7.2. SR 02-18-1997 - Laserfiche WebLink

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~dRE MESH R~INFORCEMI~NT --~ /-GJ~O1DCnLE FABRIC POST ~ACING--SEE NO'IE ~./ FABRIC ANCHORAGE TRENCH ~ ,J~FF BACKFILL WITH TAMPI~ ' mRr.C'~O~ OF ~,1 1 II NOTE: SILT FENCE DETAIL 1, SILT FENCES CONS~JCTED WI~'I SUPPORT FENCES, POSTS ~'-IALL BE SPACED AT 10' OR L~SS, AND DRIVEN AT LEAST 2' INTO ~-IF GROUND. 2. SiLT FENCES CONSTRUC1~:D ~ITHOUT SUPPORT FENCES, POST SHALL BE SPACED AT 4' OR LESS, AND DRIVEN AT LEAST 3' INTO 1HE GROUND. /-BALES PLACED ON ~NE OR WIRE -~ ~EDOE, BUTIED TIG~T_~.. A ,_,,,X, , .~,,, /,. PO~T A MUST BE '~X ..... _ .................. ~"3' EARTH FILLrl STD. 1.33 LBS. PER FT. n \ , II METAL FENCE POST - 6' LONg I \ ~/~[ F---- SHow /I t--- s~ow \ r'"T"~ll ~CE ~11 FENCE x~, I ~tl IBau~u~tcHcH[~I I I jl ¥'"~'2' I I r"L_ 4~ I 75' l~"~"" '~mw"Immal r/-~-r- STAKE d II · o~ I s_o~J STAKE ~ JJ t BALE HAY 0~ STRAW DITCH CHECK TO BE U~ED V4'~l SNOWFENC;: AT LOCA'noN$ AS SHOWN ON PLAN ALSO TO Br' USED MTH OR Y4THOUT SNOW FENC~ AT OTHER LOCATIONS AS DIRECTEO BY 'tl-IE EH~INEER. EROSION CONTROL DETAIL REMO~: CAP SCREWS FROM CURB BOX WI-IEN CONCRE~ HAS 36 1/2" _ JJ 35 1//4' CURB BOX AD.~ISTABLE 6" TO 9' -1 7/8' ~ 6' ~ I F6]~ 173/4', J~[l~'~ · '. ~'T CASTINGS SHALL BE NEENAH R-3067-V OR EOJAL (NEENAH R-1735-TYPE F ORATE OUT OF CURB) STANDARD INLET CASTING GROU1EO IN Pt-AC[ - 2' CONCRETE ADJUSTING RINGS - MINIMUM 2 RINGS MAXIMUM 6 STANDARD SECTION A-A PRECAST ECCENTRIC CONE PRECAST CONCRET[ -- 'IHI$ AREA MAY BE PRECAST OR BLOC~ MANHO~ FLOOR SHALL BE SLOPED TO PROVIDE SMOOTH .- FLOW FROM INLET TO CULET. TYPE II OR EQUAL 1-1/2' 2331, ~ ¢1A ~F_AR llUMe4OU~ TA~< COAT 1-1/2" /331. TY~ 31B ~J~ SUBGRADE CONDITIONS * SlL*IY SA,NOS _ _ _ 1-1/2" 25~1, ~ 41A ~ BI1UMI~3U5 TAO( CO~T 1-1/2' 2331, TYP[ 310 BASE: SUBGRADE OONDI~ONS * 1' SAND SUBBA~ O~R SILLY SAHDS PAVEMENT THICKNESS DESIGNS REFLECT UGHT DUTY LOADS. REFER TO AET 1~96-2561 FOR HEAVY DUTY LOADS. REFER TO AMERICAN ENGINEERING TES~NG, INC, EVALUATION FOR PROPOSED UQUOR STORE-EVANS ST. NW, NEAR 193RD AVENUE ELK RIVER, MN. AET JO~ N0:96-256~, DECEMBER 11, 1996 STANDARD MANHOLE TYPICAL PAVEMENT SECTION CA$~NG EQUAL ~ ADJL;TING RINGS - MINIt 2 RINGS -- -?. ', ~ ':.: MAXIMUM 6 RINOS d ~ WALLS · BE CONSTRUCTED ._ ~ OF PRECAST SECtiONS OR (j CONC. SI WEE BLOCK. · . VARIABLE c BLOCK SHALL BE PLAS1ERED t I I I IiI~ = ~ · '~ -" .' ~:'} * ;.',~ OFFSET STEPS AROUND PIPE. MA~MUM DISTANCE FROM FLOOR TO BOTTOM SI~P - 16' MANHOLE FLOOR SHALL BE SLOPED TO PROVIDE ~aOOTH FLOW FROM INLET TO OUTI. ET. CONCRETE SLAB - CRETEX TYPE It O~ EC~JAL- NO1E: TH~ TYPE:MANHOLE SHALL BE USED WHEN SPECIFIED OR VI HEN THE MANHOLE OEPTH IS LESS THAN EIGHTFEET. SLAB TOP MANHOLE NO1T_: ORANULAR BEOOING ALL COSTS OF [XCAVA~ON BELOW GRADE AND PLACEMENT OF GRANULAR BE:DOING SHALL BE INCLUOEO IN THE BID PRICES FOR PIPE II~*MS. CLASS B PIPE BEDDING WIDTH OF WN-K ~ 4.'-0' MIN. A-----J FACE OF CURB ROUND ALL SLOPED INTERSECTIONS ~ APPROX. 10:. 1 SLOPE 14'-0' I~(FOR B616 QURB & GU'ITER) J J EXPOSED AGGREGATE-'"A CURB AND I SECTION A-A (~) SURFACE TREAIMENT - AFTER NORMAL CONCRE~ FINISHING, EMBED AGG$IEGAT[, MEETING THE REQUIREMENTS OF SPEC.3137 CA 70 MOOIFIED TO 100~ OF THE MATERIAL 1/2" TO 3/B' IN SIZE, IN THE GREE~ CONCRETE.1HE EMBEDDED AGGREGATE SHALLPROIRUDE AT LE. AST 3/16' ABO~E:THE CONCRETE SUEFACE. THE ~ AGGREGATE MAY BE UGH~.Y I~NSEO TOWASH MORTAR OFF OF IT. PEDESTRIAN CURB RAMPS SUITADLE MA"~AL i ~-.- NATIJRAL GROUND THE BOTTOM OF THE ~ENCH SHALL BE SHAPE~ TO RT THE PIPE BARREL FOR AT I.[A~T ~ OF THE QUI~IDE DIAME"II[R. THE REMAINDER OF THE PIPE IS SURROUNDED TO A HEIGHT OF AT LEAST 6" ABOVE ITS TOP BY SELECT FILL MATERIALS. PLACED BY HAND TOOLS AND COMPACTED TO COMPLE~3.Y RII ALL S~ACES UNDER ANO ADJACENT TO ~ PI~ NOTE~ ALL COSTS OF EXCAVATION BELOW AND PLACEMENT OF GRANULAR BEDOINO SHALL BE INCLUO[D IN THE BID PRICES FOR PIPE rl~. CLASS C PIPE BEDDING B612 CONCRETE CURB AND GUTTER (LO~'~O~W.~. SECnON) TRENCH DRAIN