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10.d1 2026 Street Improvement Project - Approve Plans, Specs, and Authorize Ad for Bid 14727 209 th St. N., Scandia, Minnesota 55073 Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com May 19, 2026 Honorable Mayor and City Council 14727 209th Street N Scandia, MN 55073 Re: 2026 Street Improvement Project Request to Approve Plans, Specifications and Authorize Ad for Bid Dear Mayor and Council: As part of the pavement management plan and in coordination with City Staff, we request that the City Council approve the plans and specifications and authorize advertisement for bid for the 2026 Street Improvement Project. The scope of this project was determined upon completion of preliminary topo survey and discussions with City Staff and has been refined through coordination with residents which remains on going. The project scope will include the following: • Reconstructing the road to a minimum width of 14 ft. • Constructing a retaining wall along the bluff that will allow the roadway to shift East. • Adding a B412 concrete curb and guardrail along the East side of the road for safety. • Adding storm sewer pipe and structures as needed to effectively drain and treat water. This project will be crucial for the City of Scandia to continue providing access for emergency vehicles to the increasing number of year-round residential homes accessed by 197th Street. The City budgeted a total of $870,000.00 for this project. This project required topo survey, soil boring collection, and wetland delineations. The extents of the project are shown on the attached plan set. The anticipated project schedule is as follows: Approve Plans & Specifications/Authorize Ad for Bid May 19, 2026 Bid Opening July 15, 2026 Consider Contract Award at City Council Meeting July 21, 2026 Construction September - November 2026 Please do not hesitate to contact me with any questions regarding this project at 651-308-1491. Sincerely, Isiah Bubany, P.E. Project Engineer Enclosures: Bid Plan Set M A Y B E R R Y T R A I L N MA X W I L L A V E N OLI N D A T R A I L STATE HWY 97 O A K H I L L R D N C O R D 5 2 ST . C R O I X R I V E R CS A H 3 220th ST N RA I L R O A D RA I L R O A D LAKE GOOSE LAKE FISH B A Y M A R I N E LAKE LONG LAKE HAY LAKE SAND LA K E AL I C E SCANDIA TR NSCANDIA TR N STATE HWY 97 ME A D O W B R O O K A V E N OAKHILL R D N NO L A N A V E N OR E N R D N OL D F I E L D A V E N ST . C R O I X T R N OAK H I L L R D N OX B O R O A V E N 202nd ST N OR W E L L A V E N 197th ST ORW E L L CT O L D M A R I N E OL I N D A T R N CS A H 3 188t h S T N NE W G A T E A V E N 185th ST NOA K G R E E N AV E N CSA H 3 OL D M A R I N E T R N QU A N T A V E N ME A D O W B R O O K A V E . N . ST N 195th ST N 209TH CITY HALL PO M R O Y A V E N PE A B O D Y TR N RD N OZ A R K A V E 199th ST N NO V A K A V E . N . PE N R O S E AV E N U E N 215th ST N PE N N F I E L D AV E N P A R R I S H R O A D N . OLI N D A L N N 209th ST N O D E L L MEADOWBROOK CIR ODE L L C T N E W B E R R Y A V E OZARK CT 209TH S T N OR E N 213th 214thOLAN D AVE OL G I L V I E A V E N 223rd ST N PE R K I N S AV E N 209th ST NQU A D R A N T AV E N Q U A L I T Y T R N 20 5 t h C T N 197th ST N OX B O R O L N OST R U M PAR K V I E W A V E 1 9 7 t h AV E N OXBORO CIR QU I N E L L A V E N QU A R R Y A V E N ST N OAK H I L L CT. N . NEWBERRY CT TR N 205t h ST N LAK A M A G A TRAIL N MEADOWRIDGE CIR N MEADOWRIDGE LANE CIR N MEADOWRIDGE TRAIL N 197th ST N ST . C R O I X T R N NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL “D”. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED “STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES.” PROJECT DATUM: HORIZONTAL: WASHINGTON COUNTY COORDINATE SYSTEM (NAD83 1986 ADJ) VERTICAL: NAVD88 PROJECT LIMITS CITY HALL MAP LEGEND CONTRACTOR: OBSERVER: DATE: MNDOT 8212 F RESOURCE LIST CITY OF SCANDIA, MN City Hall 14727 209th Street N Scandia, MN 55073 City Administrator: Kyle Morell Mayor: Steve Kronmiller City Council Members: Michael Lubke Jerry Cusick Jim Gribble Kirsten Libby City Engineer: (Consultant) Ryan Goodman P.E. Bolton & Menk, Inc. Public Works Director: Charles Fischer SHEET NUMBER SHEET TITLE GENERAL G0.01 - G0.02 TITLE SHEET & LEGEND G1.01 STATEMENT OF ESTIMATED QUANTITIES G2.01 LOCATION PLAN CIVIL C0.01 EXISTING CONDITIONS & REMOVALS PLAN C1.01 - C1.17 TYPICAL SECTIONS, STANDARD DETAILS, & MNDOT STANDARD PLANS C2.01 EROSION CONTROL PLAN, SWPPP C5.01 STORM SEWER PLAN & PROFILE C6.01 - C6.02 STREET PLAN & PROFILE, INTERSECTION DETAILS C6.03 RETAINING WALL PLAN & PROFILE C7.01 TRAFFIC CONTROL PLAN C8.01 - C8.11 CROSS SECTIONS THIS PLAN SET CONTAINS 40 SHEETS. FEETSCALE 0 40002000 RECORD DRAWING INFORMATION STREET RECONSTRUCTION, STORM SEWER IMPROVEMENTS, AND MODULAR BLOCK WALL CONSTRUCTION BM=1031.402 MAP OF THE CITY OF SCANDIA WASHINGTON COUNTY, MN CITY OF SCANDIA CONSTRUCTION PLANS FOR 2026 STREET IMPROVEMENT PROJECT 197TH STREET MAY, 2026 R SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 G 0 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 6 : 0 8 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R G0.01GENERAL TITLE SHEET PROJECT LOCATION CONCRETE GRAVEL HATCH PATTERNS GRADING INFORMATION 952 950 952 950 1:4 BITUMINOUS F F F F E E E E G G G GXXXXXX STORM SEWER RECTANGULAR CASTING STORM SEWER CIRCULAR CASTING STORM SEWER FLARED END / APRON CURB BOX FIRE HYDRANT MANHOLE WATER REDUCER WATER BEND PROPOSED TOPOGRAPHIC SYMBOLS CLEANOUT LIFT STATION RIP RAP OE OE OE OE C C C C DRAINAGE FLOW ABBREVIATIONS A ALGEBRAIC DIFFERENCE ADJ ADJUST ALT ALTERNATE B-B BACK TO BACK BIT BITUMINOUS BLDG BUILDING BMP BEST MANAGEMENT PRACTICE BR BEGIN RADIUS BV BUTTERFLY VALVE CB CATCH BASIN C&G CURB AND GUTTER CIP CAST IRON PIPE CIPP CURED-IN-PLACE PIPE CL CENTER LINE CL.CLASS CLVT CULVERT CMP CORRUGATED METAL PIPE C.O.CHANGE ORDER COMM COMMUNICATION CON CONCRETE CSP CORRUGATED STEEL PIPE DIA DIAMETER DIP DUCTILE IRON PIPE DWY DRIVEWAY E EXTERNAL CURVE DISTANCE ELEC ELECTRIC ELEV ELEVATION EOF EMERGENCY OVERFLOW ER END RADIUS ESMT EASEMENT EX EXISTING FES FLARED END SECTION F-F FACE TO FACE FF FINISHED FLOOR F&I FURNISH AND INSTALL FM FORCEMAIN FO FIBER OPTIC F.O.FIELD ORDER GRAN GRANULAR GRAV GRAVEL GU GUTTER GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE HP HIGH POINT HWL HIGH WATER LEVEL HYD HYDRANT I INVERT K CURVE COEFFICIENT L LENGTH LO LOWEST OPENING LP LOW POINT LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM MR MID RADIUS NIC NOT IN CONTRACT NMC NON-METALLIC CONDUIT NTS NOT TO SCALE NWL NORMAL WATER LEVEL OHW ORDINARY HIGH WATER LEVEL PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PE PERMANENT EASEMENT PED PEDESTRIAN, PEDESTAL PERF PERFORATED PIPE PERM PERMANENT PI POINT OF INTERSECTION PL PROPERTY LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT R RADIUS R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RET RETAINING RSC RIGID STEEL CONDUIT RT RIGHT SAN SANITARY SEWER SCH SCHEDULE SERV SERVICE SHLD SHOULDER STA STATION STD STANDARD STM STORM SEWER TC TOP OF CURB TE TEMPORARY EASEMENT TEMP TEMPORARY TNH TOP NUT HYDRANT TP TOP OF PIPE TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERTICAL VPC VERTICAL POINT OF CURVE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENT WM WATERMAIN AC ACRES CF CUBIC FEET CV COMPACTED VOLUME CY CUBIC YARD EA EACH EV EXCAVATED VOLUME LB POUND LF LINEAR FEET LS LUMP SUM LV LOOSE VOLUME SF SQUARE FEET SV STOCKPILE VOLUME SY SQUARE YARD UNDERGROUND FIBER OPTIC UNDERGROUND ELECTRIC UNDERGROUND GAS UNDERGROUND COMMUNICATION OVERHEAD ELECTRIC OVERHEAD COMMUNICATION OVERHEAD UTILITY 953.53 EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED GRADING LIMITS / SLOPE LIMITS PROJECT LIMITS PROPOSED SPOT ELEVATION RISE:RUN (SLOPE) OC OC OC OC OU OU OU OU STORM SEWER OUTLET STRUCTURE STORM SEWER OVERFLOW STRUCTURE STA:5+67.19 980.87 NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". UTILITIES IDENTIFIED WITH A QUALITY LEVEL : LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22. UTILITY QUALITY LEVELS: QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, CONSTRUCTION PLANS, ETC. QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND-HOLES, UTILITY VALVES AND METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND PROFILE INFORMATION. G-A G-A EXISTING UTILITY LINES l l l l l l l l l l >>>>> >>>>>>>>>>>>>>>>>>>> >>>>>>>> l l l l l l l l l l l l l l l l l l PROPOSED UTILITY LINES >>>>> >>>>>>>>>>>> BENCHMARK LOCATION MONUMENT FOUND CAST IRON MONUMENT CONTROL POINT SURVEY LINES o o o CONTROLLED ACCESS BOUNDARY CENTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE EXISTING LOT LINE PROPOSED LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY SETBACK LINE SECTION LINE BUSH LINE TREE LINE GUARD RAIL FENCE-DECORATIVE FENCE RETAINING WALL WATER SERVICE WATERMAIN STORM SEWER DRAIN TILE STORM SEWER SANITARY SERVICE SANITARY SEWER FORCEMAIN PIPE CASING WATER SERVICE WATERMAIN STORM SEWER DRAIN TILE STORM SEWER SANITARY SERVICE SANITARY SEWER FORCEMAIN WATER TEE WATER CROSS WATER SLEEVE WATER CAP / PLUG WATER VALVE EXISTING TOPOGRAPHIC LINES QUARTER LINE SIXTEENTH LINE TRAFFIC SIGNS TEMPORARY EASEMENT STONE MONUMENT TRENCHLESS PIPE (PLAN VIEW) TRENCHLESS PIPE (PROFILE VIEW) EXISTING TOPOGRAPHIC SYMBOLS EXISTING PRIVATE UTILITY LINES BENCH BUSH CATCH BASIN CIRCULAR CASTING CURB STOP CATCH BASIN RECTANGULAR CASTING SIGNAL CONTROL CABINET CLEAN OUT DRINKING FOUNTAIN FLARED END / APRON FLAG POLE FUEL PUMP GRILL HANDICAP SPACE HANDHOLE FIRE HYDRANT MAILBOX MANHOLE-HEAT MANHOLE-ELECTRIC MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATION MANHOLE-UTILITY PEDESTRIAN PUSH BUTTON PEDESTAL-ELECTRIC PEDESTAL-COMMUNICATION VALVE POST INDICATOR PARKING METER LIGHT POLE POLE-UTILITY POST PICNIC TABLE RAILROAD SIGNAL POLE REGULATION STATION GAS TREE-DECIDUOUS SATELLITE DISH SIGN TRAFFIC WATER SPIGOT IRRIGATION SPRINKLER HEAD IRRIGATION VALVE BOX TREE STUMP TELEPHONE BOOTH TRANSFORMER-ELECTRIC TREE-DEAD TRASH CAN TRAFFIC SIGNAL VALVE WETLAND WELL TREE-CONIFEROUS GUY WIRE ANCHOR LIFT STATION LIFT STATION CONTROL PANEL MANHOLE-WATER BASKETBALL POST CULVERT END SOIL BORING TRAFFIC ARM BARRIER VENT PIPE TILE INLET TILE RISER SIREN DRIVE-THRU MICROPHONE METER ACCESS GRATE FILL PIPE DOWN SPOUT BIRD FEEDER ANTENNA AIR CONDITION UNIT UTILITY MARKER VALVE VAULT WET WELL YARD HYDRANTY BARRICADE PERMANENT TILE OUTLET SURVEY SYMBOLS PAVEMENT MARKING AUTO SPRINKLER CONNECTION WETLAND DELINEATED MARKER BOLLARD VAULT WW ELECTRIC CAR CHARGE STATIONEV H F CLVT CO B B AC CP L C E G H U S D W MANHOLE-RECLAIMED WATERW M C E P Y WW WS V V U TRASH TILE G RECLAIMED WATER |||||||||||| >>>>>> >>>>>>>>>>>> l l l l l l l l l l l l l l l l l l >>>>>>>>>> >>>>>>>>>>>>>>>>>>>> WR WR WR WR WR WR SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 G 0 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 6 : 1 4 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R G0.02GENERAL LEGEND STATEMENT OF ESTIMATED QUANTITIES ITEM NO.BMI SPEC NO.ITEM UNIT TOTAL QUANTITY SCHEDULE 1: STREET IMPROVEMENTS 1 01 71 13 MOBILIZATION LUMP SUM 1 2 31 11 00 CLEARING AND GRUBBING LUMP SUM 1 3 02 41 13 REMOVE SIGN EACH 1 4 02 41 13 SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 36 5 32 01 16.13 MILL BITUMINOUS PAVEMENT (4.0") (P)SQ YD 1340 6 31 20 00 SUBGRADE EXCAVATION (EV)CU YD 60 7 31 20 00 ROCK EXCAVATION (EV)CU YD 80 8 31 20 00 COMMON EXCAVATION (EV) (P)CU YD 510 9 31 20 00 COMMON EMBANKMENT (CV) (P)CU YD 80 10 32 15 00 AGGREGATE SURFACING, CLASS 2 TON 90 11 32 11 23 AGGREGATE BASE, CLASS 5 TON 70 12 32 11 23 TOLERANCE AGGREGATE BASE SY 2110 13 32 12 00 BITUMINOUS PATCH SPECIAL SQ YD 50 14 32 12 00 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TON 200 15 32 12 00 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 340 16 32 12 00 BITUMINOUS MATERIAL FOR TACK COAT GAL 150 17 32 16 14 B412 CONCRETE CURB & GUTTER LIN FT 270 18 32 16 23.13 6" CONCRETE PEDESTRIAN RAMP SQ FT 110 19 32 16 23.13 TRUNCATED DOMES SQ FT 32 20 32 33 00 CORTEN W-BEAM GUARDRAIL LIN FT 320 21 32 33 00 END TREATMENT TERMINAL EACH 2 22 31 20 00 DITCHING LIN FT 250 23 33 42 00 2'X3' CB EACH 1 24 33 42 00 48" DIA. CBMH W/3' SUMP EACH 1 25 33 42 00 15" RC PIPE LIN FT 16 26 33 42 00 15" RC PIPE APRON EACH 1 27 33 42 00 18" RC PIPE LIN FT 32 28 33 42 00 18" RC PIPE APRON EACH 3 29 01 55 26 TRAFFIC CONTROL LUMP SUM 1 30 01 57 13 STABILIZED CONSTRUCTION EXIT EACH 1 31 01 57 13 SILT FENCE TYPE MACHINE SLICED LIN FT 1010 32 01 57 13 BIOLOGS LIN FT 220 33 01 57 13 STORM DRAIN INLET PROTECTION EACH 4 34 31 37 00 RIPRAP CL 3 CU YD 12 35 32 91 19.13 COMMON TOPSOIL BORROW CU YD 100 36 32 92 00 TURF RESTORATION (SEED MIX 25-131 AND TRM CAT 70)SQ YD 320 37 32 92 00 TURF RESTORATION (SEED MIXT 25-131 AND BLANKET CAT 20)SQ YD 740 STATEMENT OF ESTIMATED QUANTITIES ITEM NO.BMI SPEC NO.ITEM UNIT TOTAL QUANTITY SCHEDULE 2: RETAINING WALL 38 32 32 19 PRECAST MODULAR BLOCK WALL SQ FT 2874 39 31 20 00 ROCK EXCAVATION (EV)CU YD 225 40 31 20 00 COMMON EXCAVATION (EV) (P)CU YD 625 41 32 32 19 GRANULAR BACKFILL CU YD 480 42 32 32 19 CONCRETE LEVELING PAD CY 94 43 32 32 19 6" CORRUGATED DRAINAGE PIPE LIN FT 280 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 G 1 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 6 : 2 5 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R G1.01GENERAL STATEMENT OF ESTIMATED QUANTITIES >> >> >> >> >> P B OU X X XXXXXXXXXXXXXXXXXXXX OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U O U O U OU OU O U OU OU OU OU D OU OU OU OU OU OU OU OU OU OU OU OU OU F - D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F - D F - D F - D F- D F - D F - D F-D F- D F- D F- D F- D F- D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F - D F - D F - D F - D F - D F - D F-D F- D F- D F- D F- D F- D F-D F-D F-D F-D F - D F- D F- D F-D F-D F-D F-D F - D F - D F - D F - D F - D F - D F - D F - D F - D F-DF-DF-DF-D F - D F- D F - D F - D F - D F - D F - D F- D F - D F - D F- D F- D F- D F- D EX STMH - 3 EX CBBH - 4 EX STMH - 2 EX FES - 1 FES - 4 FES - 3 FES - 2 FES - 1 S t . C r o i x T r a i l N ( T H 9 5 ) 197th Street CBMH - 6 FES - 5 13+09.27 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7 + 0 0 8 + 0 0 9 + 0 0 1 0 + 0 0 11+ 0 0 12+00 13+00 16901 19707 16940 16950 16960 16970 16930 16963 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 G 2 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 6 : 4 8 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R G2.01GENERAL LOCATION PLAN FEETSCALE 0 50 100 HORZ. R >> >> >> >> >> >> P B OU OU OU X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U OU OU OU OU OU OU OU OU OU F - D F- D F- D F- D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F- D F- D F- D F - D F - D F - D F - D F - D F - D F - D F - D F - D F - D F- D F- D F- D F - D F - D F - D F - D F - D F - D F - D F - D F - D 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7 + 0 0 S t . C r o i x T r a i l N ( T H 9 5 ) 16901 SAW CUT BITUMINOUS PAVEMENT - 20 LF (FULL DEPTH) SAW CUT BITUMINOUS PAVEMENT - 8 LF (FULL DEPTH) SAW CUT BITUMINOUS PAVEMENT - 8 LF (FULL DEPTH) REMOVE SIGN - 1 EA PROTECT SIGN (INCIDENTAL) PROTECT SIGNS (INCIDENTAL) >> > > > > > > > > B X X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU >> >> >> OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U O U O U OU OU OU OU OU OU O U O U O U F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F- D F- D F - D F-D F-D F-D F-D F-D F-D F-D F- D F- D F-D F-D F-D F-D F-D F-D F-D F-D 13+09.27 5+0 0 6+00 7+0 0 8+0 0 9+00 10+00 11+00 12+ 0 0 13+ 0 0 16940 REMOVE SEWER PIPE (STORM) - 30 LF REMOVE SEWER PIPE (STORM) - 28 LF REMOVE TREE (TYP) RELOCATE POLE (BY OTHERS) PRO T E C T S I G N (IN C I D E N T A L ) SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 0 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 7 : 0 4 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C0.01EXISTING CONDITIONS & REMOVALS PLAN 197TH STREET FEETSCALE 0 25 50 HORZ. R R 197th Street NOTES: 1.THE EXACT REMOVAL LIMITS OF DRIVEWAYS AND BITUMINOUS PAVEMENT WILL BE DETERMINED IN THE FIELD. ALL REMOVAL LIMIT EDGES SHALL BE CUT PRIOR TO FINAL REMOVAL. 