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V.2. Approve Final Plans and Order Bids for the 2016 Street and Utility Improvements, City Project 2015-10; Stanley (CR2015-152) December 15, 2015 Council Report 2015-152 APPROVE FINAL PLANS AND ORDER BIDS 2016 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 2015-10 Proposed Action Staff recommends the following motion: adopt Resolution 2015-097, Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, 2016 Street and Utility Improvements, City Project 2015-10. This action continues an assessable project for street and utility improvements. Overview At its October 7, 2015 meeting, the Hopkins City Council conducted a public hearing concerning the street and utility improvements proposed for the 2016 Street and Utility Improvement Project. Council directed the project to proceed and authorized the preparation of final plans and specifications. The final plans are substantially complete, staff now asks the council to approve these plans and authorize advertisement for bids. Primary Issues to Consider Scope of Improvements Public Input Estimated Costs and Funding Project Schedule Staff Recommendation Supporting Information Engineer’s Estimate Final Plans (full set available upon request) Resolution 2015-097 _________________________________ Nate Stanley, P.E., City Engineer Financial Impact: $4,757,000 Budgeted: Y/N _Y_ Source: _PIR, SA, Water, Sanitary, Storm Related Documents (CIP, ERP, etc.): CIP _ Notes: _________________________________________ Council Report 2015-152 Page 2 ANALYSIS OF ISSUES Scope of Improvements This project includes reconstruction of the following streets: th  18 Avenue North from Mainstreet to the HCRRA right-of-way thst  19 Avenue North from Mainstreet to 1 Street North thrd  20 Avenue North from Mainstreet to 3 Street North stnd  21 Avenue North from south of 2 Street North to Trunk Highway 7 ndthth  2 Street North from 17 Avenue North to 20 Avenue North rdthth  3 Street North from 17 Avenue North to 18 Avenue North ththst  4 Street North from 19 Avenue North to 21 Avenue North th  Alley in HCRRA right-of-way from 18 Avenue North to the east Proposed street improvements include full reconstruction of streets and new curb and gutter throughout the project area; width improvements are also proposed. th The north half of 4 Street North is within the City of Minnetonka. Staff is working with Minnetonka to develop a reimbursement agreement for construction. Water main is proposed to be replaced throughout the project area. All water services will be replaced from the main to the property line unless they are copper and less than 10 years old. The 18-inch trunk stth water main running along 21 Avenue North and 4 Street North is not proposed for replacement. Sanitary sewer improvements include the removal and replacement of the main, manholes and service lines to the property line. Proposed storm sewer improvements include removal and replacement of the storm sewer main, addition of storm