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QA KFi'3gLL COURT DF iayl p 5 R OUNiABLE B `7 SUR OUNiaBLE <br />I CURB ANO GUTTER C RB 0 GULTER A WIRE MESH REINFORCEMENT GEOTE%iILE FABR C <br />L ., ~ ,q L POST SPACING-SEE NOTE <br />FABR C ANCHORAGE TRENCH. <br />_ _ _ awn.~w ~_-.~'~I -_ - G - G BACKRLL VaiH TAMPED <br />.0.w.w m~l• ~ C ~ _,'. .: C TuAAL SOl <br />' E%P 50 J(NNT pIRECTION OF 6' MIN. <br />+U/ ~ BEG 1R NS. i0 imE B--I FRAME. GRATE ANO CURB <br />/ wvsew Iv. <br />c ~~ ~ 8616 CURB AND GULTER pIRECT10N pF FLOW BON: NEENAN R-JO6]-V, RUNOFF FLOW <br />Z" LV} WEAR LOUaSE MI%iURE !~ ? ~ ~ ~ ": 1 , ESS 5-}}0 HC OF EOVAL <br />6' CLASS 5 gGGREGgiE BASE 1 - ' -?^f . ..w,.n .; :;. FRAME TIPPED i0 MgTCH 'F <br />STREET GRADE ROfiLE } <br />• ^' _ __f* "1 _.s_._ _ _. .' .___. PI A:V ~ I~fi' MIN. <br />A-I Pr l'°f ~ , ~" 1 DESIGN LUTTER~ 1' <br />PIAV vIRX a GMC011a1 RY! PLAM WE11 a PfgRBpiPAaR qAV LINE GRADE NOTE: SILT FFNCE D TAI J' RApIUS <br />_ ~ t/1" US <br />..ra"emou ,_, t. SILT FENCES CONSTRUCTED vniH SUPPORT FErv[ES. POSTS SHALL BE RAD1 <br />SPACED AT 10' OR LESS. qn0 ORIKN AT LEa6i 2 NLO THE GROUND. 1 ~. C. J <br />BITUMINOUS PAVFM Ni I1 TA C\ ~ ~ - . • 2. SILT FENCES CON61RUC1ED N1THWi SUPPORT FENCES POST SNALL BE F-~=~J`/ <br />\ vm ~ ^ ~ LAJ2~t2J3 G E%P. JpiNi A /1 _ .t~' ~~ 5 vEN ai LEAST 3' NTO THE GRWNO. <br />... ~.. OAC ~1TO1 g OPENI G <br />"-'- ACTIN ~.+- _ ©^ GUTIEP FLOW l E vmEN BASE OF FRAME IS LEVEL 1RaN5KR5ELy, PACED AT a OR ~ERES AND DRt 1" Ra IU } RaDIVS , <br />iW1NE OR BALES PULED ON I/ D S ~ ~ ' <br />_ _ nn.mm ~~ I SUMP FROM FIOwLINE RESULTS B .EDGE. BUTTED itGHT ~ SLOPE J/1' PER FT J <br />m .nAwwmw ~ J SECTION q-A <br />t ? _ TaA Iwea p I ~ A J' <br />FRgJT TOP EDGE OF FRAME POINT A MUST BE <br />.u nm.vna pblL ACBIC r I FRONT TOP EDGE ff GViTER I NIGHER THAN POINT B Two Z' N Z' WOOD STAKES OR REINF. <br />1/1 Lv3 wE R COU SE I%iURE crM°n~° .. L 1 OARS IN EACH BALE aN0 EMBEDDED <br />1 LV3 NON WEAR CWRSE NI%TURE ... 11.. N GROUND 10 MNIMUM. v , q , _ <br />6' CLg55 5 AGGREGATE BASE ~ - - <br />~^°"mnm T ~ ~ ~ ~~- ~ ~ 3' EPRiH FILL MiO. 1.3J LBS PER FL ; <br />.. °.mn..raR~ E%P. JOINT fi EXP. JOINT ETaI FENCE POST - 6' LONG <br />x01EL r ~r¢EV~iMR rc 5 iION - ~^ FENCE SNOW <br />1°nl°"mO °O1R°w°Prt °'°ar MpPN RIM ELEVATION FENCE <br />01n R^OO°'°w•^°w~'^~~~m iCH EDGE OF GUTTER SPACING FOR <br />mwaw v~n~ww oe`i simww r..wrpnamiurmiwilP ~ 6 ~ 1 ALE D17CH CHECK 1B' B" <br />6i °. ~wwia..~i im~uaP,w.m~mq°r..PUS •~m uwAw~®rv NON-SHRINK MORTAR L 1 II FLO_y R GRADE SPACING FLp____ 3' <br />0~nimr°~~ wnusw ~°°"Q°°°rmisare.msws~uc MEETING LOflP50F 6" ----44 ;R 100' <br />ENGNEER6 SPEC. R ]6 <br />mwrMSa.r+le'~t~m.ir. rw.m~wamw ~ww~>rw^..... CRO-C-fi11 REWIRED ~, 1._0. ~ STAKE 6R 50' STAKE <br />°_ _ _ e IF SHMS ARE SED. RR 60 <br />° •..m wwmnrwmn SEE SPECIfICAT10N5. ~- IDR 6 <br />m ~rwn~s~n :~ssmu.°pOm ~sn. n~mn.