2.ALL CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY REMOVALS. 3.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR REMOVAL. DAMAGED ITEMS SHALL BE REPLACED UNLESS REPAIRS ARE APPROVED BY THE ENGINEER. 4.ALL ADJACENT BITUMINOUS SURFACES SHALL BE CLEANLY SAW CUT (FULL DEPTH) PRIOR TO REMOVAL. ADDITIONAL REMOVALS AND SAW CUTTING AS A RESULT OF THE CONTRACTOR'S FAILURE TO PROTECT THE SURFACES SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE. REMOVALS LEGEND REMOVE GRAVEL SURFACING CLEARING AND GRUBBING SAW CUT BITUMINOUS PAVEMENT REMOVE TREE/STUMP MILL BITUMINOUS PAVEMENT SEE BELOW SE E A B O V E ROW VARIES 9' LANE 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) [SPWEA330C] 2.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) [SPWEB330C] 5"-10" EXISTING AGGREGATE BASE BITUMINOUS TACK COAT 9' LANE 2.0% ℄ EXISTING BLVD DESIGN 1' - 2' EXISTING AGGREGATE SHOULDER DETAIL A: MILL & OVERLAY (4") 197TH STREET STA. 0+00.00 TO 6+00.00 2.0% ROW VARIES 7' LANE 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) [SPWEA330C] 2.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) [SPWEB330C] 8" AGGREGATE BASE CLASS 5 (100% CRUSHED) BITUMINOUS TACK COAT 7' LANE ℄ EXISTING BLVD DESIGN 1' - 2' AGGREGATE SHOULDERING, CLASS 2 DETAIL B: FULL STREET RECONSTRUCTION 197TH STREET STA. 6+00.00 TO 6+75.00 AND 9+39.00 TO 11+24.64 *VARIES *VARIES ROW VARIES 7' LANE 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) [SPWEA330C] 2.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) [SPWEB330C] 8" AGGREGATE BASE CLASS 5 (100% CRUSHED) BITUMINOUS TACK COAT 7' LANE ℄ DESIGN DETAIL C: FULL STREET RECONSTRUCTION W/RETAINING WALL 197TH STREET STA. 6+75.00 TO 9+39.00 2.0%2.0%EXISTING ROCK WALL B412 CONCRETE CURB & GUTTER 1' (TYP) 1' (TYP) MODULAR BLOCK WALL (HEIGHT VARIES, SEE SHEET C6.03 FOR DETAIL) 1.5'CORTEN W/BEAM GUARDRAIL (RUSTIC BROWN) ROW VARIES 7' LANE 3" AGGREGATE SURFACING CLASS 2 (LIMESTONE) 8" EXISTING AGGREGATE BASE 7' LANE ℄ EXISTING BLVD DESIGN 1' - 2' AGGREGATE SHOULDERING, CLASS 2 DETAIL D: GRAVEL RESURFACING 197TH STREET STA. 11+24.64 TO 12+80.20 *VARIES *VARIES SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 7 : 1 9 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.01TYPICAL SECTIONS & DETAILS 197TH STREET FULL STREET RECONSTRUCTION NOTES: 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION. 2.THE HILL ON 197TH STREET WILL BE ABLE TO BE SHUT DOWN BETWEEN THE HOURS OF 8:30AM - 4:30PM. THE CONTRACTOR MUST ALLOW FOR RESIDENTS TO PASS THROUGH CONSTRUCTION OUTSIDE OF THE TYPICAL 8:30AM - 4:30PM FULL ROAD CLOSURE HOURS. 3.CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES IN AN IMMEDIATE AND TIMELY MANNER. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED MAINTENANCE. * SEE CONSTRUCTION PLAN SHEETS C6.01 - C6.02 FOR SUPER-ELEVATION INFORMATION ON 197TH STREET. MILL & OVERLAY NOTES: 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION. 2.SAW CUT BITUMINOUS AT LOCATIONS SHOWN ON DRAWINGS. 3.MILL EXISTING BITUMINOUS PAVEMENT 4" DEEP. 4.COMPACT AND TOLERANCE EXISTING GRAVEL BASE TO THE PROPOSED CROSS SLOPE AS SHOWN IN THE TYPICAL SECTIONS. 5.MAINTAIN ACCESS FOR LOCAL TRAFFIC AND EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED MAINTENANCE. GRAVEL RESURFACING NOTES: 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL REMOVE THE TOP 3" OF AGGREGATE SURFACING AND REPLACE WITH 3" OF AGGREGATE SURFACING, CLASS 2 (LIMESTONE). 3.CORRECT SOFT SPOTS IN THE SUBGRADE AS DIRECTED BY THE ENGINEER. 4.MAINTAIN ACCESS FOR LOCAL TRAFFIC AND EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED MAINTENANCE. SOFT SPOT CORRECTION TYPICAL SECTION 3" AGGREGATE SURFACING, CLASS 2 (LIMESTONE) 9" AGGREGATE BASE, CLASS 5 (100% CRUSHED) GEOTEXTILE FABRIC, TYPE V, NON-WOVEN E CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA BED-3 MAR 2021IMPROVED FOUNDATION FOR RCP AND PVC COMPACTED BACKFILL 0.5 DIA. COARSE FILTER AGGR. MNDOT SPEC. 3149.2.H DIA = OUTSIDE DIAMETER OF PIPE DIA+24" MIN. DIA IMPROVED PIPE FOUNDATION 6" PAY DEPTH INCREMENTS (TYP) COMPACTED BACKFILL 12 " COARSE FILTER AGGR. MNDOT SPEC. 3149.2.H DIA IMPROVED PIPE FOUNDATION 6" PAY DEPTH INCREMENTS (TYP)DIA+24" MIN. PVC RCP DIA = OUTSIDE DIAMETER OF PIPE CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) NOTE: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-1B) OR HAND INSTALLED (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY. POST NOTCHES TO FACE AWAY FROM FABRIC. COMPACTION: AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT A UNIFORM HEIGHT. STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. NO WOOD POSTS ALLOWED EXCEPT FOR REPAIR ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE 3886-2.1 (MACHINE SLICED). 24" MINIMUM POST EMBEDMENT A DIRECTION OF SU R F A C E F L O W A ERO-1A FEB 2023SILT FENCE MACHINE SLICED OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) STAPLE DENSITY SHALL BE A MINIMUM OF 3 U-SHAPED 8", 11 GAUGE METAL STAPLES PER SQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY). ANCHOR TRENCH 1. DIG 6" X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT 5. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH 6" 6" 1' TO 3' DI R E C T I O N O F SU R F A C E F L O W ERO-2 FEB 2019EROSION CONTROL BLANKET INSTALLATION CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA PLAN PROPOSED CURB = DIRECTION OF SURFACE FLOW 1 1/2" WASHED GRAVEL FILTER 8-12" MINIMUM DEPTH AGGREGATE BASE IN PLACE CATCHBASIN STEEL PLATE AGGREGATE BACKFILL ERO-4B APR 2016INLET PROTECTION ROCK FILTER FOR CATCH BASIN DURING ROAD CONSTRUCTION OVERFLOW IS 1 2 OF THE CURB BOX HEIGHT PLAN OVERFLOW AT TOP OF FILTER ASSEMBLY OVERFLOW IS 1 2 OF THE CURB BOX HEIGHT DEFLECTOR PLATE HIGH-FLOW FABRIC FILTER ASSEMBLY DIAMETER, 6" ON-GRADE 10" AT LOW POINT CURB WIMCO ROAD DRAIN CG-23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. * FOR THE NEW R-3067-VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY APPROVED EQUAL. EXISTING CURB ERO-4C FEB 2019INLET PROTECTION CATCH BASING INSERT AFTER PAVING CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA >1.5 1 18" 6"-12" TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 1' INTERVALS. STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS DIRECTION OF SURFACE FLOW ERO-5B MAR 2007DITCH CHECK ROCK WEEPER, BIO WEEPER I. ROCK WEEPER MNDOT TYPE 9 MULCH (1 1/2" WASHED ROCK) >1.5 1 18" 6"-12" STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS DIRECTION OF SURFACE FLOW II. BIO WEEPER MNDOT TYPE 9 MULCH (1 1/2" WASHED ROCK) 6" DIA. WATTLE WITH MINIMUM 24" SURVEY LATH STAKED 2' O.C. ALONG WATTLE LENGTH. TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 1' INTERVALS. POINT 2 POINT 1 STRAW OR WOOD FIBER 6" TO 7" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING. STAKE NOTE: POINT 1 MUST BE A MINIMUM OF 6" HIGHER THAN POINT 2 TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. 1/2" x 2" x 16" LONG WOODEN STAKES AT 1'-0" SPACING MINIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE COMPOST LOG AT AN ANGLE OF 45° WITH THE TOP OF THE STAKE POINTING UPSTREAM. STAKE FLOW BIOROLL STAKE 45° FL O W FL O W ERO-5F FEB 2019COMPOST LOG DITCH CHECK CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE NOTES: 1. FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO STOP MUD MIGRATION THROUGH ROCK. FILTER FABRIC IS NOT REQUIRED UNDER WOOD CHIPS. 2. 80% OF WOOD CHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN 2 INCHES AND 5 INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND / OR CHEMICALLY TREATED WOOD IS ALLOWED. 3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOOD CHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. PUBLIC R O A D 50' M I N I M U M L E N G T H ROCK-6" MINIMUM DEPTH WOOD CHIPS - 18" MINIMUM DEPTH 20' MI N I M U M W I D T H ERO-7 MAR 2022CONSTRUCTION ENTRANCE ROCK, WOOD CHIP 2" OR LARGER WASHED ROCK OR 2" - 5" WOOD CHIPS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 7 : 2 5 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.02TYPICAL SECTIONS & DETAILS STANDARD DETAILS PLAN SECTION PI P E DI A . VARIES 4'-0" TYP. VARIES 12"-18" VA R I E S MI N . 