sewer inlets to reduce water ponding in the street and improvements to reduce sediment accumulation near the Duck Pond. Pedestrian facilities include removal and replacement of the existing sidewalk along the Avenues near ththth Mainstreet. New sidewalk will be added along 18, 19, and 20 Avenues from Mainstreet north to the east/west alley. Residents were asked if additional sidewalk through the neighborhoods was desired and the vast majority of respondents indicated no. Public Input A public informational meeting regarding the improvements was held on August 27, 2015. The meeting format consisted of a presentation of the overall project scope, but focused detailed discussion on thth assessments. The meeting invitation was sent to all property owners from 17 Avenue to 21 Avenue th between Mainstreet and 4 Street North, it is estimated that 50 people attended the meeting. Most questions at the meeting pertained to assessments and construction issues. Council Report 2015-152 Page 3 A questionnaire was sent to all properties in the project area in advance of the neighborhood meeting, a total of 68 responses have been received. Drainage concerns and a desire for improved street surface were the most notable comment in the responses. Bolton & Menk and City staff has met with individual property owners that have more significant impacts proposed adjacent to their properties in person to discuss concerns and look at options to minimize issues. At the public hearing for the project held on October 20, 2015 several property owners attended to voice questions regarding the assessment process and options for payment. Staff will be holding a public meeting later this winter prior to adoption of the assessment roll at which a detailed explanation of the assessment process will be presented. Information will be presented based on the questions that were th heard at the October 20 public hearing and property owners will be able to ask additional questions. Estimated Costs and Funding The estimate for this project, which includes a 10% contingency and costs for legal, administrative, and engineering totals to $4,757,000. The costs and budget items are as follows: Proposed Funding PI-PIR/General Obligation Bonds $1,200,000 Assessments 1,388,000 Storm Sewer Fund 450,000 Sanitary Sewer Fund 662,000 Water Fund 979,000 City of Minnetonka 78,000 Total $4,757,000 The current estimate is approximately $10,000 below the previous estimate. Public Works staff has coordinated with the Finance Director to ensure the project as proposed can be funded. Staff will return to council with an update on costs prior to contract award. Project Schedule Approve final plans/order bids December 15, 2015 Order Assessment Hearing February 2, 2016 Conduct Public Assessment Hearing/ March 1, 2016 Adopt Assessment Roll/ Award Contract Council Report 2015-152 Page 4 Begin Construction April, 2016 Complete Construction October, 2016 Staff Recommendation Staff recommends approving final plans and authorizing