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2023 THE COR PUBLIC INFRASTRUCTURE ANALYSIS <br />FEBRUARY 2023 <br />CITY OF RAMSEY, MINNESOTA <br />POND & LOT GRADING <br />U <br />0 <br />>- <br />0 <br />U <br />0 <br />0 <br />0 <br />L. <br />O <br />I I <br />CUT & FILL VOLUMES BASED ON <br />jF <br />TOPOGRAPHIC DRONE SURVEY & <br />J <br />CDC CC <br />z <br />z <br />2 J <br />w <br />w <br />0 w <br />000 <br />c.9 <br />Q <br />O o <br />>- <br />ao <br />z <br />2m <br />l0 <br />w II <br />00 u_ <br />d u_ <br />CUT & FILL VOLUMES BASED ON <br />TOPOGRAPHIC DRONE SURVEY & <br />PRELIMINARY STREET GRADES <br />ZEOLITE STREET & CENTER STREET <br />ASSUMED TO BE CURRENTLY AT DESIGN <br />w <br />0 <br />0 <br />----.. ..„ 11;;;Ir 4,., pit. t. <br />'.116 <br />t 111;r7 <br />. tr.' / ,.,.. <br />i ellik,/ Ar. ifr:,) lii. >- <br />1, • ,II II <br />8 3 §'§' <br />''fix Oo w W O4 dt: ,, (..) . <br />Q z <br />.�, NV <br />�► I u\ , R U <br />';SY Miqr <br />', ` I �h CO NV A:44 u.l <br />i OC# ti • 4 ii,- Ylks <br />r <br />IV- <br />glitaib <br />., <br />4014 iisiO <br />t <br />41P. ip 7. <br />lig: <br />&it <br />MN 133211S 2i31ND <br />RAMSEY PARKWAY FROM SUNWOOD DRIVE TO <br />CUT = 3,550 CU YD (EV) <br />FILL = 27,000 CU YD (CV) <br />WILLEMITE STREET & YOLITE STREET <br />300 CU YD <br />FILL = 74,000 CU YD <br />42IVn31l08 JNO2ilSW2N <br />b <br />iE <br />1P7, <br />L.,... <br />� <br />r <br />. ...4„,_. <br />• , • <br />I. -- I <br />_ . ..., <br />•dr. <br />0 .. <br />aft <br />• <br />>- 0 <br />0 <br />V W U U <br />0 W <br />O LIJ LC, <br />O W`N° <br />Z " II <br />D <br />U <br />TOTAL EARTHWORK BALANCE <br />CUT = 302,000 CU YD (LV) <br />FILL = 291,300 CU YD (LV) <br />AND 25% SHRINKAGE FOR MATERIAL BEING PLACED <br />(COMPACTED MATERIAL) <br />.41 <br />RAMSEY PARKWAY <br />n <br />OIL <br />THE COR ROADWAY IMPROVEMENTS <br />0 <br />z <br />w <br />w <br />PROPOSED REGIONAL STORMWATER POND <br />(THE COR PARKS, 2015) <br />POTENTIAL FILL AREAS <br />MN 1332i1S 311W311IM <br />>- <br />LU <br />V <br />MN1 <br />CUT = 250 C <br />SITE GRADING & WETLAND MITIGATION <br />ti <br />• <br />0 <br />�J= <br />CUT = 450 CU YD <br />FILL = 27,500 CU YD <br />err . <br />1•h, <br />ftJ._ <br />** PROJECT COSTS FOR SITE GRADING ALSO INCLUDE <br />0 <br />00 <br />z <br />0 <br />0 <br />0 <br />CC <br />LU <br />2 / <br />m <br />w <br />U- <br />CC <br />023 <br />z <br />0 <br />m <br />0 <br />J O O 000000 0000 00000 <br />< O O 000000 0000 00000 <br />H O O D Ln Lll Lll 0 O Ln l0 O up O Ol O l0 O <br />o r-I O h.- L!i N M 00 l0 al. N co' l0 Lr Lri 00 <br />dl L!i T -1 N N CYl il} N 00 <br />ih l0 -1 O 01 r-I N M c1 } cll N al <br />c-I L/) i/} <br />0 0>- 0 <br />D 00 0 <br />U N N <br />LL I— <br />0 <br />U u- <br />U <br />U <br />CC <br />DEWATERING & MUCK EXCAVATION <br />WETLAND MITIGATION <br />B (THE WATERFRONT) <br />0 0 0 0 0 Ln O 0 Ln 0 0 <br />N M, N LO <br />N N <br />Z Z <br />0 0 <br />H H <br />J > J I J; F- J <br />D J Q D J D J Q D J <br />U u_ O U u U li O U u <br />W W <br />Z <br />O U 0 <br />D <br />oc Q <br />Z °21 oZS <br />>-z z� <br />Q ocLLJ <br />U Z <br />z� <a <br />U 0 w <br />O w W w <br />0-0 0� <br />TOTAL PROJECT COST** <br />Wd ZZ:6Z:l £ZOZ/EZ/Z 2Mp'dO2ld 210D-8ZZ6ZN-JSIW\4£J\GVJ\8ZZ6ZZI2i0\SWV2A:H <br />