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A SURMOUNTABLE B—I SURMOUNTABLE A <br /> CURB AND GUTTER CURB AND GUTTER 4 ROAD <br /> Y <br /> •�+' EDGE BITUMINOUS DRIVEWAY <br /> O � PAVEMENT <br /> Y q • <br /> L •' 1 1 • • , E - J EDGE GRAVEL 12' MINIMUM <br /> E%PAN90N JOINT • <br /> SHOULDER 1/2 EXPANSION <br /> BEGIN TRANS. TO TYPE BJ FRAME. GRATE AND CURB CMATCH S - JOINT <br /> 6616 CURB AND CUTTER DIRECTION OF FLOW BOX: NEENAH R- 3062-V, T <br /> FRAME TIPPED TO MATCH - , <br /> ESS S -330 HIS OR EQUAL 15 CRE APRON <br /> ° <br /> STREET GRADE PROFILE 2U <br /> OR SE " <br /> PLAN 16' CDNWACDON . •' <br /> I ]' -0' ]' -O' r 36 / T DEPRESSED CURB-y 3" RADIUS 1/Y R4DUS <br /> DESIGN GUTTER <br /> UNE GRADE PAVED DRIVEWAY ENTRANCE J' <br /> ROAD 3 RADIUS <br /> 4 1/2 1 <br /> JOINT 1 # EXP, JOINT G EDGE BITUMINOUS 25' 25 ' PLAN I/2' RADIUS <br /> OPENING PAVEMENT SLOPE 3/4' PER FT 3 <br /> ©- CUTTER FLOW LINE *WHEN BASE OF FRAME IS LEVEL TRANSVERSELY, 2 <br /> 1' SUMP FROM FLOWLINE RESULTS J 1r <br /> 2 <br /> EDGE GRAVEL J' t' MINIMUM 3' • _ <br /> SECTION A -A SHOULDER i I I I I I ] <br /> 11• FRONT TOP EDGE OF FRAME IS GRAVEL EA - 5 1/¢ I -' I a <br /> FRONT TOP EDGE OF GUTTER I GRAVEL BASE 3/4" LIP <br /> 1 VA TES j <br /> 2• II- TAPER TO MATCH <br /> EXISTING AT R/W <br /> }T I T GRAVEL DRIVEWAY ENTRANCE GUTTER LINE • E %P, JOINT •• 6' <br /> EXP. JOINT I q ROAD ELEVATION <br /> SECTION C -C CUT SECTION 0.5' 18 <br /> PLAN RIM ELEVATION 6' VAR USE 6:1 SIDE SLOPES CU T CUT <br /> MATCH EDGE OF CUTTER II BACK CU C i 4' MINIMUM <br /> NON - SHRINK MORTAR 1_-- 11• 3/4" R15E <br /> MEETING CORPS OF 6" _ MIN. SLOPE - 8E <br /> ENGINEERS SPEC. 4 ROAD APPROACH - 50'(25' MIN.) MP % SLOPE 1JE <br /> CRD -C -621 REWIRED �, 2•_D• FARM ENTRANCE - 23'(15' MIN.) 4 ROaD + fi <br /> S GONG. RESIDENTIAL <br /> IF SHIMS USES, S. NCE $H ARE S 1 FIELD ENTRAIN - 15" Mlrv. • ° 8' GONG. COMMERCIAL <br /> ADJUSTING RINGS 2 -MIN., 5 -MAX <br /> COAT RINGS, OPENINGS, AND RINGS AN MIN. 3 /e" BED OF MORTAR BETWEEN I LVERT IF NECESSARY <br /> ALL CUT EDGES WITH LATEX D PLASTER EXTERIOR ONLY CV Vz' E %P ANSIGN JOINT <br /> PRIMER /SEALER-- HYDROZO NTH 4' THICK COAT <br /> Sa 40 OR APPROVED SECTION B -B FILL SECTION CROSS SEC iION CURB AND GUTTER SECTION <br /> CATCH BASIN FRAME PLACEMENT RURAL DRIVEWAY ENTRANCE DEPRESSED CURB WITH DRIVEWAY APRON CONCRETE CURB AND GUTTER 8618 <br /> SURMOUNTABLE CURB AND GUTTER _ <br /> DESIGN 00 A � <br /> 0618 CURB 2" 8618 CURB WIDTH OF WALK <br /> A ANQ CUTTER , B--I AND GVITIR <br /> n - -- - -- - J <br /> MI ��J <br /> -- ACCORDANCE IRTH • ' p / <br /> LOCAL POST WASTERS ° • •'• •, , • 'JN ,1 s PROPOSED - <br /> REQUIREMENTS t • /// — <br /> BEGIN TRANS. 