bids for this project with adoption of resolution 2015-097. ENGINEER'S ESTIMATE CITY OF HOPKINS, MN 2016 STREET & UTILITY IMPROVEMENTS PROJECT NO. T16.110077 ESTIMATED ESTIMATED TOTAL ESTIMATED ITEM NO.BID ITEMNOTESUNIT UNIT PRICEQUANTITYCOST 1MOBILIZATIONLS$200,000.001.00200,000.00$ $45,000.001.0045,000.00$ 2TRAFFIC CONTROLLS 3TREE TRIMMINGLS $5,000.001.005,000.00$ 4LANDSCAPE ALLOWANCELS$40,000.001.0040,000.00$ 520TH AVE / HILLTOP PARK LANDSCAPINGLS$10,000.001.0010,000.00$ 6EXPLORATORY EXCAVATIONHOUR$500.005628,000.00$ 7CLEARINGEACH$200.006412,800.00$ 8GRUBBINGEACH $200.006412,800.00$ 9REMOVE CURB & GUTTERLF$3.0013,90541,715.00$ 10REMOVE CONCRETE STEPEACH $100.00767,600.00$ 11REMOVE BITUMINOUS PAVEMENT (TRAILS AND DRIVEWAYS)SY$4.001,7617,044.00$ $6.001,90411,424.00$ 12REMOVE CONCRETE PAVEMENT (WALKS, DRIVEWAYS, AND ALLEYS)SY 13RECLAIM BITUMINOUS SURFACE (12" DEPTH)(2)SY $2.5028,66071,650.00$ 14SALVAGE & REINSTALL FENCE (CHAIN LINK)LF$40.001405,600.00$ 15SALVAGE & REINSTALL FENCE (VINYL OR WOOD)LF$40.00401,600.00$ 16SALVAGE & REINSTALL RETAINING WALLLF$50.00371,850.00$ 17SALVAGE & REINSTALL SIGN (SPECIAL)EACH$500.001500.00$ 18SALVAGE EXISTING PAVERSSF$5.002291,145.00$ 19SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LF$4.002,1688,672.00$ 20SAWING CONCRETE PAVEMENT (FULL DEPTH)LF$5.001,3966,980.00$ 21REMOVE SIGNEACH$50.00321,600.00$ 22REMOVE CONCRETE PARKING STOPEACH$50.005250.00$ 23REMOVE BOLLARDEACH$200.0081,600.00$ 24FURNISH AND INSTALL BOLLARDEACH$500.0084,000.00$ 25COMMON EXCAVATION (EV) (P) (1)CY$10.0016,437164,370.00$ 26SUBGRADE EXCAVATION(EV)CY$15.002,66539,975.00$ 27STABILIZING AGGREGATE(CV)CY$15.002,66539,975.00$ 28BITUMINOUS MATERIAL FOR TACK COATGAL$4.501,3806,210.00$ 29BITUMINOUS WEARING COURSE (SPWEA240C)TON$83.003,391281,453.00$ 30BITUMINOUS NON-WEARING COURSE (SPNWB230C)TON$78.003,391264,498.00$ 313" BITUMINOUS DRIVEWAY & PAVEMENT (SPWEA240B)(3)SY$25.001,20030,000.00$ $14.0013,595190,330.00$ 32AGGREGATE BASE CLASS 5 (2)TON $29.00651,885.00$ 33AGGREGATE SURFACING CLASS 2 (DRIVEWAY, TRAIL)TON $5.509,87054,285.00$ 344" CONCRETE WALK(3)SF $60.00653,900.00$ 356" CONCRETE WALK (PEDESTRIAN RAMPS)(3)SY $13.0016,180210,340.00$ 36CONCRETE CURB & GUTTER DESIGN B618LF $15.002003,000.00$ 37CONCRETE CURB & GUTTER DESIGN D418LF $60.001,40584,300.00$ 386" CONCRETE DRIVEWAY PAVEMENT(3)SY $70.00151,050.00$ 397" CONCRETE VALLEY GUTTER(3)SY $75.001,29096,750.00$ 408" CONCRETE DRIVEWAY/ALLEY PAVEMENT(3)SY $100.0020020,000.00$ 418" CONCRETE STREET PAVEMENT(3)SY $25.002005,000.00$ 42ALLEY CONCRETE TIE BARS (NO. 4)EACH $45.001165,220.00$ 43TRUNCATED DOMESSF $250.0023157,750.00$ 44CONCRETE STEPS DESIGN SPECIAL 1(3)LF $300.004814,400.00$ 45CONCRETE STEPS DESIGN SPECIAL 2 (CONCRETE EDGER)(3)LF $500.0042,000.00$ 46SALVAGE & REINSTALL HANDRAILEACH $10.002292,290.00$ 47REINSTALL PAVERS(3)SF $40.002309,200.00$ 48MODULAR BLOCK RETAINING WALL(3)SF 49REMOVE SEWER PIPE (STORM)LF $7.001,60011,200.00$ 50REMOVE DRAINAGE STRUCTUREEACH$300.003811,400.00$ CITY OF HOPKINS, MN 