Laserfiche WebLink
%RE MESH REINFORCEMENT CEOTEKTILE FABRIC E ROAD 3" RADIUS 1/2" RADIUS <br /> POST SPACING -SEE NOTE <br /> FABRIC ANCHORAGE TRENCH. EDGE BITUMINOUS I�-� I� <br /> BA TAMPED PAVEMENT <br /> IL <br /> 2 NATURAL SCOL L J' RADIUS <br /> ;o EDGE GRAVEL I /Z' RADIUS <br /> 6" MIN. SHOULDER ' <br /> DIRECTION OF SLOPE 3/� PER FT J Fy <br /> RUNOFF FLOW 20' RADIUS <br /> PAVEMENT <br /> 20 <br /> i 1 20 15' RADIUS <br /> GRAVEL BASE <br /> -6" MM. I6' <br /> t 20-0' a TAPER i0 MATCH , <br /> 1 n EXISTING AT R/W T <br /> NOTE: T F NC D TAI <br /> PAVED DRIVEWAY ENTRANCE <br /> I. SILT FENCES CONSTRUCTED WITH SUPPORT FENCES POSTS SMALL BE <br /> AND <br /> SPACED AT 10' OR LESS, DRIVEN AT LEAST 2' INTO THE GROUND. _ <br /> l 2. SILT FENCES CONSTRUCTED SHOUT SAPPERS FENCES, POST SHALL DE n ROAD 12 6 <br /> SPACED AT 1' OR LESS. AND DRIVEN AT LEAST 3' INTO THE GROUND. 25' 25' <br /> EDGE BITUMINOUS 2 <br /> TM1NE OR "RE BALES PLACED ON PAVEMENT STANDARD CURB DETAIL <br /> B EDGE. BUTTED TIGHT <br /> 1 EDGE GRAVEL <br /> i_U Y A - A SHOULDER <br /> PgNi A MUST BE ,I ,I <br /> HIGHER THAN POINT B TWO 2' X 2' WOOD STAKES CR REINF, 15' RADIUS - :III = I— III III - 111 = III = =I = III = = III = 1— <br /> 1 5 /P' 0.0. RAILS BARS IN EACH BALE ANO EMBEDDED GRAVEL BASE <br /> J' 0A. GIN[ PDST IN GROUND 10" MINIMUM, )___ 1E$ <br /> TAPER N MATCH <br /> 4' 00. CORNER AND ENO POS S 3" EARTH PILL STD. 1.33 LBS. PER FE E" NO AT R/W <br /> Rri.e pasts to a nmmun oV 5 Feet METAL FENCE POST - 6' LONG GRAVEL DRIVEWAY ENTRANCE I -V ro 9 <br /> Z 2111. TE nA HAAACAs w:N1 Ca1AHE <br /> SNOW SNOW ROAD enrvnws +AeX CO A+ <br /> FENCE FENCE <br /> SPACING FOR CUT SECTION o.5' + -1 /T vn, RM 1Ie tioAmeaas 0.. c.A. <br /> ALE DITCH CHECK VA R. SE 6:1 SIDE SLOPES xr�iweoa0 slearl •svtce¢ <br /> ■ GRADE SPACING xxrmArto aAUxnu: <br /> FLEW zz 11X1' Row TYPICAL PAYEI�'NT SECTION <br /> a.% l5 J . Rfr a TO u1EPCAx ENOxlERHo RS"K ¢ lXaiWAL <br /> STAKE 63 _ 50' STAKE ROAD APPROACH - 50(25' MIN.) EVNUAnd oo Laxe LAA077 NEU RA. PART <br /> BS 40 FARM ENTRANCE - 25'(15' MIN.) rt JROAD <br /> OPTION 1 10% 2 5 OPTION 2 FIELD ENTRANCE - 15' MIN. PAVEMENT DESIGN SECTIONS <br /> ... Vm- <br /> BALE HAY OR STRAW DITCH CHECK ea.. <br /> TO BF. USED WITH SNOW FENCE AT LOCADONS AS SHOWN ON PLAN SHEETS. CULVERT IF NECESSARY <br /> ALSO TO BE USED WITH OR W1TNOUT SNOW FENCE AT OTHER LOCATIONS AS FILL SECTION <br /> DIRECTED BY THE ENGINEER. CROSS SECTION <br /> BACKSTOP FRAME DETAIL EROSION CONTROL RURAL DRIVEWAY ENTRANCE <br /> A <br /> WIO1H