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Co <br />v <br />+ <br />M M <br />z Q <br />w N <br />w <br />N Z <br />W J <br />U) F <br />910 <br />900 <br />890 <br />0 <br />i <br />EX. WETLAND <br />iH0)3 - (HO)3 — (HO)3 INP. R/W (HO)3 <br />4040 BETHEL DR <br />(HO)3 <br />- (HO)3 (HO)3 - lHc. <br />CONST. LIMITS SNELLING AVENUE oM <br />- + <br />v <br />- Q z <br />38 39 1 `'40 41 42 43 <br />CONST. LIMITS <br />l7� � <br />INP. R/W <br />Q 1650 E VALENTINE RD <br />N �7; <br />n N <br />N oo <br />oo <br />> <br />� W <br />oo <br />W J <br />W N <br />� <br />W <br />N oo <br />N + <br />+ <br />M U <br />a > <br />0.50% <br />880 <br />E <br />60 <br />a n <br />„o <br />37+40 38+00 <br />U � <br />�~ E <br />a $ <br />w �n N NO DATE BY CKD I APPR <br />N� C:\SRF-PW\DMS81487\ 14320_CONSTOl.DWG: CONST-5 <br />■•� <br />•� <br />'• • <br />i <br />MVHS TRAIL / <br />�1 <br />1661 GLENVIEW CT 1653 GLENVIEW CT <br />00 00co <br />00 co <br />M ; <br />w <br />>w <br />200.00' V.C. <br />H.P. 39+69.93 <br />ELEV. 883.37 <br />PROPOSED LIP OF CURB PROFILE <br />MVHS TRAIL <br />M00 00 <br />M <br />00 00 <br />J J <br />W W <br />N � <br />M <br />Do ul <br />+ + <br />M � <br />> > <br />-0.05% <br />O <br />n'1 M <br />O � <br />o DD <br />+00 <br />v ; <br />w <br />>w <br />100.00, V.C. <br />L.P. 40+56.26 <br />ELEV. 883.33 <br />I <br />0 <br />1645 GLENVIEW CT <br />EXISTING GROUNDLINE <br />',--SEE DRAINAGE PLAN & TABULATION <br />FOR STORM SEWER MATERIALS, SIZES <br />AND CRITICAL GRADES & ELEVATIONS <br />39+00 40+00 41+00 <br />1 hereby certify lhot this pion, specificotion, or report STATE AID PROJECT NO. DRAWN BY <br />wos prepored by me or under my direct supervision and SEE RIGHT MMJ <br />that 1 om o duly Licensed Professionol Engineer under DESIGNED BY <br />the lows of the Stole of Minnesota. STATE PROJECT NO. MMJ <br />Print Nome: STEVEN B. PRUSAK <br />—5 � � COUNTY PROJECT N0. CHECKED BY <br />Dote 3/7/2023 License 111 47622 CITY PROJ. NO. PW-102 COMM. N0. 14320 <br />0.80% <br />1637 GLENVIEW CT <br />a <br />00 <br />W <br />J <br />W <br />00 <br />00 <br />7 <br />U <br />R. <br />.e <br />f <br />.•f <br />LEGEND <br />O <br />BITUMINOUS PATCHING MIXTURE <br />6" CONCRETE WALK <br />6" CONCRETE PAVEMENT <br />® <br />3" BITUMINOUS WALK <br />Q Q u4 <br />EXISTING SANITARY/STORM/WATER <br />NOTES: <br />C RELOCATE MAIL BOX SUPPORT <br />O FURNISH & INSTALL CASTING ASSEMBLY <br />PER CITY STD. PLT. 4000. SEE TABULATION <br />FOR PROPOSED RIM ELEVATION <br />GENERAL NOTES: <br />• APPROXIMATE SIDEWALK PLACEMENT LIMITS ARE <br />SHOWN IN THE PLANS, ACTUAL LIMITS TO BE <br />DETERMINED IN THE FIELD. <br />ALL CURB AND GUTTER TO BE B618 ON LAKE <br />VALENTINE ROAD. ALL CURB AND GUTTER TO BE <br />B624 ON SNELLING AVENUE. <br />PROPOSED OFFSETS, STATIONS AND ELEVATIONS <br />ARE TO FLOWLINE OF GUTTER, WHERE <br />APPLICABLE, AND DO NOT INCLUDE DRAINAGE <br />STRUCTURE SUMPS. <br />• SEE SHEETS 9 TO 14 FOR ADA CURB RAMP <br />STANDARD PLAN SHEETS. <br />880 X <br />0 25 50 <br />42+00 43+00 43+30 SCALE IN FEET <br />CITY OF ARDEN HILLS SHEET <br />SRF CONSTRUCTION PLAN & PROFILE — — 36 <br />MOUNDS VIEW HIGH SCHOOL TRAIL IMPROVEMENTS OF <br />SAP 187 108 004, SAP 187 020 025, SAP 062 676 007 80 <br />