2016 STREET & UTILITY IMPROVEMENTS PROJECT NO. T16.110077 ESTIMATED ESTIMATED TOTAL ESTIMATED ITEM NO.BID ITEMNOTESUNIT UNIT PRICEQUANTITYCOST 5115" STORM SEWER PIPE(4)LF$35.003,000105,000.00$ 5218" STORM SEWER PIPE(4)LF$38.0056221,356.00$ 5321" STORM SEWER PIPE(4)LF$40.00873,480.00$ 54CONNECT TO EXISTING STORM PIPEEACH$750.0064,500.00$ 55CONNECT TO EXISTING DRAINAGE STRUCTUREEACH$1,000.0022,000.00$ 56CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020EACH$2,500.001845,000.00$ 57CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4022EACH$2,500.00717,500.00$ 58CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020EACH$3,500.0027,000.00$ 59CONSTRUCT DRAINAGE STRUCTURE SPECIAL 1 (24" X 36")EACH$1,500.003045,000.00$ 60SAFL BAFFLESF$125.00162,000.00$ 6115" FESEACH$1,000.0011,000.00$ 6218" FESEACH$1,200.0011,200.00$ 6321" FESEACH$1,500.0011,500.00$ 64INSTALL CASTING (CATCH BASIN)EACH$750.003022,500.00$ 65INSTALL CASTING (STORM MANHOLE) (SPECIAL)EACH$900.002724,300.00$ 66ADJUST FRAME, RING, & CASTING (STORM, SANITARY)EACH$250.00102,500.00$ 67SALVAGE CASTING (STORM, SANITARY)EACH$50.00653,250.00$ 67RAISE SANITARY MANHOLEEACH$750.001750.00$ 68REMOVE SANITARY MANHOLEEACH$500.00189,000.00$ 69REMOVE SEWER PIPE (SANITARY)LF$8.005,29642,368.00$ $50.00201,000.00$ 708" DI SANITARY SEWER PIPELF $38.005,433206,454.00$ 718" PVC SDR 35 SANITARY SEWER PIPE(4)LF $25.005,430135,750.00$ 726" PVC SDR 26 SANITARY SEWER SERVICE PIPE(4)LF $200.0018136,200.00$ 738" x 6" SDR 26 PVC SERVICE WYE(4)EACH $250.0051,250.00$ 746" PVC SANITARY SEWER CLEANOUT(4)EACH $2,500.00410,000.00$ 75CONNECT TO EXISTING SANITARY SEWER MANHOLEEACH $1,500.0034,500.00$ 76CONNECT TO EXISTING SANITARY SEWER PIPEEACH $175.0018131,675.00$ 77RECONNECT EXISTING SANITARY SEWER SERVICEEACH $5,000.0015,000.00$ 78SANITARY SEWER MAIN SPOT REPAIR(4)EACH $45.0077010,755.00$ 79LINING SEWER PIPE 8"LF $2,500.002255,000.00$ 80CONSTRUCT SANITARY SEWER MANHOLEEACH $1,250.003240,000.00$ 81INSTALL CASTING (SANITARY MANHOLE) (SPECIAL)EACH $150.003450.00$ 82ADJUST VALVE BOXEACH 83REMOVE WATER MAINLF $5.006,40532,025.00$ 84REMOVE HYRDANTEACH$350.00113,850.00$ $500.0031,500.00$ 85REMOVE & REPLACE CORPORATION STOPEACH $175.0018332,025.00$ 861" CORPORATION STOPEACH $250.0018345,750.00$ 871" CURB STOP & BOXEACH $200.0018336,600.00$ 88CONNECT TO EXISTING WATER SERVICEEACH $150.00152,250.00$ 89FORD TYPE A-1 CURB STOP COVERSEACH $275.0015843,450.00$ 90TEMPORARY WATER SERVICEEACH $1,400.001216,800.00$ 916" GATE VALVE W/ BOXEACH $1,800.002850,400.00$ 928" GATE VALVE & BOXEACH $6,000.0016,000.00$ 9318" BUTTERFLY VALVE W/ BOXEACH $3,500.001242,000.00$ 94HYDRANTEACH $25.005,500137,500.00$ 951" TYPE K COPPER WATER SERVICE PIPE(4)LF $40.002008,000.00$ 966" WATER MAIN DUCTILE IRON CL 52LF $45.006,325284,625.00$ 978" WATER MAIN DUCTILE IRON CL 52LF $95.00151,425.00$ 9818" WATER MAIN DUCTILE IRON CL 52LF $90.0072565,250.00$ 998" WATER MAIN (TRENCHLESS)(5)LF $2.50320800.00$ 1004" POLYSTYRENE INSULATIONSF CITY OF HOPKINS, MN 2016 STREET & UTILITY