3 ' 3" STO-6 MAR 2022CATCHBASIN MANHOLE WITH SUMP 24"X36" SLAB OPENING FOR CASTING AS SPECIFIED. DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. 4' DIA. MH - 9" IN FROM BACK OF CURB 5' DIA. MH - 3" IN FROM BACK OF CURB 6' DIA. MH - 3" BEHIND BACK OF CURB 7' DIA. MH - 9" BEHIND BACK OF CURB 8' DIA. MH - 15" BEHIND BACK OF CURB CASTING AND ADJUSTMENT RINGS AS SPECIFIED AND AS PER DETAIL STR-14 TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. MANHOLE STEPS 16" ON CENTER. DOGHOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE. NO DRAIN HOLES 6" 5" NO BLOCK STRUCTURES OR PRECAST INVERTS ARE ALLOWED. GROUT BOTTOM IF NOT AN INTEGRAL BASE PIPES SHALL BE CUT TO EXTEND INSIDE MANHOLE WALL LINE INTERIOR WITH ZEBRON OR SPECTRASHIELD WHEN STEEP DROPS ARE PRESENT CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA 3'-0" 6" 2' - 0 " 6" PLAN CASTING AND ADJUSTMENT RINGS AS SPECIFIED. VARIES 6" 3" GROUT 24" X 36" PRECAST 4" SECTION STO-9 FEB 20192' X 3' CATCHBASIN WITHOUT SUMP DIRECTION OF FLOW GRATE TO BE 2" BELOW GUTTER GRADE. 10' TRANSITION EACH SIDE OF CATCH BASIN. DOGHOUSES SHALL BE GROUTED ON BOTH THE INSIDE AND OUTSIDE. NO DRAIN HOLES 5" CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA SEE CITY PLATE NO. STO-13 FOR RIPRAP PLACEMENT. ANCHOR CLIP 24" M A X 6" H ANCHOR BOTH SIDES. TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT FASTENERS PER JOINT. INSTALL ON OUTSIDE OF PIPE AT 60° FROM TOP OR BOTTOM OF PIPE. PROVIDE 3 ANCHOR CLIPS TO FASTEN TRASH GUARD TO FLARED END SECTION. HOT DIP GALVANIZE AFTER FABRICATION. ISOMETRIC STO-12 OCT 2023FLARED END SECTION AND TRASH GUARD CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA TRASH GUARD SIZING PIPE SIZE BARS `H' BOLTS 24"- 42" 1"∅ 6" 3/4" 48"-72" 1 1/4"∅ 12" 1" NO TRASH GUARDS FOR FLARED ENDS LESS THAN 24" DIA 2 ' 1 4 B A RIPRAP B 5D 4 1 2' DA RIPRAP REQUIREMENTS D CY CLASS 12" TO 24" 8 TO 12 CL.3 27" TO 33" 14 TO 20 CL.3 36" TO 48" 23 TO 38 CL.3 54" AND UP 62 AND UP CL.4 (ONE CUBIC YARD IS APPROXIMATELY 2,800 LBS.) PLAN GEOTEXTILE FILTER (MNDOT 3601.2B1) RIPRAP12 "2' EXTEND FABRIC AND RIPRAP UNDER FLARED END SECTION SECTION A-A RIPRAP12 " SECTION B-B STO-13 FEB 2019RIPRAP AT OUTLETS GEOTEXTILE FILTER - TYPE IV GEOTEXTILE FILTER (MNDOT 3601.2B1) GEOTEXTILE FILTER - TYPE IV RIPRAP CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA 4"8" 1/2"R 6"DISTANCE TO ℄ VARIABLE 3"R SLOPE 3/4" PER FT 13 1/2"R 7" 8" 13 1 / 2 " 4" 12" MNDOT B412 FACE OF CURB 12"16" TOP BITUMINOUS MATERIAL 4" 10 1 / 2 " 1/2"7" SURMOUNTABLE 10 1/2"17 1/2" 6" BITUMINOUS SHOE FORMED STR-1 FEB 2019CURB AND GUTTER 1/ 4 " 68"R28"R 12"R 6 1 / 2 " 1/2"R SLOPE 3/4" PER FT 5 1 1/2"R 6" 12" 9 1 / 2 " 2" 16" Surmountable DRIVEWAY 14" B618 BITUMINOUS SURFACE 2" 6" 1 1/8"R CITY PLATE NO. LAST REVISION: CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA NOTE: SURMOUNTABLE CURB & GUTTER TO BE FORMED INTO A B618 TYPE AT CATCH BASIN. CATCHBASIN FRAME & COVER NEENAH R-3067 OR EQUAL WITH VANE GRATE. A A 10' M I N . T R A N S I T I O N 3' - 0 " 10' M I N . T R A N S I T I O N FLOW FLOW EX P A N S I O N J O I N T NOTES: CATCHBASIN TO BE DEPRESSED 2" BELOW DESIGN GUTTER LINE GRADE. EX P A N S I O N J O I N T ISOMETRIC NO SCALESURMOUNTABLE CONCRETE CURB & GUTTER 2 - #4 REBARS EACH WAY EX P A N S I O N J O I N T 10' MIN. TRANSITION 10' MIN. TRANSITION EX P A N S I O N J O I N T 2" TOP OF CURB DESIGN GUTTER LINE GRADE FRAME & CASTING 2 - #4 REBARS EACH WAY SECTION A-A NO SCALE STR-3 FEB 2019SURMOUNTABLE CURB & GUTTER CONSTRUCTION AT CATCHBASIN CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA NEENAH R-3067V CATCH BASIN FRAME AND GRATE SHALL BE FURNISHED WITH CURB INLET BOX AND 3" DIA. FRONT FACE AND 4" MAXIMUM OPENING. SET GRATE 2" BELOW GUTTER GRADE. HIGH DENSITY POLYETHYLENE (HDPE) ADJUSTMENT RINGS. MIN. OF 4", MAX. OF 8". SET BOTTOM RING IN MORTAR TO LEVEL IF NECESSARY AND GLUE REMAINING RINGS WITH APPROVED SEALANT. NO CONCRETE COLLARS ALLOWED. CONTRACTOR TO ADD AND COMPACT AGGREGATE BASE AROUND STRUCTURE FOR CURB PLACEMENT AFTER ADJUSTMENT.CATCH BASIN STRUCTURE WITH TOP SLAB OR 2' X 3' BOX. NON-WOVEN FILTER FABRIC NEENAH R-1642B MANHOLE FRAME AND COVER SHALL BE FURNISHED WITH 2 CONCEALED PICK HOLES AND STAMPED "SANITARY SEWER" OR "STORM SEWER". MANHOLE STRUCTURE WITH TOP SLAB OR CONE SECTION. HIGH DENSITY POLYETHYLENE (HDPE) ADJUSTMENT RINGS. MIN. OF 4", MAX. OF 8". SET BOTTOM RING IN MORTAR TO LEVEL IF NECESSARY AND GLUE REMAINING RINGS WITH APPROVED SEALANT. STR-14 FEB 2022CATCH BASIN AND MANHOLE ADJUSTMENT CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA 3" BITUMINOUS WEAR - SPWEA230B 6" CL. 5 AGGREGATE BASE 10' FINISHED TRAIL TO BE 1" ABOVE FINISHED SOD TYPICAL TRAIL SECTION CONCRETE SIDEWALK 0.02'/FT (MAX.) STR-24 FEB 2019TYPICAL BITUMINOUS TRAIL AND CONCRETE SIDEWALK 12' 6" CONCRETE - 3F52A 6" CL. 5 AGGREGATE BASE 6' FINISHED WALK TO BE 1" ABOVE FINISHED SOD 0.02'/FT (MAX.) 7' NOTE: INSIDE EDGE OF WALK TO BE 0.4 FEET ABOVE TOP OF CURB. OUTSIDE EDGE TO BE 0.52 FEET ABOVE TOP OF CURB. CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 7 : 3 0 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.03TYPICAL SECTIONS & DETAILS STANDARD DETAILS GEN-5 OCT 2023STRUCTURE MARKER SIGNS CITY PLATE NO. LAST REVISION:STANDARD DETAILS CITY PLATE NO. LAST REVISION:STANDARD DETAILS SCANDIA, MINNESOTA F E M H G V 3" 8" 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON BLUE HIGH INTENSITY REFLECTORIZED BACKGROUND. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY REFLECTORIZED BACKGROUND. 0.063" THICK ALUMINUM SIGN. BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U-CHANNEL POST, MINIMUM 3 LB. /FT. 8' LONG, PAINTED GREEN. DRIVEN 3' INTO GROUND NOTE: INSTALL STRUCTURE MARKERS AT ALL GREEN SPACE STRUCTURE LOCATIONS STRAW OR WOOD FIBER 6" TO 7" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING. NOTE: POINT 1 MUST BE A MINIMUM OF 6" HIGHER THAN POINT 2 TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. 1/2" x 2" x 16" LONG WOODEN STAKES AT 1'-0" SPACING MINIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE COMPOST LOG AT AN ANGLE OF 45° WITH THE TOP OF THE STAKE POINTING UPSTREAM. STAKE FLOW BIOROLL STAKE 45° FL O W FL O W J SEP 2023REDUNDANT EROSION CONTROL MEASURE CITY PLATE NO. LAST REVISION:PROJECT SPECIFIC DETAIL CITY PLATE NO. LAST REVISION: SCANDIA, MINNESOTA POINT 2 POINT 1 STAKE DELINEATED WETLAND SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 7 : 3 4 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.04TYPICAL SECTIONS & DETAILS STANDARD DETAILS APPROXIMATE LIMITS OF EXCAVATION, VARIES 6" PERFORATED DRAIN PIPE GRANULAR FILL, COMPACT TO 100% STANDARD PROCTOR DENSITY PREFABRICATED MODULAR BLOCK WALL UNIT, TYP H VA R I E S - S E E P R O F I L E 2' MI N 1' MI N 1 1 W-BEAM GUARDRAIL 4" THICK COARSE AGGREGATE OVER GEOTEXTILE FABRIC 4'-0" MIN. CAP BLOCK, TYP 3'-0" MIN. B412 CONCRETE CURB & GUTTER 1'-9"6"7'-0" CL 15'-0" CONC LEVELING PAD BEDROCK RETAINED SOILS SEE C1.01 GRANULAR FILL 1'-0"1'-0" 18" THICK COARSE FILTER AGGREGATE PIPE ENCASEMENT, WRAP IN GEOTEXTILE 6" TOPSOIL REFERENCE POINT 1 1 12 " M I N 24 " M A X 1'-4" MIN. 2'-0" MAX. PREFABRICATED MODULAR TOP CAP 1 C1.05 PRECAST CONCRETE BLOCK RETAINING (GRAVITY) WALL NOT TO SCALE 2 C1.05 RETAINING WALL ELEVATION - STEP NOT TO SCALE TYPICAL SECTIONS & DETAILS STANDARD DETAILS GEOTECHNICAL/EARTHWORK GEOTEXTILE FABRIC MNDOT 3733 TYPE 1 GRANULAR FILL MNDOT 3149.2.D.2 COARSE FILTER AGGREGATE MNDOT 3149.2.G.2 PERFORATED PIPE MNDOT 3245 CONCRETE LEVELING PAD MNDOT 1G52 MIX DESIGN 1.CODE: 2015 INTERNATIONAL BUILDING CODE (IBC) 2.DESIGN LOADING DEAD LOADS (D):CALCULATED LIVE LOADS (L):250 PSF SURCHARGE (ROADWAY) SNOW LOADS (S):N/A WIND LOAD (W):N/A EARTHQUAKE (E):N/A FLUID (F):WATER = 62.4 PCF LATERAL EARTH PRESSURE LOADS (H) DESIGN WATER TABLE N/A 100-YR. FLOOD ELEVATION N/A BACKFILL FRICTION ANGLE 34 DEGREES Ko 0.44 Ka 0.28 Kp 3.54 SOIL UNIT WEIGHT, DRY 125 PCF COHESION 0 PSF DESIGN CRITERIA & LOADING 1.THE SECTION SHOWN IS A REPRESENTATIVE WALL SECTION. WALL HEIGHTS, ELEVATIONS, TOE SLOPES AND EMBEDMENT DEPTHS VARY ACCORDING TO THE SPECIFIC SITE CONDITIONS SHOWN ON SHEETS C6.03-C6.04. 