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• <br />FRONT VIEW <br />36" <br />18" <br />CTRS. <br />~iTYPICAL BAR <br />INSTALL ATIO <br />INLET OUTLET <br />~• <br />I• <br />1 •-0" <br />tt5 x /- a 12" CENTERS <br />EACH FACE PROJECTED <br />INTO WINGWALL 2'-0" MIN. <br />TOP OF <br />WINGWALL <br />--1 A I--~--{ 12" CTRS. If-1 A --- <br />TYPICALBAR LAYOUT FOR CONCRETE HEADWALLS <br />HEADWALL STA. TYPICAL <br />AND OFFSET TOP-VIEW <br />% ~~~ <br />- 16" HEADWALL DIMENSIONS HEADWALL OUAM771ES <br />24" Ba 24" Y= Ba <br />Ba+52" <br />/ / <br />~~ ~~ <br />/ / <br />RE-B <br />/ Foor <br />IN\TO <br />WINGWALL \ <br />CONNECTION <br />TOP VIEW <br /> CONCRETE STEEL® <br />Ba <br />in. % <br />ft.-in. A <br />in. y <br />ft.-in. B <br />in. cu.yd. ICs. <br />84 11-0 10 11-4 12 }.19 297 <br />7312" <br />36" <br />~- Ba + 4B" <br />FROM WINGWALL HEADWALL FOR THIN -WALL ROUND PIPE <br />CONTINUE <br />HEADWALL <br />APRON APRON <br />ttq x 2'-0" <br />1,-6" <br />PROJECT 1'-0" <br />HEADWALL <br />APRON CONNECTION <br /> <br />ENDS OF THIN-WALL PIPE <br />TYPICAL WALL 12°-- <br />403 <br />901 16' <br />4 "x9" 601 <br />BEVEL <br />' i 409 <br />402 <br />~'• • 404 Ba <br />i !~ <br />j i ' 'I 404 <br />I. <br />2 ~ V--{ '(---2" 1 TWO EACH T <br />402 <br />Var. y-4 <br />402 <br />II g -1 f g^'~ <br />401 402 <br />IEITi LAP MIN. <br />I <br />601 <br />403 904 <br />BAR BENDING <br />HEADWALL LOCATIONS <br />HEADWALL STA. HEADWALL <br />OFFSET FLOWLINE <br />ELEV. PIPE <br />DIA.(Bal TYPE <br />83+24.59 OUTLET 39.21 RT 6g 05.0 89" CSP <br />g4+12.17 INLET 18.22 RT 6815.0 84" LSP <br />GENERAL NOTES <br />1.CONCRETE SHALL BE CL A55 B. <br />2.HEADWALL SN ALL BE PERPENDICULAR TO THE CULVERT <br />3.FOR WINGWALL AND APRON DETAILS. SEE SHEET 2 <br />4.VOLUME OCCUPIED BY PIPE HAS BEEN DEDUCTED FROM <br />S.EXPOSEO CONCRETE CORNERS SHALL BE CHAMFERED 3~q" <br />6.ALL BARS SH ALI HAVE ~A 2" MINIMUM CLEARANCE. <br />o ADD 0.89 x X (LB.I FOR APRON CONNECTION. <br />~ RECEIVED <br />SUNRISR' L'NCINL'~~'RINCr, INC. =\f~\\"~~ '/// SYL NESTER GULCH MpR ~ 0 2006 <br />CONSULTING ENGJNEERS & LAND SURVEYORS s u N R I s E_ ~+ `' <br />ENGINEERING ACCESS ROAD <br />%n ~~ _ <br />12227 Sau[h Business Perk Dpi ve, Suite 220 TEL (BOIJ 523-0100 [iv C. ~ ~IVIf 06 <br />0 <br />Duper, Utah 84028 FAX (BOIJ 523-0990 HEADWALLS FO~ p/PE CULVERTS N <br />X <br />2" CL R. ALL AROUND. TYPICAL 1 <br />403 1 <br />B <br />00395 <br />07 05 ST-02 <br />T. S OZ OF 02 <br />