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K , r"'gipp,, <br />WEIGHT 400 LBS <br />TYPE "NI <br />01 <br />IL <br />3 l aa' <br />WEIGHT 440 LBS <br />TYPE "P" <br />PI I/2" G• CYRB BOX ADJUSTABLE <br />3"R 4' TO S" <br />is, 12' I " <br />P3' 0' <br />WEIGHT 450 LBS <br />TYPE "R" <br />WEIGHT 4 <br />TYPE "! <br />CONSTRUCTION NOTES <br />DETAILS RELATIVE TO THESE ITEMS SHALL CONFORM <br />TO THE PERTINENT REQUIREMENTS OF THE STANDARD <br />SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. <br />VARIATICNS IN DIMENSIONS AND DESIGN WILL BE <br />PERMISSABLE PROVIDING EQUIVALENT CAPACITY AND <br />STRENGTH ARE ATTAINED. <br />ADJUST CURB BOX FOR HEIG14TH AFTER CURB FORM 15 <br />IN PLACE. <br />INLETS ARE CALLEO-FOR ON THE PLANS AS "INLETS <br />1•N;INLETS 2-R"ETC,-4HE NUMERAL DESIGNATES THE <br />MASONRY PORTION OFTHE.STRUCTURE AND THE LETTER <br />DESIGNATES THE COVER TO BE USED THEREON - <br />INLET COV <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />RECOMMENDED FOR APPROVAL' <br />DATE - fl. j ]�. ^ <br />CONSTRUCTION ENGINEER <br />APPROVED <br />DATE1, 1T/..7�3 <br />STATE HIGHWPY ENGINEER <br />DRAWN LJO <br />CHECKED <br />