2.CONTRACTOR TO SUBMIT RETAINING WALL PLAN SIGNED BY REGISTERED PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3.GEOGRID REINFORCEMENT WILL NOT BE ALLOWED AS PART OF WALL DESIGN. 4.BLOCKS TO BE TEXTURED IN REDI-ROCK STYLE LEDGESTONE OR APPROVED EQUAL. 5.SEE TYPICAL SECTIONS AND CONSTRUCTION PLANS FOR DETAILS ON ROADWAY PAVEMENT SECTION AND ELEVATIONS. MATERIAL NOTES GENERAL NOTES SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 5 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 7 : 4 3 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TYLER PAGET 61520 05/19/2026 TEP TEP EEL 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.05 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 7 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 7 : 5 4 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.06TYPICAL SECTIONS & DETAILS GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 7 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 7 : 5 5 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.07TYPICAL SECTIONS & DETAILS GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 7 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 0 0 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.08TYPICAL SECTIONS & DETAILS GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 7 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 0 5 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.09TYPICAL SECTIONS & DETAILS GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 7 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 1 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.10TYPICAL SECTIONS & DETAILS PROPRIETARY END TERMINAL - TANGENT FOR TYPE 31 GUARDRAIL SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 7 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 1 5 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.11TYPICAL SECTIONS & DETAILS TRAFFIC BARRIER TYPE 31 ASSEMBLY DETAILS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 6 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 2 8 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.12TYPICAL SECTIONS & DETAILS MNDOT STANDARD PLANS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 6 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 3 0 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.13TYPICAL SECTIONS & DETAILS MNDOT STANDARD PLANS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 6 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 3 5 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.14TYPICAL SECTIONS & DETAILS MNDOT STANDARD PLANS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 6 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 4 0 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.15TYPICAL SECTIONS & DETAILS MNDOT STANDARD PLANS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 6 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 4 5 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.16TYPICAL SECTIONS & DETAILS MNDOT STANDARD PLANS SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 1 0 6 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 8 : 5 0 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/20263507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C1.17TYPICAL SECTIONS & DETAILS MNDOT STANDARD PLANS >> >> >> >> >> >> P B OU OU OU X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U OU OU OU OU OU OU OU OU OU F - D F- D F- D F- D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F- D F- D F- D F - D F - D F - D F - D F - D F - D F - D F - D F - D F - D F- D F- D F- D F - D F - D F - D F - D F - D F - D F - D F - D F - D > > > > > > > > > > > > > > > > > > > > M S M S M S M S MS MS MS BL BL BL BL0+00 1+00 2+00 3+00 4+00 5+00 6+00 7 + 0 0 S t . C r o i x T r a i l N ( T H 9 5 ) 16901 80 3 802 80 2 80 1 80 0 799 798 797 796 795 790 785 780 80 3 80 3 >> >> > > > > > > > > B X X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU >> OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U O U O U OU OU OU OU OU OU O U O U O U F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F- D F - D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F-D F-D F-D F-D F-D F-D F-D F-D >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>> MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS BL BL BL BL 13+09.27 5+0 0 6+00 7+0 0 8+0 0 9+00 10+00 11+00 12+ 0 0 13+ 0 0 16940 8 0 1 8 0 0 7 9 9 7 9 8 7 9 7 79 6 79 5 79 0 78 5 78 0 77 5 77 0 76 5 76 0 75 5 75 0 7 4 5 7 4 0 7 3 5 7 3 0 7 2 5 7 2 0 7 1 5 7 1 0 DITCH CHECK PER DETAIL ERO-5B - 1. ROCK WEEPER ON SHEET C1.02 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 2 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 9 : 2 2 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C2.01EROSION CONTROL PLAN 197TH STREET FEETSCALE 0 25 50 HORZ. R R 197th Street STABILIZED CONSTRUCTION EXIT CULVERT END PROTECTION RIP RAP EROSION CONTROL LEGEND INLET PROTECTION MACHINE SLICED SILT FENCEMS NOTES: 1.ALL STORM SEWER, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED PRIOR TO DISTURBANCE AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE. 2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND BOUNDARIES WITHIN 50' OF UTILITY CONSTRUCTION PRIOR TO BEGINNING WORK. 3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE IF APPROVED BY THE ENGINEER. IF A SUBSTITUTION IS MADE BY THE CONTRACTOR, THE IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED IMPROVEMENT. 4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE DESIGN LIMITS OF WETLAND FILL. SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL MEASURES SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED MIX AS SHOWN. 6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS. 7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN EVENTS FOR PONDING, EROSION, AND LODGED DEBRIS WITHIN THE BMP. SEE BELOW SE E A B O V E TURF RESTORATION (SEED MIX 25-131 AND CAT 20 BLANKET) TURF RESTORATION (SEED MIX 25-131 AND CAT 72 TRM) DITCH CHECK - ROCK BL BIOLOGS OU OU OU OU OU OU OU OU OU O U O U O U O U F-D F-D F- D F- D F- D F- D F- D F- D F- D F- D F - D F- D F- D F- D F-D F- D F- D F- D F- D F- D F- D F- D F- D F- D F- D F- D F- D >> >> >> >> >> >> >> >> >> >> >> CBMH - 6 FES - 5 9+ 0 0 1 0 + 0 0 680 685 690 695 700 705 710 715 720 725 680 685 690 695 700 705 710 715 720 725 28' - 18" RCP @ 3.00%28' 18" RCP @ 3.00% TIE ALL PIPE I=707.26 18" E 500+28.00, 0.00' FES - 2 I=706.42 18" W 500+00.00, 0.00' FES - 1 690 695 700 705 710 715 720 725 730 735 690 695 700 705 710 715 720 725 730 735 28' - 15" RCP @ 3.00%28' 15" RCP @ 3.00% TIE ALL PIPE I=717.24 15" W 500+00.00, 0.00' FES - 3 I=718.08 15" E 500+28.00, 0.00' FES - 4 720 725 730 735 740 745 750 755 760 765 720 725 730 735 740 745 750 755 760 765 499+00500+00501+00 71 8 . 2 72 1 . 5 72 6 . 6 73 4 . 5 74 2 . 8 74 7 . 5 74 7 . 4 4 I=743.00 18" SW 500+00.00, 0.00' FES - 5 12' - 18" RCP @ 0.30%12' 18" RCP @ 0.30% TIE ALL PIPE I=744.04 6" N I=743.04 18" NE STA 500+12.0 R=747.04 CBMH - 6 DIA=4.0'???' X ???' 3.00' SUMP SUMP EL=740.04 BLD=7.0' 499+00500+00501+00501+25 71 6 . 6 71 9 . 5 72 0 . 2 499+00500+00501+00501+25 70 5 . 2 70 6 . 3 70 9 . 3 70 9 . 3 EXISTING GROUND ELEVATION OVER STORM SEWER PIPE FINISHED GROUND ELEVATION OVER STORM SEWER PIPE FINISHED GROUND PROFILE OVER STORM SEWER PIPE EXISTING GROUND PROFILE OVER STORM SEWER PIPE O U O U OU O U O U O U O U O U O U OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU F - D F - D F- D F - D F - D F - D F-D F-D F-D F- D F- D F- D F- D F- D F- D F- D F- D F - D F- D F - D F - D F - D F-D F-D F-D F- D F- D F- D F- D F- D F- D F- D F- D F- D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D FES - 4 FES - 3 1 0 + 0 0 11+ 0 0 12+00 >> OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU F- D F- D F- D F- D F- D F- D F- D F- D F- D F- D F-D F-D F-D F-D F-D F-D F-D F - D F - D F- D F - D F - D F - D F- D F-D F-D F-D F-D F-D F-D F-D F-D 1 6 9 4 0 FES - 2 FES - 1 13+09.2712+00 13+00 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 5 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 2 9 : 4 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 197th Street R C5.01STORM SEWER PLAN & PROFILE 197TH STREET FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. R R NOTES: 1.