O F WA <br /> ce <br /> MC. naintenan edger I�1 -OMIN. <br /> to be installed at backstop 6 iFrieLd fence - continu ous m.ee1 <br /> Provide control _joint R P <br /> every post. 4000 psi concrete. Edge or i PROPOSED <br /> Toot exposed edges. Skinned Are. 211 / STREET HAYBALE PLACEMENT AROUND CATCHBA$INS <br /> Install edger after po oco bans e <br /> sts ar I <br /> driven. Reeve post l i <br /> and grout Pull as neressar <br /> Sad - I' below top or <br /> lConc. paint. edger. / I� a Skinne Are. \ 5 0 4 . 0 S -0 01 12' so.y b`/ v A, <br /> c I- . -- - - -- R4 rebar - continuous. FACE OF CURB <br /> II Maintain pin. 2" Ewer. - M 6- i en i I o V — Class 5 base. 7' Fce V ROUND ALL SLOPED INTERSECTIONS /� MRl a' "OF H 8L - " I <35 L P.1 APPROX. 10:1 5LOPE tl � I - Conpacted or undisturbetl <br /> subgr. de. 5' - 0 ' A0' S - 0" TO 3 - 113' <br /> S, An L5' Player's Bench 14. m WASHED RrxK <br /> �1 Concrete Maintenance Edg 2 ROCK ENTRANCE ROAD <br /> Backstop 5' -4' PAVE WEAR COURSE <br /> E0fA1. (FOR 8616 CURB W GUTTER) vD! amES_ <br /> Note+ Concrete nointen.n[e edger MIN, 4'W1pE I da Ro <br /> to be under backstop and EXPOSED AGGREGATE MILL I'OEEP <br /> infield Pence. <br /> CURB AND SUTTER FLALTER <br /> Infield Fence SD have <br /> top. button and aid rails. <br /> Mid roil CO be IB' up. FP o< Aw <br /> SoFtbalL Infield Detail CONCRETE WALK <br /> SECTION A -A EX. STREET SECTION s �veh <br /> 11f1EL0 UVG STRAIGHT LINE SAW'EUT <br /> 0 SURFACE TREATMENT - AFTER NORMAL CONCRETE FINISHING, EWOEO EX. DII. FOR REMOVAL <br /> AGGREGATE, MEETING THE REOIIREMENTS OF SPEC. 3137 CA 70 PROPOSED WEAR COURSE.— <br /> MODIFIED TO 100% OF THE MATERIAL 112' TO 3/8" IN 512E. M THE BASE COURSE AND AGGREGATE BASE <br /> GREEN CONCRETE. THE EMBEDDED AGGREGATE SHALL PROTRUDE AT <br /> LEAST 3/16' ABOVE THE CONCRETE SURFACE. THE EXPOSED \ f <br /> AGGREGATE MAY BE LIGHTLY RINSED TO WASH MORTAR OFF OF R. <br /> CONCRETE MAINTENANCE EDGER SOFTBALL INFIELD DETAIL PEDESTRIAN CURB RAMPS MATCH EXISTING BITUMINUOUS SURFACING TIMBER CHECK DAM <br /> JULY 1 998 ItICe Qe f n' Tn5 R Se Do CATo':. nfl OA1E BY FCN9CN DESC4:P1Id 1326 ENERGY PA IE MW SNEEi xp <br /> DF$IGV D BY _JOB DA E'. W Rwxe s r+¢ +wn er [ w Nr gran - - -- $t, PAUL, MINNESOTA 15106 <br /> DRAWN DY — EY. _JOB NUMBER 260 _ %M W [ a F TMlrl xfOr 512 844 - 4369 <br /> D By 109 Oa E JU 19 98 SR, sou CITY OF CENTERVILLE .� <br /> CAD FILE 260E94 -D _ -- -- -- k�va�d R. Green Company LAURIE LAMOTTE PARK CON3TAUC110N DETAILS a <br /> rE _.��. 3 <br /> CONSULTING ENGINEERS <br />