0 W / STREET <br /> BEGIN TRAS. TO TYPE BJ FRAME, ORATE AND CURB / <br /> 6 CURB AND CUTTER pIRECllON OF FLOW BOX: NEE: <br /> R- 3062 -V <br /> CUTTER FLOW LINE FRAME TPPED TO MATCH <br /> STREET GRADE PROFILE 5'O• 5'0 <br /> PLAN 4'-D" <br /> 36' M. 36 1 2' 36' MIN. A FACE OF CURB \ <br /> — T 1 ' N a @ <br /> TOP OF FRAME �� i `Mlll 4' ODE < \P <br /> OESCN GUTTER MATCHES TOP ROUND ALL SLOPED INTERSECTIONS <br /> LINE MADE— I OF CURB APPftO%, 10:1 SLOPE rr ll ll +r J' P <br /> m -LL I/2 <br /> •, �� q <br /> *MEN BASE OF FRAME LI LEVEL TRANSVERSELY. <br /> 318' SUMP FROM PLO % RESULTS <br /> E %P. JOINT EXP. JOINT <br /> ]_4 PAVE WEAR COURSE 10 1/2' 1 2 1/: . <br /> (FOR 8616 CURB 6: CUTTER) <br /> SECTION A -A MIN. 4'00E 28 <br /> EXPOSED AGGREGATE MILL 1•DEEP <br /> PLAN RIM E OF N 6 <br /> C • CURB AND GUTTER <br /> F <br /> MATCH EDGE OF CUTTER LALIER <br /> EACH OF CURB <br /> NON - SHRINK MORTAR 4 <br /> ENGINEERS 11' <br /> EL CORPS OF 6" ENCNEERS SPEC. CONCRETE WALK <br /> CRS -0-621 REQUIRED �, 2•_0' -� SECTION A - <br /> IF 5111M5 ARE USED. I — Ex. STREET $F.CPON <br /> SEE SPECIFICATIONS. <br /> $TRaIGHi LME SAwCUi <br /> EDGE OF SHLULAER COAT <br /> ADJUSTING RINGS 2 -MIN., 5 -MAX, I SURFACE TREATMENT - AFTER NORMAL CONCRETE FINISHING, EMBED EX. BIT. FOR REMOVAL <br /> ALL CUT T EDGES Q <br /> D OPENINGS AND GES WITH LATEX MIN, E 0E BETWEEN AGGREGATE, MEETING THE REQUIREMENTS RILL 1 OF SPEC. J 10 PROPOSED WEAR COURSE. <br /> PRIMER R--HYDROZO RINGS AND PLASTER EXTERIOR ONLY MODIFIED i0 10 OF THE MATERIAL 1/2' 2" J /e' IN SIZE. ZE. IN IN THE BASE COURSE AND ND AGGREGATE BASE <br /> S 40 OR BED R LAKE 40 OR APPROVED B- THICK COAT GREEN CONCRETE. THE EMBEDDED AGGREGATE E SHALL OE AT <br /> B -B <br /> EOUgL. SECTION LEAST J /T6 ABOVE THE CO NCRETE SURFACE. THE E EXP POSED <br /> RI <br /> AGGREGATE MAY BE LIGHTLY RINSED TO WASH MORTAR OFF OF IT. <br /> MAIL BOX CATCH BASIN FRAME PLACEMENT PEDESTRIAN CURB RAMPS MATCH EXISTING BITUMINUOUS SURFACING SURMOUNTABLE CONCRETE CURB AND CUTTER <br /> 8618 CURB AND GUTTER <br /> PB K", MIT' %H l .111... aEUnrwna, Na DATE 01 REWax c[sCRN11o 1326 ENERGY PARK DRIVE I O�SfGYED 0Y JOB CAT. JUNE 1998 aq q[RXr qx9 grgvuEn 8� uE W NM%n xr pgYll — Sl, PAUL, YINNESQG ]]108 <br /> .IMREOSRV., DRAWN RY: RKM —JOB NUMBER 269M - (612) 644 -4389 CITY OF CENTEROLLE og9FE59M1L EHOM1ECq uxpEF 1E L.1M C! lxE APPROVED: ___CAD DATE : - -- cao EILE: - 26poe9 sr - . - -- - -._ " _ — _ k7L/V2r(� R. La'e2(1 CO(pp2(ly PARKVIEW ADDITION STREET CONSiAUC DET IL3 <br /> - CONSULTING E NGINEE RS 17 <br />