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT RESPECTIVE ITEM. 2.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3.STORM SEWER APRONS WILL BE PAID SEPARATELY FROM STORM SEWER PIPE, AND NOT INCLUDED IN THE TOTAL LENGTH OF PIPE PAID. 4.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS AND SEDIMENT ENTERING THE STORM SEWER SYSTEM (INCIDENTAL). 5.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING UPSTREAM. 6.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT GUARANTEED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN OR DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY. 7.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES. 8.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING GROUND SURFACE. P B OU OU OU X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U OU OU OU OU OU OU OU OU OU F - D F - D F- D F- D F- D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F - D F - D F- D F- D F- D F - D F - D F - D F - D F - D F - D F - D F - D F - D F - D F- D F- D F- D F - D F - D F - D F - D F - D F - D F - D F - D F - D > > > > > > > > > > > > > > > > > > > > CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS 5-297.50 (TYP) CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STANDARD PLANS 5-297.50 (TYP) CORTEN W-BEAM GUARDRAIL (RUSTIC BROWN) (TYP) CONSTRUCT 18' WIDE MILL & OVERLAY PER TYPICAL SECTION A ON SHEET C1.01 60' RIGHT OF WAY 16901 2% 2% 2% 2% 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7 + 0 0 P I : 0 + 0 0 . 0 0 P C : 0 + 2 3 . 1 5 PC : 1 + 8 8 . 5 1 PC : 3 + 8 3 . 6 1 P C : 5 + 5 6 . 8 8 PT : 0 + 7 8 . 8 7 PT : 2 + 0 8 . 1 2 P T : 4 + 2 0 . 8 7 PT: 7+02. 2 8 END TREATMENT TERMINAL PER MNDOT STANDARD PLAN 5-297.612 ON SHEET ##### 770 775 780 785 790 795 800 805 810 815 770 775 780 785 790 795 800 805 810 815 FINISHED GROUND PROFILE AT ℄ EXISTING GROUND PROFILE AT ℄ EXISTING GROUND ELEVATION AT ℄ FINISHED GROUND ELEVATION AT ℄ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 80 5 . 0 80 3 . 3 80 2 . 6 80 2 . 3 80 2 . 2 80 2 . 2 80 2 . 2 80 2 . 3 80 2 . 3 80 2 . 3 80 2 . 3 80 2 . 5 80 2 . 8 80 3 . 2 80 3 . 5 80 3 . 6 80 3 . 5 80 3 . 3 80 2 . 7 80 1 . 9 80 0 . 8 79 9 . 9 79 9 . 2 79 8 . 6 79 8 . 0 79 7 . 6 79 6 . 4 79 4 . 0 79 1 . 0 78 7 . 6 78 3 . 9 80 3 . 3 2 80 2 . 6 4 80 2 . 2 5 80 2 . 1 6 80 2 . 1 9 80 2 . 2 1 80 2 . 2 4 80 2 . 2 6 80 2 . 3 0 80 2 . 4 1 80 2 . 5 9 80 2 . 8 3 80 3 . 1 3 80 3 . 4 3 80 3 . 6 1 80 3 . 5 5 80 3 . 2 5 80 2 . 7 0 80 1 . 9 2 80 0 . 9 2 79 9 . 9 4 79 9 . 1 7 79 8 . 5 5 79 7 . 9 3 79 7 . 2 7 79 6 . 0 1 79 3 . 9 7 79 1 . 1 5 78 7 . 5 6 78 3 . 5 1 -1 6 . 2 0 % 1.20% 0.10% -4.19% -2.48% -3.00% VP I : 0 + 0 0 . 0 0 EL : 8 0 3 . 3 2 VPI: 3+95 EL: 804.27 A = -5.38% K = 26.01 L=140' VPI: 6+47 EL: 796.14 A = -13.72% K = 8.02 L=110' VPI: 0+40 EL: 802.12 A = 3.10% K = 20.34 L=63.06' VPI: 2+32 EL: 802.32 A = 1.10% K = 91.32 L=100' VPI: 5+05 EL: 799.66 A = 1.71% K = 29.22 L=50' HP : 3 + 5 6 . 1 0 EL : 8 0 3 . 6 2 LP : 0 + 6 9 . 4 9 EL : 8 0 2 . 1 6 VP C : 3 + 2 5 EL : 8 0 3 . 4 3 VP C : 5 + 9 2 EL : 7 9 7 . 5 1 VP T : 0 + 7 1 . 5 3 EL : 8 0 2 . 1 6 VP T : 2 + 8 2 EL : 8 0 2 . 9 2 VP T : 5 + 3 0 EL : 7 9 9 . 0 4 VP T : 4 + 6 5 EL : 8 0 1 . 3 4 VP T : 7 + 0 2 EL : 7 8 7 . 2 3 VP C : 0 + 0 8 . 4 7 EL : 8 0 3 . 0 7 VP C : 1 + 8 2 EL : 8 0 2 . 2 7 VP C : 4 + 8 0 EL : 8 0 0 . 7 1 END FULL DEPTH MILL BEGIN FULL RECONSTRUCTIONBEGIN FULL DEPTH MILL SEE SHEET C6.02 NOTES: 1.ANY VARIATIONS FROM THE TYPICAL SECTIONS DIMENSION ARE SHOWN ON THE PLAN DRAWINGS. 2.PROVIDE A SAW CUT WHERE PLACING NEW PAVEMENT IS INSTALLED ADJACENT TO EXISTING PAVEMENT. 3.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES. 4.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING GROUND SURFACE. STREET RECONSTRUCTION STREET IMPROVEMENT LEGEND: 4" MILL & OVERLAY SUPERELEVATION TRANSITION AREAS CONCRETE PED RAMP GRAVEL SURFACING SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 6 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 0 : 0 2 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 197th Street R C6.01STREET PLAN & PROFILE 197TH STREET FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. B X X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U O U O U OU OU OU OU OU OU O U O U O U F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F - D F- D F- D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F - D F - D F - D F-D F-D F-D F-D F-D F-D F-D F- D F- D F-D F-D F-D F-D F-D F-D F-D F-D >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>> CORTEN W-BEAM GUARDRAIL (RUSTIC BROWN) (TYP) SEE SHEET C6.03 FOR RETAINING WALL PLAN AND PROFILE DETAILS CONSTRUCT 14' WIDE BITUMINOUS STREET PER TYPICAL SECTIONS B AND C ON SHEET C1.01 16940 60' RIGHT OF WAY CONSTRUCT 14' WIDE GRAVEL STREET PER TYPICAL SECTION D ON SHEET C1.01 BEGIN B412 CONCRETE CURB & GUTTER @ STA. 6+75.00 END B412 CONCRETE CURB & GUTTER @ STA. 9+40.00 13+09.27 5+0 0 6+00 7+0 0 8+0 0 9+00 10+00 11+00 12+ 0 0 13+ 0 0 PI : 1 2 + 2 7 . 1 9 PC: 5 + 5 6 . 8 8 PC : 8 + 2 4 . 5 2 PC : 1 0 + 6 3 . 5 5 PT : 7 + 0 2 . 2 8 PT : 9 + 6 2 . 5 1 P T : 1 1 + 4 2 . 5 1 2% 2%2% 2% 2% 2% 2% 2% END TREATMENT TERMINAL PER MNDOT STANDARD PLAN 5-297.612 ON SHEET ##### 745 750 755 760 765 770 775 780 785 790 745 750 755 760 765 770 775 780 785 790 700 705 710 715 720 725 730 735 740 745 700 705 710 715 720 725 730 735 740 745 FINISHED GROUND PROFILE AT ℄ EXISTING GROUND PROFILE AT ℄ EXISTING GROUND PROFILE AT ℄ FINISHED GROUND PROFILE AT ℄ EXISTING GROUND ELEVATION AT ℄ FINISHED GROUND ELEVATION AT ℄ EXISTING GROUND ELEVATION AT ℄ FINISHED GROUND ELEVATION AT ℄ 7+25 8+00 9+00 9+25 78 3 . 9 77 9 . 7 77 5 . 3 77 1 . 0 76 6 . 8 76 2 . 7 75 8 . 6 75 4 . 0 74 9 . 1 78 3 . 5 1 77 9 . 4 6 77 5 . 4 1 77 1 . 3 6 76 7 . 2 5 76 2 . 9 8 75 8 . 5 4 75 3 . 9 2 74 9 . 1 9 -1 6 . 2 0 % -1 8 . 9 4 % VPI: 8+55 EL: 762.45 A = -2.74% K = 36.44 L=100' VP C : 8 + 0 5 EL : 7 7 0 . 5 5 VP T : 9 + 0 5 EL : 7 5 2 . 9 8 9+25 10+00 11+00 12+00 13+00 14+00 74 9 . 1 74 4 . 4 73 9 . 7 73 5 . 3 73 1 . 2 72 7 . 8 72 4 . 9 72 2 . 5 72 0 . 1 71 7 . 9 71 5 . 8 71 3 . 7 71 1 . 4 70 9 . 5 70 7 . 8 70 6 . 3 74 9 . 1 9 74 4 . 4 5 73 9 . 7 2 73 5 . 2 0 73 1 . 2 6 72 7 . 9 0 72 5 . 1 2 72 2 . 6 9 72 0 . 2 7 71 8 . 1 2 71 5 . 9 7 71 3 . 8 5 71 1 . 8 0 70 9 . 8 1 70 7 . 8 7 -1 8 . 9 4 % -9.7 0 % -8.6 0 % -7.68 % VP I : 1 1 + 2 4 . 6 4 EL : 7 2 0 . 3 0 VPI: 12+80.20 EL: 707.47 VPI: 10+28 EL: 729.67 A = 9.24% K = 10.82 L=100' VPI: 12+20.64 EL: 712.05 A = 0.92% K = 97.97 L=90' VP T : 1 0 + 7 8 EL : 7 2 4 . 8 2 VP T : 1 2 + 6 5 . 6 4 EL : 7 0 8 . 5 9 VP C : 9 + 7 8 EL : 7 3 9 . 1 5 VP C : 1 1 + 7 5 . 6 4 EL : 7 1 5 . 9 2 SE E S H E E T C6 . 0 1 NOTES: 1.ANY VARIATIONS FROM THE TYPICAL SECTIONS DIMENSION ARE SHOWN ON THE PLAN DRAWINGS. 2.PROVIDE A SAW CUT WHERE PLACING NEW PAVEMENT IS INSTALLED ADJACENT TO EXISTING PAVEMENT. 3.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES. 4.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING GROUND SURFACE. STREET RECONSTRUCTION STREET IMPROVEMENT LEGEND: 4" MILL & OVERLAY SUPERELEVATION TRANSITION AREAS CONCRETE PED RAMP GRAVEL SURFACING SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 6 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 0 : 1 0 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R 197th Street R C6.02STREET PLAN & PROFILE 197TH STREET FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU F- D F- D F- D F - D F - D F - D F- D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D 7+00 8+00 9+00 PT : 7 + 0 2 . 2 8 PC : 8 + 2 4 . 5 2 P T : 9 + 6 2 . 