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10' <br />PERMANENT EASEMENT <br />33' <br />RIGHT OF WAY <br />155' 2 14.5' <br />VARIES <br />2.4 (u, <br />lM 1 1 B518 CONCRETE <br />CURB AND GUTTER <br />(TYP.) <br />VARIES TRAVEL LANE <br />29' <br />FI <br />14.5' <br />TRAVEL LANE <br />0.09 150 0.02 FT/FT 0.02 FT/FT <br />INSETA <br />33' <br />RIGHT OF WAY <br />DIARIES <br />n.61tthT <br />B618 CONCRETE <br />CURB AND GUTTER <br />(TYP) <br />15.5' <br />VARIES <br />1,c15��`1 <br />1 2q (Alcv <br />INSET A: REFERENCE NOTES: <br />15' TYPE SP 9.5 WEARING COURSE MIXTURE ISPWEA340C) <br />BFTUMINCUS MATERIAL FOR TACK COAT <br />2 0" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330C) <br />4' FULL DEPTH RECLAMATION OR z. <br />MOD_ CLASS 5 AGGREGATE BASE_ <br />SUB GRADE <br />10' <br />PERMANENT EASEMENT , <br />1 GRADE TO MATCH EXISTING GROUND_ ESTABLISH TURF USING A <br />MINIMUM OF 4' COMMON TOPSOIL BORROW AND SODDING TYPE <br />LAWN. SEE CITY PLATE NO. ERO-5 FOR COMMON TOPSOIL BORROW. <br />2, FULL DEPTH RECLAMATION MUST PASS CITY OF RAMSEY MODIFIED <br />CLASS 5 AGGREGATE BASE GRADATION_ <br />SEE CRY PLATE NO. STR-26. <br />CUL-DE-SACS WILL BE 100' DIAMETER FROM BACK -OF -CURB TO BACK -OF -CURB <br />0111 CITY OE SEY <br />75 suRIVIOA DRIVE <br />ROMP�Iu,,.'e r63l <br />TYPICAL SECTION <br />FIGURE 2 <br />TYPICAL SECTION - PROPOSED IMPROVEMENTS <br />NOTE: NOT TO SCALE <br />STANHOPE TERRACE RECONSTRUCTION <br />CITY PROJECT NO.16-00 crrr OF LAMS, E <br />Feasibility Report <br />Stanhope Terrace Reconstructions <br />City of Ramsey Project No. 18-00 <br />