ ALIGN WEIR ON CA sl 45 <br />OF OUTFACE DITCH _______/// I�6/��/ / <br />WETLAND /J <br />L <br />0 <br />is 250OPSI CONC W'/ <br />g4 REBAR ® 15"CC <br />' ✓ \'v 6"_ 4'-0`' THROUGHOUT <br />I ��---2 MAN ROCKS <br />J FOR TRANSITION <br />(T <br />I ice— CONSTRUCT TAPERED <br />I TRANSITION TO <br />EXIST TOP OF DITCH—+1 EXIST DITCH <br />I� �I <br />i <br />PLAN <br />_WETLAND WEIR DETAILS <br />/4'=1 1-0' <br />2 100TH ST SE IMPROVEMENT <br />rt <br />1 <br />EXISTING THICKENED 18.5' <br />EDGE BOTH SIDES <br />__________ SAW CUT LINE I <br />_____________ <br />E%ISTING PAVEMENT <br />STD ROADWAY SECTION <br />4" COMPACTED DEPTH CL B ASPHALT CONCRETE (2 LIFTS) <br />6' CRUSHED SURFACING TOP COURSE <br />5" GRAVEL BORROW <br />TYPE A-1 CURB & GUTTER <br />ALTERNATE ROADWAY SECTION PER STD DWG 305A <br />3" COMPACTED DEPTH CL B ASPHALT CONCRETE (2 LIFTS) 2" CSTC <br />4' ASPHALT TREATED BASE COURSE (2 LIFTS) <br />2' CRUSHED SURFACING TOP COURSE <br />A( 3 7TH AVE SE IMPROVEMENT <br />1"=10'H; 1"=5'V <br />SIDEWALK <br />)WG 306 <br />IVER <br />COMPACTED BASE <br />L <br />CONCRETE SIDEWALK <br />PER STD DWG 306 <br />2' CSTC OVER <br />COMPACTED BASE <br />4 <br />N.E.1/4, SECTION 19, T.28N., R.5E., W.M. <br />W <br />30' <br />1' MIN <br />5' 18' MIN* <br />'� }-2' MIN SAWCUT LINE <br />TAR SEAL <br />SAWCUT LINE <br />T <br />27 I 7j—EXISTING PAVEMENT <br />29. I! <br />7/ <br />APPROX CROWN v <br />STD ROADWAY SECTION <br />CONCRETE SIDEWALK TYPE A-1 CURB & GUTTER 4" COMPACTED DEPTH CL. B ASPHALT CONCRETE (2 UFTS) <br />PER SM DWG 305A <br />PER STD DWG 306 6' CRUSHED SURFACING TOP COURSE <br />2" CSTC 5" GRAVEL BORROW <br />z" csrc OVER ALTERNATE ROADWAY SECTION <br />COMPACTED 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 />4 BRUSKRUD ROAD IMPROVEMENT <br />1"=10'H; 1"=5'V <br />/Lo'b <br />yQ <br />c <br />� a <br />EX. 3W m <br />U U <br />z <br />3 <br />3 w <br />z Z <br />PLAN <br />1'-20'H; 1"-5'V <br />PRIVATE SIDEWALK <br />NOTES: <br />OEND TYPE A-1 CURB & GUTTER <br />CONSTRUCT TRANSITION TO EXTRUDED CURB <br />OCONSTRUCT TYF£ B CURB RAMP AT /2 <br />PER STD 306A & 310B <br />OADDITIONAL RIGHT-OF-WAY TO 6E <br />DEEDED AS SHOWN <br />O4 PROVIDE 3/8" FULL DEPTH EXPANSION <br />JOINT WHERE SHOWN (TYP) <br />7TH AVE SE <br />3 <br />0 <br />Vl <br />1N <br />12'CPP <br />FROM f.R41d <br />469,16 <br />N6A+- 121N <br />4o.D4 <br />ADDITIONAL DEEDED R/W <br />0.5" TO 1.0" <br />LIP PERMITTED I PROFILE PER SITE <br />27 IMPROVEME'IT PLANS <br />8' MIN. DEPTH CEMENT ARTERIAL ROADWAY PER {�g� <br />CONCRETE SECTION 7TH AVENUE