IMPROVEMENTS PROJECT NO. T16.110077 ESTIMATED ESTIMATED TOTAL ESTIMATED ITEM NO.BID ITEMNOTESUNIT UNIT PRICEQUANTITYCOST 101DUCTILE IRON FITTINGSPOUND$10.004,64046,400.00$ 102CONNECT TO EXISTING WATER MAINEACH$1,250.001417,500.00$ 10318"X6" WET TAPEACH$5,000.0015,000.00$ 10416" INSERT-A-VALVE (LIVE CUT IN)EACH$15,000.00115,000.00$ 105LOWER HYDRANTEACH$1,000.0011,000.00$ 106HYDRANT EXTENSIONEACH$500.001500.00$ 107DECIDUOUS TREE 2" CAL B & B (HACKBERRY)TREE$400.0083,200.00$ 108DECIDUOUS TREE 2" CAL B & B (HONEY LOCUST)TREE$400.0083,200.00$ 109DECIDUOUS TREE 2" CAL B & B (LITTLE LEAF LINDEN)TREE$400.0083,200.00$ 110DECIDUOUS TREE 2" CAL B & B (SWAMP WHITE OAK)TREE$400.0083,200.00$ 111DECIDUOUS TREE 2" CAL B & B (SUGAR MAPLE)TREE$400.0083,200.00$ 112DECIDUOUS TREE 2" CAL B & B PARKWAY NORWAY MAPLE)TREE$400.0083,200.00$ 113DECIDUOUS TREE 2" CAL B & B (CATHEDRAL ELM)TREE$400.0083,200.00$ 114DECIDUOUS TREE 2" CAL B & B (RED OAK)TREE$400.0083,200.00$ 115SHREDDED HARDWOOD MULCH (MATCH EXISTING)(LV)CY$25.005125.00$ 116LAWN TYPE SODSY$5.0017,70088,500.00$ 117HYDROMULCH & SEED MIX 270SY$1.50440660.00$ 118CATEGORY 3 EROSION CONCTROL BLANKET & SEED MIX 270SY$1.50270405.00$ 119TOPSOIL BORROW (SPECIAL)(LV)CY$30.001,98059,400.00$ 120STORM DRAIN INLET PROTECTIONEACH$150.00436,450.00$ 121STREET SWEEPER WITH OPERATIONHOUR$150.008012,000.00$ 122SILT FENCELF$2.001,0202,040.00$ 123BIOROLLLF$2.005201,040.00$ 124SIGN PANELS TYPE CSQ FT$65.0016110,465.00$ 125SIGN PANELS TYPE DSQ FT$65.00885,720.00$ 126TRAFFIC SIGN POST & FOUNDATIONEACH$200.00387,600.00$ 127SALVAGE AND REINSTALL SIGNEACH$150.006900.00$ 128TYPE III BARRACADEEACH$500.0021,000.00$ 1294" SOLID LINE YELLOW - PAINTLF$1.00120120.00$ 1304" SOLID LINE WHITE - PAINTLF$1.00390390.00$ 1314" DOUBLE SOLID YELLOW - PAINTLF$2.00100200.00$ 132PAVEMENT MESSAGE (HANDICAP SYMBOL) - LATEXEACH$200.002400.00$ 133ZEBRA CROSSWALK BLOCK - WHITE LATEXEACH $100.00101,000.00$ TOTAL ESTIMATED CONSTRUCTION COST $ 4,156,514.00 NOTES: (1) ESTIMATED QUANTITY INCLUDES VOLUME OF RECLAIMED MATERIAL FOR REUSE. SALVAGED RECLAIM MATERIAL SUITABLE FOR REUSED MAY BE SUBSTITUTED FOR USE AND PAYMENT AS AGGREGATE BASE CLASS 5, SEE (2) SPECIFICATIONS (3) FURNISHING AND INSTALLING REQUIRED AGGREGATE BASE FOR THIS ITEM SHALL BE INCIDENTAL AND INCLUDED IN THE UNIT PRICE BID EXCAVATION AND DISPOSAL OF MATERIAL FOR, FURNISHING, AND INSTALLING REQUIRED BEDDING & ENCASEMENT MATERIAL SHALL BE (4) INCIDENTAL AND INCLUDED IN THE UNIT PRICE BID SEE SPECIFICATIONS FOR TRENCHLESS METHODS. REMOVAL, ABANDONMENT, OR OTHER ELIMINATION OF THE EXISTING MAIN TO THE (5) OWNERS SATISFACTION SHALL BE INCIDENTAL (EV)MEASURED AS EXCAVATED VOLUME (CV)MEASURED COMPACTED VOLMUE (LV)MEASURED AS LOOSE VOLUME (P)MEASURED AS PLANNED QUANTITY REINSTALL 26 LF 26 18TH AVE N 20 18TH AVE N RETAINING WALL 30 18TH AVE N 10 18TH AVE N 14 18TH AVE N 34 18TH AVE N 38 18TH AVE N 42 18TH AVE N 18TH AVE N 6 18TH AVE N16 STA 105+20' TO 105+60' 1801 MAINSTREET TRANSITION FROM 2% TO 3% LEFT CROSS SLOPE STA 