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<br />.......v.-~~--.-."".T~-.~: <br /> <br />.,---.- . <br /> <br />, ' <br />',' .. <br /> <br />, '.j."" <br /> <br />, , <br />',- ,-.' ,." . . <br />" ,; '"". " <br />., ~'. " <br />. ~.. . <br /> <br />" , <br />, <br /> <br />",_ ":. ".,.; .f,.- .', <br />.. " ." 1 <br />.,.'-. <br /> <br />" <br />.; ~ -' <br />, j .' 1 <br />" ' <br /> <br />. <br /> <br />,.' <br /> <br />I> . <br />... ';'. . ~" <br />, ' <br /> <br />6014 <br /> <br />", <br />- .~ " <br /> <br />" <br />": <br /> <br />" . " <br /> <br />c, ~ ~ . <br /> <br />-'.' <br /> <br />;-.' <br /> <br />" .;.,' <br /> <br />. , <br /> <br />p <br /> <br />N <br /> <br />o <br /> <br />M <br /> <br />L <br /> <br />H <br /> <br />, <br /> <br />K <br /> <br />B <br /> <br />E <br /> <br />F <br /> <br />G <br /> <br />J <br /> <br />'A <br /> <br />c. <br /> <br />o <br /> <br />NOTES: <br /> <br />GRA VEL TRAIL <br />SEE DETAIL A/12. <br /> <br />\' BACKFILL EDGE WITH GROUTED 12"-18" <br />, '. ' COBBLE. FINISH GRADE TO BE FLUSH' , <br />, ' , " ,WITH TRAIL EDGE (TYP). ' <br /> <br /> <br />,....0", " 00 <br />00 <br />'f O~ <br />SLOPE 10: 1 MAX. V' <br />.: '.:'.,: ,:'.' ,~ . 0 0 <br />. ..' . <br />. " . <br />'. :'.:' ."..."..... 20'-0 O{/ <br />:"":""".' 00 <br />. . . . <br />'. . - . I '. <br />. . .' .. <br />.. . '. <br />.' .. <br />.......:.:. :'oO{/O{/O{/O{/C:J{/O{/ <br />'0000000000000 <br /> <br />EXISTING <br />GRADE <br /> <br /> <br /> <br />10 <br /> <br />10 <br /> <br /> <br />\ <br />, <br />, <br />, <br /> <br />~ CONCRETE RAMP <br /> <br />~ .. I <br /> <br /> <br /> <br />MAX.~ <br />SLOPE \ <br /> <br /> <br />10 <br /> <br />, <br />, <br /> <br />I <br />11 <br /> <br />. '.' '.. <br /> <br />. '. <br /> <br />'. . <br /> <br />9 <br /> <br />.9 <br /> <br /> <br />NORMAL HIGH WATER <br /> <br />'{,'{\ V LOW FLOW (50CFS) <br />" ' , ~. LARGE GROUTED <br />20."":0 , \ '\(~~'~~ BOULDERS <br />------....1 \ " ., -------- <br />~ ' "\3\ '9/ ""- <br />\ 'i;.\, /.~~\:: _ "\ <br />'--~ ----.--"....- -~ - -- <br /> <br />SOUTH <br />PLA TTE <br />RIVER <br /> <br />ROCK GABION ~ <br />BASKETS <br /> <br />8 <br /> <br /> <br />8 <br /> <br /> <br /> <br />BOAT RAMP PROFILE <br /> <br />. . <br /> <br />PLAN- TYPICAL BOAT LANDING <br />,1/4"="-0 <br />GROUTED 12"-18" <br />ROUND COBBLE ~ <br /> <br />12'-0 "1\ \ MIN <br />~/7fj1[;J' <br />,~/ ;;-;:; ( !-' <br /> <br />7 <br /> <br />7 <br /> <br />EXISTING GROUND SURFACE-\ <br />\ <br /> <br />I" 2'-0 MIN, T <br /> <br /> <br />";"iiHO' ,'ii; <br />0" ..- ..--- <br />,':" ~.....-"" <br />.'-i~~" ~ \\\' ~ <br />.~~\ ,\/" <br />-\ \/0\//~ <br />... ........... \ \ <br /> <br /> <br />5' <br /> <br />..I <br /> <br />3/8"-3/4" CRUSHED AND COMPACTED <br />GRAVEL FINES TO BE APPROVED !BY <br />ENGINEER PRIOR TO CONSTRUCTION <br /> <br />----- <br /> <br /> <br /> <br /> <br />--k:' \ {\t r ' <br />1 ~ ';:: <br />-.~% - ~ ~ ~ (' '(."/" \ <br />/) J&j~~';' ~ ~Gt::;EgR SLOPE <br />~~~~,~.