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ECCENTRIC SECTION 4' x 2 1/2' REQD. ~ 24" DIA. MANHOLE I RIN~E~~~ f8~RR W/ ADJUSTMENT RINGS, AS REQUIRED __ TO BRING COVER TO PROPER ____ GRADE, 3 MAXIMUM APPROVED CAST -IRON FRAME AND COVER ~J . . POL YPROPELEN E STEPS EXISTING GROUND OR...---;. PAVEMENT SURFACE <::....-- .. . . ... [teRm ING WITH MINIMUM RADIUS 2XPIPE DIAMETER MIN. MANHOLE DIA. 4' . . . JOINT SEALING COMPOUND TWO LAYERS OF BUILDING PAPER OR GEOTEXTILE FABRIC BETWEEN PIPE AND CONCRETE RING IF MANHOLE IS NOT LAID THROUGH, THEN GROUT MANHOLE BOTTOM TO CONFORM TO SLOPE AND ALIGNMENT OF FLOW LINE . FORM LEDGE ON BOTH . SIDES OF GROUNDWATER 4 FLOW LINE WITH . ~~I~~~A~P 6fS&JGEST PIPE DIA SLOPE TOP .OF LEDGES TOWARD 11 FLOW LINE. BOOT GASKET SYSTEM ~ NON-SHRINKING GROUT ON .. / MANHOLE WITH INSIDE OF RADIUS END OF UNDER DRAIN MAIN f!. ~.. NOTE: SEE UNDER DRAIN PROFILE FOR INVERT ELEVATIONS CLEANOUT LINE SHALL BE OF THE SAME DIAMETER AND MATERIAL AS MAIN LATERAL OR AS SPECIFIED. . . . ~ CONCRETE CRADLE TYPICAL MANHOLE D ET AI L NO SCALE , TERMINAL CLEANOUT DETAIL NO SCALE ~~~~~~/ ;: / )VO v 0 ovo I c;:! )0000000000 )0001"'-0 0000 ) 0 0 /;0 '" \) 0 12"~ OUTLET PIPE \ 0 r\ ; EXISTING PVC WATER PIPE WITH CRACK, BREAK, OR OTHER CAUSE FOR LEAK STAINLESS STEEL REPAIR CLAMPS WITH GASKET LUG BOLTS FOR -- TIGHTENING CLAMP . ()) '" '" '" fi -/l Ll '" z '" '" -I '1 '" / PIPE REPAIR DETAIL NO SCALE co co (\J REINFORCEQ CQNCR~TE HEADWALL( 4.5 X5X8 ') 2'iI~~7E(4~S WT}~Ll~~A8~e ~~M1EN BARS CENTER'L1NE TO CENTERLlNl) J , ~2,OO' ~ OUTLET WORKS TOP VIEW NO SCALE . _I 12"0 OUTLET PIPE TO BE GROUTED WITH NON- SHRINK GROUT u z ~ co (() co '" '" '" Ll !j '" '" '" ru co r- NOTE: BACKFILL SHALL BE COMPACTED NOT LESS THAN 90% OF ~TANDARD PR~CTOR DENSITY AASHTO T -99 OUTSIDE OF TRAVE ED WAYS AN 95% OF AASHTO T -99 IN TRAVELED WAYS. -"- SLOPE TRENCH WAL S AS NECESSARY TO PROTECT WORKERS '" ~ '" REINFORCED CONCRETE HEADWALL( 4.5'X5X8") STtliNLESS STEEL OUTLET GUARD 2'X2'X1/4" WITH 3" SPACING BET'NEEN BARS (CENTERLINE TO CENTERLINE) ,_r" /- ~o ~Q C::>Do~ , co co - '" ~j U H > rr w Ul co z ~ rr w uJ Z H co Z w. AS NECESSARY TO PROTECT WORKERS ~ ::0 ~ Z :i " / " / '" N Ll "" :::; :::> :::; z :::; / co co - '" '" '" L D. << . _'i) " :JC,'-~C~ ,.:=JC j( CJ (), :JC:,I:JC' ,',--:::Je C'," i~~ (1 _ -::,J C;, i~J C: _---_~J ( ,.j J(--). --:JC":~C~ ",::':-.:J( '.j C' ~C)I--__I() '-.::=") ( '__' J' '-.:) . '._J C-, CJ C) , _:1 c C:.J ;(), --:1 C.:> f:1C) '--:-_JC ( . 