5 1 STA:6+61.17 15.00' LT STA:7+02.28 15.00' LT STA:8+24.52 15.00' LT STA:9+26.57 15.00' LT R 1 1 5 ' R 2 6 0 ' PMBW RETAINING WALL W-BEAM GUARDRAIL PROPERTY LINE >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 6" DRAIN PIPE BEHIND WALL, CONNECT TO MH 720 730 740 750 760 770 780 790 800 810 720 730 740 750 760 770 780 790 800 810 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00 9+10 9+20 9+30 9+40 9+50 STA: 6+69.17 ELEV: 793.00 STA: 6+83.17 ELEV: 791.50 STA: 6+93.17 ELEV: 790.00 STA: 7+03.17 ELEV: 788.50 STA: 7+13.17 ELEV: 787.00 STA: 7+23.17 ELEV: 785.50 STA: 7+29.17 ELEV: 784.00 STA: 7+39.17 ELEV: 782.50 STA: 7+49.17 ELEV: 781.00 STA: 7+59.17 ELEV: 779.50 STA: 7+69.17 ELEV: 778.00 STA: 7+75.17 ELEV: 776.50 STA: 7+85.17 ELEV: 775.00 STA: 7+95.17 ELEV: 773.50 STA: 8+05.17 ELEV: 772.00 STA: 8+15.17 ELEV: 770.50 STA: 8+21.17 ELEV: 769.00 STA: 8+31.17 ELEV: 767.50 STA: 8+41.17 ELEV: 766.00 STA: 8+47.17 ELEV: 764.50 STA: 8+57.17 ELEV: 763.00 STA: 8+67.17 ELEV: 761.50 STA: 8+73.17 ELEV: 760.00 STA: 8+83.17 ELEV: 758.50 STA: 8+89.17 ELEV: 757.00 STA: 8+99.17 ELEV: 755.50 STA: 9+09.17 ELEV: 754.00 STA: 9+15.17 ELEV: 752.50 STA: 9+21.17 ELEV: 751.00 STA: 6+61.17 ELEV: 793.00 STA: 9+26.57 ELEV: 749.50 -16.20% -18.94% VP C : 8 + 0 5 EL : 7 7 0 . 5 5 VP T : 7 + 0 2 EL : 7 8 7 . 2 3 VP T : 9 + 0 5 EL : 7 5 2 . 9 8 VPI: 8+55 EL: 762.45 A = -2.74% K = 36.44 L=100' 2' MI N B U R Y 2' MI N B U R Y 2' MI N B U R Y TOP OF BEDROCK TOP OF BEDROCK TOP OF BEDROCK BOTTOM FRONT FACE OF WALL BOTTOM FRONT FACE OF WALL BOTTOM FRONT FACE OF WALL TOP BACK FACE OF WALL TOP BACK FACE OF WALL R C6.03STREET PLAN & PROFILE RETAINING WALL PLAN & PROFILE NOTE: BEDROCK PROFILE SHOWS TOP OF ROCK ELEVATION AT 9' OFFSET FROM CENTERLINE OF 197TH STREET (APPROX. 1' BEHIND BOTTOM COURSE OF 60" DEEP PMBW UNIT) SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 6 0 3 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 0 : 2 9 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TYLER PAGET 61520 05/19/2026 TEP TEP EEL 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R FEETSCALE 0 10 20 HORZ. FEETSCALE 0 10 20 VERT. 6+75 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 79 1 . 2 79 1 . 1 5 OFFSET: -15.00 ELEV: 791.50 9. 7 ' 12.0 APPROX EXCAVATION LIMITS, TYP TOP OF BEDROCK 7+00 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 78 7 . 6 78 7 . 5 6 OFFSET: -15.00 ELEV: 788.50 10 . 7 5 ' 11.7 APPROX EXCAVATION LIMITS, TYP TOP OF BEDROCK 7+50 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 77 9 . 5 77 9 . 4 6 7. 1 4 ' OFFSET: -15.00 ELEV: 779.50 12.25' 11.7 APPROX EXCAVATION LIMITS, TYPTOP OF BEDROCK 7+25 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 78 3 . 5 78 3 . 5 1 6. 6 9 ' OFFSET: -15.00 ELEV: 784.00 13.04' 11.7 APPROX EXCAVATION LIMITS, TYPTOP OF BEDROCK 7+75 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 77 5 . 4 77 5 . 4 1 7. 5 9 ' OFFSET: -15.00 ELEV: 776.50 14.59' 11.8 APPROX EXCAVATION LIMITS, TYP TOP OF BEDROCK 8+00 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 77 1 . 4 77 1 . 3 6 9. 5 4 ' OFFSET: -15.00 ELEV: 772.00 14.16' 11.6 APPROX EXCAVATION LIMITS, TYP TOP OF BEDROCK 8+25 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 76 7 . 3 76 7 . 2 5 9. 9 3 ' OFFSET: -15.00 ELEV: 767.50 11.49' 11.5 APPROX EXCAVATION LIMITS, TYP TOP OF BEDROCK 8+50 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 76 3 . 0 76 2 . 9 8 OFFSET: -15.00 ELEV: 763.00 8. 6 6 ' 8.42' 11.6 APPROX EXCAVATION LIMITS, TYP TOP OF BEDROCK 8+75 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 75 8 . 5 75 8 . 5 4 7. 2 2 ' OFFSET: -15.00 ELEV: 758.50 9.77' 11.9 APPROX EXCAVATION LIMITS, TYP TOP OF BEDROCK 9+00 730 740 750 760 770 780 790 800 810 730 740 750 760 770 780 790 800 810 -30 -20 -10 CL +10 +20 75 3 . 9 75 3 . 9 2 5. 6 ' OFFSET: -15.00 ELEV: 754.00 12.3 APPROX EXCAVATION LIMITS, TYPTOP OF BEDROCK C6.04STREET PLAN & PROFILE RETAINING WALL SECTIONS FEETSCALE 0 10 20 HORZ. FEETSCALE 0 10 20 VERT. SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 6 0 3 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 0 : 4 3 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TYLER PAGET 61520 05/19/2026 TEP TEP EEL 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R P B OU OU OU X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U OU OU OU OU OU OU OU OU OU F - D F- D F- D F- D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F - D F - D F - D F - D F - D F- D F- D F- D F - D F - D F - D F - D F - D F - D F - D F - D F - D F - D F- D F- D F- D F - D F - D F - D F - D F - D F - D F - D F - D F - D 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7 + 0 0 S t . C r o i x T r a i l N ( T H 9 5 ) 16901 ST O P R1 - 1 (3 0 X 3 0 ) 197th St N St Croix Trl N W1 - 1 R (3 0 X 3 0 ) TRASH BIN DROP OFF LOCATION TRASH B X X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U O U O U O U OU OU OU OU OU OU O U O U O U F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F - D F - D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F- D F- D F- D F- D F- D F- D F- D F - D F-D F-D F-D F-D F-D F-D F-D F- D F- D F-D F-D F-D F-D F-D F-D F-D F-D 13+09.27 5+0 0 6+00 7+0 0 8+0 0 9+00 10+00 11+00 12+ 0 0 13+ 0 0 16940 W 1 - 1 R (3 0 X 3 0 ) TRASH BIN PICK UP LOCATION TRASH SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 7 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 0 4 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C7.01TRAFFIC CONTROL PLAN 197TH STREET FEETSCALE 0 25 50 HORZ. R R 197th Street NOTES: 1.ADVANCED NOTIFICATION SIGNAGE WITH A SCHEDULED START DATE IS REQUIRED TO BE PLACED ON 197TH STREET 7 DAYS PRIOR TO THE STARTED OF CONSTRUCTION. ONCE THE SIGNAGE IS IN PLACE, THE SCHEDULE MUST BE MAINTAINED. 2.ACCESS TO RESIDENTS MUST BE PROVIDED UNINHIBITED BEFORE 8:30 AM AND AFTER 4:30 PM (PEAK TRAVEL HOURS) EACH DAY. DUE TO STEEP GRADES EAST OF 197TH FROM STATION 6+75 TO STATION 9+50, THE ROAD MUCH BE RETURNED TO A SAFE AND PASSABLE CONDITION EVERY NIGHT PRIOR TO THE CONTRACTOR LEAVING THE SITE. 3.THE CONTRACTOR SHALL MAINTAIN GARBAGE AND RECYCLING THROUGHOUT CONSTRUCTION BY BRINGING TRASH BINS TO THE TH 95 INTERSECTION DROP OFF POINT ON GARBAGE DAY (TUESDAYS). TRASH BINS SHOULD BE RETURNED TO THE PICK UP POINT AS SHOWN ON THE PLAN AT THE END OF EACH TRASH PICK UP DAY. 4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING. 5.THE CONTRACTOR SHALL PROVIDE TEMPORARY MAILBOXES AT A LOCATION APPROVED BY THE POSTMASTER IF REQUIRED DURING CONSTRUCTION. 6.ALL ITEMS LISTED ABOVE SHALL BE CONSIDERED INCIDENTAL TO THE UNIT PRICE BID FOR "TRAFFIC CONTROL". 7.ALL SIGNS DISPLAYED IN GRAY SHALL REMAIN IN PLACE. SEE BELOW SE E A B O V E 0+05 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 0+25 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 0+50 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 0+75 796 798 800 802 804 806 808 810 796 798 800 802 804 806 808 810 2.00%2.00% 1+00 796 798 800 802 804 806 808 810 812 796 798 800 802 804 806 808 810 812 2.00%2.00% 1+25 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 1+50 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 1+75 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 2+00 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 2+25 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 21' R/W 39' R/W 24' R/W 37' R/W 26' R/W 34' R/W 26' R/W 34' R/W 25' R/W 35' R/W 23' R/W 37' R/W 22' R/W 38' R/W 21' R/W 39' R/W 20' R/W 40' R/W 20' R/W 40' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 1 4 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.01CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 2+50 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 2+75 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 3+00 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 3+25 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 3+50 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 3+75 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 4+00 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 4+25 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 4+50 796 798 800 802 804 806 808 796 798 800 802 804 806 808 2.00%2.00% 4+75 794 796 798 800 802 804 806 808 794 796 798 800 802 804 806 808 2.00%2.00% 5+00 794 796 798 800 802 804 806 794 796 798 800 802 804 806 0.00%2.00% 5+25 794 796 798 800 802 804 806 794 796 798 800 802 804 806 2.00%2.00% -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 20' R/W 40' R/W 21' R/W 39' R/W 21' R/W 39' R/W 21' R/W 39' R/W 22' R/W 38' R/W 22' R/W 38' R/W 23' R/W 37' R/W 26' R/W 35' R/W 29' R/W 32' R/W 33' R/W 28' R/W 36' R/W 25' R/W 39' R/W 21' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 2 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.02CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 5+50 794 796 798 800 802 804 794 796 798 800 802 804 2.00%2.00% 5+75 790 792 794 796 798 800 802 804 790 792 794 796 798 800 802 804 -1 0 . 