Laserfiche WebLink
910 <br />900 <br />890 <br />/ <br />U <br />880 <br />E <br />«a <br />ao <br />31+25 <br />\�\ END CONSTRUCTION LEGEND <br />- - <br />SAP 1 87— 1 08-004 O BITUMINOUS PATCHING MIXTURE <br />BEGIN CONSTRUCTIONCONST. LIMITS EX. WETLAND O 6" CONCRETE WALK <br />SAP 187-020-025 6" CONCRETE PAVEMENT <br />IINP. R/W SAP 062-676-007 ® 3" BITUMINOUS WALK <br />MVHS TRAIL C 1�4 EXISTING SANITARY/STORM/WATER <br />STA — 35+62.14 �� -� O O <br />4040 BETHEL DR <br />1651 LAKE 1651 LAKE VALENTINE RD \ <br />VALENTINE RD \ <br />36 �� NOTES: <br />- - ' C RELOCATE MAIL BOX SUPPORT <br />'i O FURNISH & INSTALL CASTING ASSEMBLY <br />PER CITY STD. PLT. 4000. SEE TABULATION <br />�0 FOR PROPOSED RIM ELEVATION <br />LAKE VALENTINE RD MVHS TRAIL <br />33 34 Y <br />32 �, c w j, A, GENERAL NOTES: <br />Q APPROXIMATE SIDEWALK PLACEMENT LIMITS ARE <br />�� ti0 ti0 ` 2c SHOWN IN THE PLANS, ACTUAL LIMITS TO BE <br />y DETERMINED IN THE FIELD. <br />CONST. LIMITS L <br />ALL CURB AND GUTTER TO BE B618 ON LAKE <br />VALENTINE ROAD. ALL CURB AND GUTTER TO BE <br />� 8624 ON SNELLING AVENUE. <br />40 \ ' ` INP. R/W PROPOSED OFFSETS, STATIONS AND ELEVATIONS <br />ARE TO FLOWLINE OF GUTTER, WHERE <br />" RESUME CONSTRUCTION ` N� APPLICABLE, AND DO NOT INCLUDE DRAINAGE <br />3988 GLENVIEW AVE e ` ��x STRUCTURE SUMPS. <br />SAP 187-108-004 p. �6 <br />VALENTI1650 NE RD STA S SEE 0TRAIL 10.20 \ \ r`�S No • STANDARDSHEES 9 PLANTO 14 SHEETS. <br />ADA CURB RAMP <br />MVH <br />MVHS TRAIL <br />END CONSTRUCTION <br />SAP 187-108-004 <br />C. <br />ul <br />BEGIN CONSTRUCTION <br />GO <br />co <br />eq SAP 187-020-025 <br />oo SAP 062-676-007 <br />NO PROPOSED CONSTRUCTION FROM <br />J <br />` <br />J <br />w MVHS TRAIL <br />29+05.90 TO 34+10.20. PROFILE <br />w <br />STA — 35+62.14 <br />SHOWN IS FOR INFORMATION ONLY <br />M <br />N <br />N1 O <br />rn <br />M <br />n Go Cn <br />c0 <br />+ <br />Do oo <br />+ <br />+ C)N <br />p <br />N <br />u) <br />+ <br />N <br />M <br />l0 <br />wl <br />rp + of <br />p1 ^ of <br />00 <br />03 <br />U <br />j <br />- <br />U M' <br />II <br />> w <br />> <br />> a J <br />FL W <br />100.00' V.C. <br />100.00, V.C. <br />EXISTING GROUNDLINE <br />H.P. 35+89.89 <br />L.P. 37+05.82 <br />u) <br />N <br />ELEV. 882.97 <br />ELEV. 882.62 <br />M <br />--------------- --------------------------------------- <br />0.60% <br />—0.50%rl <br />RESUME CONSTRUCTION <br />SAP 187— 108-004 PROPOSED LIP OF CURB PROFILE LF�� <br />MVHS TRAIL <br />STA — 34+ 10.20 <br />32+00 33+00 34+00 35+00 36+00 <br />I 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 I om o duly Licensed Professionol Engineer under DESIGNED BY <br />the lows of the Stole of Minnesolo. STATE PROJECT NO. MMJ <br />Print Nome: STEVEN B. PRUSAK CHECKED BY ISRF <br />S� COUNTY PROJECT N0. <br />CKD APPR SBP <br />14320_CONST01.DWG: CONST-4 Dote 3/7/2023 License / 47622 CITY PROJ. NO. PW-TO2 COMM. NO. 14320 <br />•IQ <br />-le <br />880 <br />SEE DRAINAGE PLAN & TABULATION 0 25 50 <br />FOR STORM SEWER MATERIALS, SIZES <br />AND CRITICAL GRADES & ELEVATIONS SCALE IN FEET <br />37+00 37+40 <br />CITY OF ARDEN HILLS SHEET <br />CONSTRUCTION PLAN & PROFILE 35 <br />MOUNDS VIEW HIGH SCHOOL TRAIL IMPROVEMENTS OF <br />SAP 187-108-004, SAP 187-020-025. SAP 062-676-007 80 <br />