SE SECTION \ / <br />SECTION <br />A 1"=10'H; 1"=5'V <br />AY DET <br />A <br />WET VAULT <br />_2LF-12"CPP ® S=5.0( <br />CB#35-TYPE A <br />CRATE=472:; 4- <br />IE=478.24-12" <br />PLAN <br />1"=5'H <br />OTEC DON 4 <br />46¢e9 C6 <br />'}69,4fo <br />S=- 0. (a0 /0 <br />LOCKING RING AND COVER <br />PER STD. 607 <br />EL-473.11 4� 3,4b <br />SIDEWALK FINISHED GRADE <br />WET VAULT <br />PIPE, INC. <br />VAULT MODEL 466 <br />A SECTION <br />1'-5'H; 1"-5'V <br />AIL - OUTFALL WET VAULT <br />l�l�l 7A Ave Wito�y rac� <br />h� <br />FACE OF CURB <br />(3) PIPE, INC. <br />MODEL 8187 <br />VAULTS IN <br />SERIES <br />91 <br />I <br />/ <br />0 <br />11LF 8'CPP <br />O <br />O <br />8' SHUNT <br />a <br />0 <br />m <br />I <br />I <br />m <br />B" SHUNT <br />O <br />0 <br />_7 <br />12' DIA CAST IRON <br />CLEANOUT W/ <br />8" 45' END (DIP) <br />LOCKING RING & COVERPER <br />v <br />STD. 604 <br />d <br />\�-•O <br />24" DIA SOLID ROUND <br />LOCKING LID SM 607 <br />OUTFALL TO <br />BIOSWALE <br />PLAN <br />8" PVC SHUNT (TYP) 12" C.O. PER STD. 604 <br />SOLID ROUND LOCKING (TYP) <br />LID PER STD. 607 <br />FINISH GRADE <br />LADDER OR STEPS PER <br />STD. 606 & 607 <br />(TYP FOR ALL VAULTS) <br />CB 4 TYPE II 54"0 <br />W/ RESTRICTOR <br />12" C.O. PER STD. <br />(TYP) <br />FINISH GRADE, <br />PROFILE <br />VAULT PLAC <br />1"=10'H; 1"=5'V <br />10'-8" OVERALL <br />2 <br />19'-B' OVERALL <br />I <br />12 DIA CAST IRON <br />" DIA SOLID ROUND <br />CKING LID STD 607 <br />CLEANOUT W/ <br />LOCKING RING & COVER <br />^'� <br />STD. 604 <br />JPIPE, <br />r <br />INC.PER <br />PIPE, INC.ODEL <br />8187 <br />8LF 8'CPPMODEL <br />8100AULTS <br />IN <br />OUTFALL TO <br />VAULTS IN <br />SERIES I <br />BIOSWALE <br />CURB LINE <br />PLAN <br />8" PVC SHUNT (TYP) <br />SOUP ROUND LOCK.. <br />UD PER STD. 607 <br />II II v <br />�►-I I m FL001 <br />LADDER OR STEPS PER ELEV: <br />STD. 606 & 607 <br />(TYP FOR ALL VAULTS) <br />PROFILE <br />EAST VAULT PLACEMENT PLAN <br />J <br />STRUCTURE <br />F <br />IN' <br />.� <br />/ <br />i PUBLI CES - PUPIL10 VVIOPit <br />... :..c'r,_ii65fTISREOUIR=RF'�.. <br />0;1 11, <br />R <br />10 : ,NY CONSTRUCTION <br />C ENF= — <br />PROJECT. ArROVALFOR THIS Pp"OJECTB' <br />= <br />I1A )y) <br />CC'TDITIC:' I_ PER CURRENT STANOA-03 <br />�s- F�e_j L�T <br />7 <br />REVISIONS: APPD, <br />DATE: MARCH, 1998 <br />DESIGN: JNM <br />DRAWN: MMN/CLK <br />CHECKED: JNM <br />REVISION <br />NUMBER: <br />SCALE: AS SHOWN <br />PROJECT NUMBER: <br />TCWX0084 <br />SHEET NO. <br />C5 <br />)F' 8 <br />24 x j <br />