101+40' TO 101+55' CONSTRUCT 12 CONSTRUCT 20 TRANSITION FROM 1% LF CONC STEP LF CONC STEP REINSTALL 20 LF TO 2% LEFT CROSS SLOPE FENCE 99+80100+00101+00103+00104+00 105+00106+00 102+00 7' 6' 1721 MAINSTREET STA 100+20.66' 37 18TH AVE N 31 18TH AVE N T BEGIN 1% LEFT CROSS SLOPE 23 18TH AVE N 13 18TH AVE N 43 18TH AVE N E 29 18TH AVE N BEGIN 3% RIGHT CROSS SLOPE 7 18TH AVE N E R T 45 18TH AVE N S 18TH AVE N N I A M 950950 VPI 102+05.00 ELEV 935.25 CURVE LEN=125.00' E=0.64' 945945 VPI 100+70.00 EXISTING CENTERLINE PROFILE ELEV 932.55VPI 104+75.00VPI 104+75.00 ELEV 934.61ELEV 934.61 HP 102+03.37HP 102+03.37 VPC 101+42.50ELEV 934.00 ELEV 933.93 VPT 102+67.50 CURVE LEN=80.00'ELEV 928.50ELEV 928.50 ELEV 933.35 VPT 101+10.00 940940 E=0.06'CURVE LEN=150.00'CURVE LEN=150.00' VPI 103+45.00ELEV 932.30 E=0.43'E=0.43' VPC 100+30.00ELEV 931.50 ELEV 931.25 VPI 100+20.66 VPC 104+00.00VPC 104+00.00ELEV 930.69ELEV 930.69 ELEV 928.01ELEV 928.01 VPT 105+50.00VPT 105+50.00 935935 45 %% 00 ..00 22 44A --22 .. 11 11 %% -- 22 .. 99 22 %% %% 33 930930 ..66 22 PROPOSED CENTERLINE PROFILE --00..66 55%% 925925 8 " W M N N M W " 8 N M W " 8 X E 920920 8" W M N " SAN 8 " SAN 8 8" STM EX 915915 931.76932.25932.71933.15933.55933.95934.30934.52934.61934.56934.39934.08933.67933.25932.83932.41931.86931.28930.69930.14929.64929.21928.84928.53928.28928.09927.95927.82927.69 930.92931.22931.90932.48933.00933.48933.86934.21934.48934.69934.83934.78934.59934.32933.96933.43932.97932.45931.89931.30930.74930.24929.79929.35929.04928.65928.41928.21928.03927.90927.72 910910 100+00101+00102+00103+00104+00105+00106+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C601 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 18TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:20:24 AM LIC. NO.DATE 118 18TH AVE N 128 18TH AVE N 124 18TH AVE N 106 18TH AVE N 142 18TH AVE N 122 18TH AVE N 42 18TH AVE N 110 18TH AVE N 112 18TH AVE N 102 18TH AVE N 138 18TH AVE N 114 18TH AVE N CONSTRUCT 9 LF 1 EA CONNECT TO EXISTING CONSTRUCT 6 LF CONC STEP STORM PIPE CONC STEP PI 106+69.13 106+00 107+00 109+00 110+00 111+00 108+00 112+00 CONSTRUCT 3 LF 1 EA CONNECT TO EXISTING CONC STEP STA 106+35' DRAINAGE STRUCTURE END 3% CROWN, CONSTRUCT 3 LF CONC STEP SEE INT DTL STA 107+00' CONSTRUCT 12 STA 108+80' TO 109+20', BEGIN 2% CROWNLF CONC STEP TRANSITION 2% TO 3% CROWN 105 18TH AVE N N 101 18TH AVE N 45 18TH AVE N117 18TH AVE N 137 18TH AVE N 129 18TH AVE N 115 18TH AVE N 125 18TH AVE N T 121 18TH AVE N 18TH AVE N 133 18TH AVE N 113 18TH AVE N S T S 1 VPI 109+00.00VPI 109+00.00 ELEV 932.40ELEV 932.40 945945 CURVE LEN=100.00'CURVE LEN=100.00' E=0.21'E=0.21' 8-18 106+58.17-16.72' R R=927.51 940940 ELEV 932.65ELEV 932.65 VPT 109+50.00VPT 109+50.00 2-18 I=923.68 (15") E 8A-18 110+67.17-10.63' R ELEV 931.31ELEV 931.31 VPC 108+50.00VPC 108+50.00 I=923.78 (15") S 106+31.03-16.67' R R=932.92 I=923.78 (15") N R=926.86 I=926.93 (15") N I=924.02 (15") W I=923.68 (18") W I=926.83 (15") S I=923.92 (15") N VPI 106+70.00VPI 106+70.00ELEV 