~,'V("/' NA.V,~\V' SEE DWGS 2 & 3 <br />,/, ;(x;<:..%f' . . COMPACTED OR <br />UNDISTURBED SUBGRADE <br /> <br />. .' <br /> <br />. '. <br /> <br />6 <br /> <br />6 <br /> <br />. <br />v <br /> <br /> <br />. <br /> <br />6" THICK (MIN.) CONCRETE. APPLY BROOM <br />FINISH PARALLEL TO SLOPE. SAW CUT 1/4" <br />JOINTS 1 1/4" DEEP EVERY 10'-0 ALONG RAMP. <br />ALL RAMPS TO HAVE A SCORED FINISH. <br /> <br />PREPARED SUBGRADE: COMPAC <br />ROADBASE OR USE ON-SITE GRAVEL <br />MATERIAL WHERE APPROVED BY <br />THE ENGINEER. OVER EXCAVATE <br />IF UNSTABLE SUB-SOILS ARE <br />ENCOUNTERED AND REPLACE WITH <br />SUITABLE FILL MATERIAL. COMPACT <br />ALL FILL AREAS TO 90% STANDARD <br />PROCTOR @ :t2% OPTIMUM. REMOVE <br />ALL TOPSOIL PRIOR TO SUBGRADE <br />PREPARATION. <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />----- <br /> <br />5 <br /> <br />5 <br /> <br />NOTES: <br />1. MAXIMUM GRADE = 5% <br />2. BENCH TRAIL INTO EXISTING CHANNEL <br />BANK. REVEGETA TE OR REPLACE <br />RIP RAP EXPOSED SLOPE AS DIRECTED <br /> <br />TYPICAL GRAVEL FINES TRAIL SECTION <br />DETAIL ~ <br />NO SCALE ~ <br /> <br />SECTION ~ <br />1/2"=1'-0 \2D <br /> <br />PLACE NATURAL 12"-18" DIA. <br />$MOOTH RIVER COBBLE AROUND <br />PERIMETER OF GABION BOAT <br />LANDING. SET COBBLE IN GROUT <br />AND FILL ALL VOIDS WITH GROUT <br />BETWEEN THE SLAB, COBBLES AND <br />BURIED RUBBLE. ALL EXPOSED <br />SURFACES OF COBBLE TO BE <br />COMPLETELY CLEAN OF GROUT <br /> <br /> <br />4 <br /> <br />4 <br /> <br />.2'-0 <br />MIN <br /> <br />12'-0 <br /> <br />~ <br />"0' <br />..... "";:",:.~' <br />,~~ ':~}:':~ ' <br />,:it <br /> <br />L '~I <br />L] <br />L j[ lr <br />I ~ <br /> <br /> <br />';;\}i;O~' .~, <br /> <br />...,', <br /> <br />t\ <br /> <br />9 I 1'-0 x 12'-0 GABION BASKETS <br />. ( FILLED WITH LARGE ROCK <br />C, 1 (8" DIA. MAX.) <br /> <br /> <br />'~ 2' -0 MIN. THICK LAYER <br />RIPRAP. <br /> <br />" <br /> <br /> <br />3 <br /> <br />3 <br /> <br /> <br />\ <br />11 Z <br />IL <br /> <br />) <br /> <br />2 <br /> <br />2 <br /> <br />N <br />~ <br />.0 <br />I <br />.1"') <br />en <br />en <br />If) <br />/ <br />I"') <br />en <br />en <br />If) <br /> <br />SECTION ~ <br />1/2"=1'-0 \2D <br /> <br />1 <br />rmrrn Brown and Caldwell <br />LIDl1DConsultants .'. <br />~ . ~ Den er, Colorado <br /> <br />1 <br /> <br />REVISIONS <br />DESCRIPTION <br /> <br />LINE IS 2 INCHES <br />A T FULL SIZE <br />(IF' NOT 2" -SCALE ACCORDINGLY) <br /> <br />3-4-92/SKT <br />3/5993-012 <br /> <br />ZONE REV. <br /> <br />BY DATE APP. <br /> <br />UNOIN AVENUE BOA TCHUTE <br /> <br />AS-BUILT <br /> <br />SKT 3-92 RAF <br /> <br />DRAWING NUMBER <br /> <br />5993 <br />'TOB <br />R,E & P INC <br />RAF <br /> <br />FILE <br />DRAWN <br />DESIGNED <br />CHECKED' <br />CHECKED <br /> <br /> <br />12 <br /> <br /> <br />'MICELLANEOUS SITE DETAILS <br /> <br />A [ <br /> <br />SHEET NUMBER <br /> <br />APPROVED: <br /> <br />. 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