1/' \, ) ( ,I )/', . - 1 C , c' "ie' l( ,r J(\ --- c,,',.:J(J ')C' C) C~ C:'.., '~J C.:.' .:::'--::::1 C:;,::.J C' C,,'.jCJ ,)C>:~C) ('J ' .. (.") '-.~..'~) C j " ) C,'I 1.,J',.J(). ::JC--,(.JC) ,- _' C) ',.-~.J C> U C. C' JO ,'~:-Jr:,r~(~ C>' ;() , --:-:)C; "J( '-_--' ',Je) .~:'::'1C)i:.J C> )1-; "~---~IC>':'.J ,--;' C'" IC" C~ (-i J C> 1-" :1(> / ~) c ( c.> ,.-- I Ll '" EXISTING GROUND LEVEL (FRONT SIDE HEAD WORKS) Ul . ~ . > d . +- '" m m m - v o co - o 0 0 0 0 0 000 0 0 0 0 00000000000000000000000000 0 00000000000000000000000000 0 00000000000000000000000000 o 000 0 0 000 0 0 0 0 '" '" RIP-RAP AREA FROM HEADWALL TO ENTER LINE EXISTING DITCH I.D (T1 cD LD Oi C) m N '" " TI ELECT MATERIAL SPRING LINE BEDDING AND HAUNCHING MATERIAL TAMPED IN 4" LAYERS c> SELECT MATERIAL SPRING LINE BEDDING AND HAUNCHING MATERIAL TAMPED IN 4. LAYERS NOTE: SELECT MATERIAL AND BEDDING ARE SUBJECT TO OWNERS APPROVAL, SHALL NOT BE FROZEN AND SHALL ~5Um~~S~F O~U~t~ER LAJ'NGsEulfl~~P' SUBSTANCt.S. SEE TECHNICAL SPECIFICATIONS FOR BEDDING AND SELECT MATERIAL REQUIREMENTS. '" '" '" '" '" co '" (() Ll - J '" L\q '" 4 '" '" 4 '" '" '" '" '" '" N r- W W :r Ul -' ~ << r- L"J D ...- '" LD OJ - C) D ...- U) r- U W -, C) rr D- ...- ,~ ru , o u ...- '" C L ru ru c ~ '" C 'C>,-"JO ---.1" ".,4" ///1 NOTE: SELECT MATERIAL AND BEDDING ARE SUBJECT TO OWNERS APPROVAL, SHALL NOT BE FROZEN AND SHALL BE FREE OF LUMPS LARGE STONES, BOULDERS/- OR OTHER UNSUITABLE SUBSTANCt.S, SEE TECHNICAL SPECIFICATIONS FOR BEDDING AND SELECT MATERIAL REQUIREMENTS. NOTE: BACKFILL SHALL BE COMPACTED NOT LESS THAN 90% OF ~TANDARD PR~CTOR DENSITY AASHTO T -99 OUTSIDE / .. OF TRAV ED WAYS AN 95% OF / AASHTO T -99 IN TRAVELED WAYS./ / / L\ '" p '" '" 4 / OUTLET WORKS D ET AI L NO SCALE J // "-. '. TYPICAL TRENCH DETAIL PERFORATED PIPE NO SCALE TYPICAL TRENCH SOLID PIPE NO SCALE DETAIL DA VIS ENGINEERING SERVICE. INC. 516 SPRUCE STREET - f'. O. BOX I~ DEL NORTE. COLORADO 8113Z PHONE: (119) 651-3304 FAX' (119) 651.0111 1998 UNDER DRAIN PROJECT DETAIL SHEET CTD THIS DRAWING IS THE PROPERTY SHEET NO. OF DAVIS ENGINEERING SERVICE. 6 OF 6 INC., AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITH- SCAlE OUT WRllTEN APPROVAl OF DAVIS ENGINEERING SERVICE INC. AS NOTED CLIENT DATE TOWN 04 27 98 OF SAN LUIS PROJECT NO. D01852 DESIGNED CTD DRAWN REV. DATE CHECKED JAD APPROVED 8Y APVIJ. JAD .r.""......_,~"...'.....___._. ..~~..___.,