927.89ELEV 927.89 935935 ELEV 927.73ELEV 927.738C-18 VPI 106+86.00VPI 106+86.00 VPI 106+31.03VPI 106+31.03ELEV 927.49ELEV 927.49I=928.80 (15") W 1-18 107+08.86-16.80' R 107+90.59-11.61' RI=928.80 (15") E 47 R=927.75 R=929.78 I=924.67 (15") W ..5500%% 00 I=925.45 (15") N I=924.94 (15") N I=925.35 (15") S I=924.84 (15") S 930930 %% 88 ..11 22 46 0% 0.5 @ " STM 15 49LF 2 --110% ..00 0.5 00TM @ %% 15" S 77LF 55%%2 ..00 11 0% 0.5 TM @ 5" S 2LF 1 8 925925 N " WM 8 N M " W 8 51' 15" STM @ 2.09% N " SA 8 27' 15" STM @ 0.50% 920920 N " SA 8 915915 910910 927.69927.56927.58927.79927.79928.04928.47928.91929.35929.78930.22930.66931.09931.52931.89932.19932.42932.59932.70932.80932.90933.00933.10933.20933.30933.40933.50933.60933.70933.80933.90 927.72927.59927.61927.79927.89927.87928.40928.92929.41929.89930.34930.79931.26931.70932.14932.45932.65932.79932.86932.88932.92933.00933.05933.18933.35933.54933.67933.74933.77933.84933.94 905905 106+00107+00108+00109+00110+00111+00112+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C602 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 18TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:20:41 AM LIC. NO.DATE 2 0 0 1 8 T H AE N TH AV 34 18 2 N AVE 8TH 30 1 2 V E 14 2 18 TH AV E N N AVE 8TH 44 1 2 N AVE 8TH 38 1 2 E N TH AV 26 18 2 N 13 8 18 TH AV E NE N TH AV 10 18 2 E N TH AVE N 16 18TH AV 222 18 2 E N TH AV 02 18 2 1 EA CONNECT TO STA 113+80' TO EXISTING STORM PIPE 114+20', TRANSITION FROM 3% TO 2% CROWN 9 0 . 8 3 + 3 1 1 I P 8+00 11 11 2+7+00 0011 6+00 11 5+00 11 11 3+ 00 4+00 11 CONSTRUCT 3 LF CONC STEP 1 EA CONNECT TO EXISTING STORM PIPE 1 E N TH AV 45 18 2 E N 4TH AV 41 18 2 N 3 E N TH AV 17 18 2 T E N TH AV 127 18 E N2 TH AV E N23 18 TH AV2 11 18 2 E N TH AV 21 18 2 8 S T E N TH AV 1407 18 1 2 18 TH AV E 13 N 7 18 TH AVH E N E N TH AV 05 18 2 18TH AVE N D A V N E 2 N VPI 118+10.00VPI 118+10.00 ELEV 943.55ELEV 943.55 955955 CURVE LEN=200.00'CURVE LEN=200.00' VPI 115+40.00VPI 115+40.00 E=0.38'E=0.38' ELEV 939.70ELEV 939.70 CURVE LEN=100.00'CURVE LEN=100.00' E=0.30'E=0.30' 950950 VPC 117+10.00VPC 117+10.00ELEV 941.80ELEV 941.80 VPI 114+00.00VPI 114+00.00 3-18 5-18 ELEV 940.75ELEV 940.75 VPI 116+50.00VPI 116+50.00 ELEV 935.00ELEV 935.00 113+15.71-11.27' R VPT 115+90.00VPT 115+90.00ELEV 940.18ELEV 940.18 116+66.14-11.50' R CURVE LEN=50.00'CURVE LEN=50.00' R=934.15 R=940.80 I=930.65 (15") N E=0.14'E=0.14' I=934.00 (15") N VPC 114+90.00VPC 114+90.00ELEV 938.02ELEV 938.02 945945 I=928.17 (15") S I=933.90 (15") S I=928.27 (15") E VPT 114+24.99VPT 114+24.99ELEV 935.84ELEV 935.84 I=928.27 (15") W ELEV 934.75ELEV 934.75 VPI 113+38.00VPI 113+38.00ELEV 934.71ELEV 934.71 VPC 113+74.99VPC 113+74.99 VPI 113+60.00VPI 113+60.00ELEV 934.53ELEV 934.53 49 VPI 112+60.00VPI 112+60.00ELEV 934.20ELEV 934.20 ELEV 933.99ELEV 933.99 VPI 113+00.00VPI 113+00.00 940940 %% 55 77 .. 11 55%% ..99 00 %% 66 33 .. 4833 935935 --11 ..0000%% %%1188 .. 11 %% 00 00 .. 