~~m. ~~ .:. •: OPTON I I 1 OPTION 2 <br />pOaT RINGS. OPENINGS. D ADJUSTING RMOS 2-MIN., 5-Ma%. r <br />LL CUT EDGES WITH LAIE% MN. J/0' BED OF MORTAR BETWEEN BALE HAY OR RTRAW Oli H M <br />PRIMER 65EALER--HMgOZO RINGS A PlA51Eq E%TERIgR ONLY FfK <br />51lgNE 0 OR APPROVED 'MTH <' THICK COAT i0 BE USED YAiH SNOW FENCE Ai LOCATONS AS SHOWN ON PLAN SHEETS. <br />EQUAL. SECTION 9-B gL50 i0 BE USED NIM OR vATHOUT SNOW FENCE AT OTHER LOCATON6 AS <br />DIRECTED BY THE ENGINEER. <br />PEDESTRIAN CURB RAMP CATCH BASIN FRAME PLACEMENT <br />FOR THE HANDICAPPED SURMOUNTaBIE CURB AND GUTTER EROSION CONTROL DETAIL CONCRETE CURB AND GUTTER 8618 <br />A f~ <br />WD1H OF WALK <br />0 <br />IFS- M N <br />a ~ ~ ~_ ~~ <br />4" BLACK ~1 MN m ~ 1 BLACK ~~ <br />iOPSdL 2R .e R TOPSOIL ~~ < '~ § 10' WIDE TRAIL ~I ~O OP ~ <br />s <br />SLOPEA 1 ~ j \ ~ /. SRRC°OSEO ~ - <br />L4' CONCRETE PavEMENi \ ~~ N~ _ ~ ~,(~ _ _ \'`\ ' <br />1' CLa55 V AGGREGATE BASE - v --- ~ /~ <br />TYPICAL SID WA K S TION IDAHO A N } O 5-0 Rp01O5 s <br />s-D' <br />EXPOSED AGGREGATE cVp6 ~~~ <br />A fl FACE Di CURB CONCRETE RAMP / T} <br />RDUNO ALL SLOPED INTERSECTIONS ~ PLAN VIEW `MRL 1' WIDE <br />APPRO%. 10:1 SLOPE iR, I ~ <br />6' ~ ]' q' } <br />N <br />6'-0" 5'-O' S'-0' <br />m <br />i0P5011 ~ JZ. MIN.~,S'~~ 11'-0" ~ROVND ALL <br />9' BLACK <br />4' BLACK SLOPED INTERSECTIONS <br />TOPSOIL <br />SlQ ~ s_H ~'~~.______ <br />(FpR 8616 NRB & CUTTER) PAVE WEAR COURSE <br />ND DEPRESSED CURB DETAIL CURB HEIGHT 1'vIDE <br />1' CONCRETE PAVEMENT E%POSEO gGCREGATE <br />1" CLASS v AGGREGATE BASE CURB aN0 GUTTER MLLNI.6'OEEP <br />I'/FT. OR (UTTER BACK OF TCURB ~___ MIN. SLOPE ^ 0.6R <br />TYPICAL SIDF WALK S TION THR~CH PARK I/1' RISE ~ / MAX. SLOPE ~ SHpTlLAN0T1 E%LEC ~E 0 -. r , <br />CONCRETE WALK .. < .. ~:/: <br />SECTION A-A ~ ~ ' <br />~' ~ w ~REET SECTION <br />CURB ANp GUTTER I/Z" EXPANSION JOINT J/ <br />SURFACE LREq TMENT -AFTER NORMAL CONCRETE FINISHING THE ,_$E:C_E[TION STRa G i lNE 5 wCVi <br />CONCRETE SHALL BE LIGHTLY RINSED TO E%POSE AGGREGATE. THE EN. Brt. FDR REMOVAL <br />E%POSED AGGREGq TE SHALL PROTRUDE AT LEa Si }/I6' ABOVE THE PROPp6Ep WEAR CWRSE. <br />CONCRETE SURFACE.O slw IX RN.weN - mns we me BaSE COURSE AND AGGREGATE BASE <br />O PEDESTRAIN RAMPS SHALL BE 6' 1HICK. vPOSPRA ~ECAh s uL RgomuOE "11usrz~/ic ~A a~W TME <br />© PEP <br />SIDEWALK DETAILS FEDEc TR,IAN CURS RAMPS FOR SIDE WALKC PEDESTRIAN u~ac RC~RAMFS FOR TRall_c <br />MATCH EXISTING SITUMLU I:OUS SURFACING <br />DESIGNED BY:OE61GNE0 BY DRgWN BY: REV nEpROT KTw urlpREq ur PpRec g9o[Rx40x uV 1316 ENERGY PgRK DRIVE <br />6T. PAVL. M N ESOTA 55106 <br />APPROVED BY:MPROVED 8T JOB NUMBER BN IESSOJ UW5 OF m[ sTA~iE 0~ MxxESOTA FIwNFEq UNO[R (fi51j 611-aJfi9 SwF[T ^ <br />caD DATE: F~DZ zoo sDZOO sD CUR715 RECD POND R <br />caD FILE: 811 ssoJ~~cs~c~rT-um o c (auD~ """'0 °"'E FALCON HEIGHTS STREET CONSTRUCTION DETAL.S <br />TGRR. J. M,pRER IS„6 Howard R Green Company 16 <br />