9 79 8 . 1 -14.6 797.8 9. 0 79 7 . 7 12 . 0 79 7 . 5 2.00%2.00%-8.2% 1:12 -8.3% 1:12 6+00 790 792 794 796 798 800 802 804 790 792 794 796 798 800 802 804 -1 6 . 1 79 7 . 5 -2 1 . 5 79 7 . 4 9. 0 79 7 . 1 12 . 0 79 6 . 2 2.00%2.00%0.70%-2.0%1:49 -30.1% 1:3 6+25 782 784 786 788 790 792 794 796 798 800 802 804 782 784 786 788 790 792 794 796 798 800 802 804 -7 . 6 79 6 . 2 -1 0 . 6 79 6 . 2 8. 7 79 5 . 8 11 . 7 79 6 . 0 2.00%2.00%2.8% 1:36 5.0%1:20 6+50 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 7. 0 79 3 . 8 10 . 0 79 4 . 3 -2 1 . 9 79 4 . 0 2.00%2.00%2.0%1:50 15.0%1:7-3.5%1:29 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 43' R/W 18' R/W 44' R/W 16' R/W 50' R/W 67' R/W 37' R/W 67' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 2 6 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.03CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 6+75 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 7. 0 79 1 . 2 10 . 0 79 1 . 1 -1 5 . 9 78 4 . 4 7. 0 79 1 . 2 10 . 0 79 1 . 1 -1 5 . 9 78 4 . 4 0.00%0.00%2.0% 1:50 -0.8%1:125 -108.8%1:1 0.00%0.00%2.0% 1:50 -0.8%1:125 -108.8%1:1 7+00 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 7. 0 78 7 . 7 10 . 0 78 8 . 8 -7.7 787.7 2.00%2.00% 38.4%1:3 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 31' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 3 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.04CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 7+25 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 7. 0 78 3 . 6 10 . 0 78 5 . 0 -7.7 783.7 2.00%2.00% 46.1%1:2 7+50 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 7. 0 77 9 . 6 10 . 0 78 1 . 7 -7.7 779.6 2.00%2.00% 69.5%1:1 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 35' R/W 22' R/W 39' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 3 6 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.05CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 7+75 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 7. 0 77 5 . 5 10 . 0 77 5 . 8 -7.7 775.6 2.00%2.00%9.5% 1:11 8+00 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 806 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 806 7. 0 77 1 . 5 10 . 0 77 1 . 6 -7.7 771.5 2.00%2.00%5.0%1:20 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 18' R/W 43' R/W 14' R/W 46' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 4 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.06CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 8+25 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 804 7. 0 76 7 . 4 10 . 0 76 7 . 6 -7.7 767.4 2.00%2.00%8.3% 1:12 8+50 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 796 798 800 802 7. 0 76 3 . 1 10 . 0 76 3 . 3 -7.7 763.1 2.00%2.00%7.6%1:13 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 10' R/W 50' R/W 8' R/W 53' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 4 6 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.07CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 8+75 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 788 790 792 794 7. 0 75 8 . 7 10 . 2 75 9 . 1 -7.7 758.7 2.00%2.00%13.5%1:7 9+00 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 778 780 782 784 786 7. 0 75 4 . 1 12 . 6 75 4 . 8 -7.7 754.1 2.00%2.00%12.6%1:8 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 7' R/W 53' R/W 9' R/W 52' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 5 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.08CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 9+25 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 770 772 774 776 7. 0 74 9 . 3 17 . 2 74 9 . 0 -7.7 749.3 2.00%2.00%-3.0% 1:34 9+50 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 760 762 764 766 768 -7 . 0 74 4 . 3 -1 0 . 0 74 3 . 6 7. 0 74 4 . 6 14 . 0 74 3 . 3 2.00%2.00% -23.9%1:4 -19.1% 1:5 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 10' R/W 48' R/W 10' R/W 43' WETL 12' WETL 13' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 1 : 5 6 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.09CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 9+75 710 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 710 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 750 752 754 756 758 -7 . 0 73 9 . 6 -1 0 . 0 73 9 . 1 7. 0 73 9 . 9 13 . 2 73 8 . 5 2.00%2.00% -14.4%1:7 -21.0% 1:5 10+00 710 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 710 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 742 744 746 748 -7 . 0 73 5 . 1 -1 0 . 0 73 4 . 8 7. 0 73 5 . 3 13 . 3 73 4 . 2 2.00%2.00%-8.1% 1:12 -18.6% 1:5 10+25 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 712 714 716 718 720 722 724 726 728 730 732 734 736 738 740 -7 . 0 73 1 . 1 -1 0 . 0 73 0 . 8 7. 0 73 1 . 4 15 . 5 73 0 . 2 2.00%2.00% -10.6%1:9 -13.9% 1:7 10+50 712 714 716 718 720 722 724 726 728 730 732 734 712 714 716 718 720 722 724 726 728 730 732 734 -7 . 0 72 7 . 8 -1 0 . 0 72 7 . 2 7. 0 72 8 . 0 30 . 9 72 5 . 8 2.00%2.00% -19.2%1:5 -9.4% 1:11 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 35' R/W 26' R/W 66' R/W 17' R/W 59' R/W 8' WETL 17' WETL 56' WETL 68' WETL 61' WETL 67' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 2 : 0 1 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.10CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT. 10+75 712 714 716 718 720 722 724 726 728 730 712 714 716 718 720 722 724 726 728 730 -7 . 0 72 5 . 0 -1 0 . 0 72 4 . 5 7. 0 72 5 . 1 10 . 4 72 4 . 8 0.00%2.00% -15.6%1:6 -10.3% 1:10 11+00 712 714 716 718 720 722 724 726 728 712 714 716 718 720 722 724 726 728 -7 . 0 72 2 . 6 -1 0 . 0 72 2 . 3 2.00%2.00%0.88%-7.1% 1:14 11+25 710 712 714 716 718 720 722 724 726 710 712 714 716 718 720 722 724 726 -7 . 0 72 0 . 1 -1 0 . 0 72 0 . 3 7. 0 72 0 . 1 16 . 1 72 0 . 1 2.00%2.00%6.2% 1:16 -0.4%1:272 11+50 708 710 712 714 716 718 720 722 724 708 710 712 714 716 718 720 722 724 -7 . 0 71 8 . 0 -1 0 . 7 71 7 . 7 7. 0 71 8 . 0 11 . 7 71 7 . 6 2.00%2.00%-7.2%1:14 -7.1% 1:14 11+75 706 708 710 712 714 716 718 720 706 708 710 712 714 716 718 720 -7 . 0 71 5 . 8 -1 0 . 4 71 5 . 3 7. 0 71 5 . 8 12 . 3 71 5 . 5 2.00%2.00% -16.0%1:6 -5.9% 1:17 12+00 706 708 710 712 714 716 718 706 708 710 712 714 716 718 -7 . 0 71 3 . 7 -1 0 . 1 71 3 . 2 7. 0 71 3 . 7 12 . 9 71 3 . 5 2.00%2.00% -15.9%1:6 -3.2% 1:31 12+25 704 706 708 710 712 714 716 704 706 708 710 712 714 716 -7 . 0 71 1 . 7 -9 . 7 71 0 . 8 7. 0 71 1 . 7 11 . 7 71 1 . 7 2.00%2.00% -30.9%1:3 2.0%1:50 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 R/W 50' R/W 23' R/W 32' R/W 34' R/W 21' R/W 40' R/W 19' R/W 41' R/W 18' R/W 42' R/W 18' R/W 42' WETL 55' WETL 34' WETL 53' WETL 43' WETL 52' WETL 29' WETL 46' WETL 24' WETL 35' WETL 27' SHEET B o l t o n & M e n k , I n c . 20 2 5 , A l l R i g h t s R e s e r v e d c H: \ S C N D \ 2 5 X 1 4 0 7 4 9 0 0 0 \ C A D \ C 3 D \ 1 4 0 7 4 9 C 8 0 1 . d w g 5/ 1 2 / 2 0 2 6 9 : 3 2 : 0 6 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.SCANDIA, MINNESOTA 2026 STREET IMPROVEMENT PROJECT - 197TH STREET 25X.140749.000 0 BID 05/19/2026 DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISIAH BUBANY 61842 05/19/2026 ICB ICB CAQ 3507 HIGH POINT DRIVE NORTH BLDG. 1 - SUITE E130 OAKDALE, MN 55128 Phone: (651) 704-9970 Email: Oakdale@bolton-menk.com www.bolton-menk.com R C8.11CROSS SECTIONS 197TH STREET FEETSCALE 0 10 20 HORZ. FEETSCALE 0 5 10 VERT.