22 --00..5533%% 3% .9 0 @ TM S 5" 1 LF 51 3 N M W " 8 930930 N M W " 8 N M " W 8 925925 N A S " 8 920920 933.90934.00934.10934.20934.10933.99934.39934.73934.53934.77935.14935.68936.34937.01937.69938.35938.92939.40939.78940.07940.27940.46940.65940.92941.28941.62941.97942.29942.58942.84943.07 933.94934.07934.11934.15934.08934.14934.33934.63934.75935.14935.58936.08936.58937.23937.85938.45938.96939.36939.79940.18940.46940.69940.97941.20941.52941.84942.10942.39942.65942.95943.19 915915 112+00113+00114+00115+00116+00117+00118+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C603 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 18TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:20:58 AM LIC. NO.DATE AVE N 4 18TH 25 332 18TH AVE N 300 18TH AVE N AVE N 4 18TH 342 18TH AVE N 24 AVE N 0 18TH 25 322 18TH AVE N 336 18TH AVE N 314 18TH AVE N PI 119+50.80 7 1 . 6 1 + 0 2 1 I P 119+00 124+00 123+00 122+00 121+00 8+00 11 12 0+ 00 CONSTRUCT 9 LF CONC STEP 313 18TH AVE N 331 18TH AVE N 341 18TH AVE N 337 18TH AVE N 325 18TH AVE N AVE N 5 18TH 319 18TH AVE N 24 307 18TH AVE N AVE N 1 18TH 24 N AVE N 1 18TH 25 2 5 301 18TH AVE N T 7 S 18TH AVE N 1 8 T D H R A 3 V E N 965965 VPI 123+50.00 VPI 121+80.00 ELEV 952.75 ELEV 950.84 CURVE LEN=200.00' CURVE LEN=80.00' 960960 E=0.11' E=0.29' ELEV 951.63 VPC 122+50.00 ELEV 951.29 VPI 120+15.00VPI 120+15.00VPT 122+20.00 VPI 118+10.00 7-18 ELEV 944.25ELEV 944.25 6-18 119+95.35-12.17' R ELEV 943.55 119+65.16-10.98' R CURVE LEN=50.00'CURVE LEN=50.00'VPC 121+40.00ELEV 949.23 R=944.08 CURVE LEN=200.00' R=944.41 E=0.33'E=0.33' 955955 I=940.00 (15") NW E=0.38' I=939.10 (15") N I=940.00 (15") E ELEV 946.61ELEV 946.61 VPI 120+75.00VPI 120+75.00 I=939.00 (15") S I=939.90 (15") S 51 I=939.20 (15") E ELEV 945.23ELEV 945.23 VPT 120+40.00VPT 120+40.00 VPI 119+80.00VPI 119+80.00ELEV 944.70ELEV 944.70 VPC 119+90.00VPC 119+90.00ELEV 944.57ELEV 944.57 LP 120+02.34LP 120+02.34ELEV 944.49ELEV 944.49 I=939.20 (15") W ELEV 943.79VPI 119+15.00VPI 119+15.00ELEV 943.80ELEV 943.80 VPT 119+10.00 ELEV 943.65ELEV 943.65 VPI 119+45.00VPI 119+45.00 22%% ..11 11 950950 %% 44 00 .. 44 945945 50 %% 33 99 .. 33 N M " W 8 --11 ..22 99 %% %% 00 00 .. 33 ..2244%% 00 --00..5500%% N A S " 8 940940 N M W " 8 % 7 6 . 1 @ M T S " 5 1 F L 930' 15" STM @ 2.65% 9 2 935935 N M " W 8 N A S " 8 930930 N A S " 8 943.19943.43943.56943.69943.86944.05944.18944.20944.32944.45944.72945.23945.94946.60947.32948.01948.78949.41950.06950.66951.13951.43951.64951.93952.21952.47952.67952.84952.95953.18953.35 943.19943.43943.56943.69943.86944.05944.18944.20944.32944.45944.72945.23945.94946.60947.32948.01948.78949.41950.06950.66951.13951.43951.64951.93952.21952.47952.67952.84952.95953.18953.35 925925 118+00119+00120+00121+00122+00123+00124+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C604 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 18TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:21:16 AM LIC. NO.DATE 350 18TH AVE N 342 18TH AVE N PROTECT EXISTING FENCE 1 2 0 5 6 +3 . 7 0 7 13' . 0 5 0REPLACE BOLLARDS 5 + 13' 5 8 . 0 9 10' 5P + 6 +C T 1 5 5 . 2 P 0 1C 9 + P 6P 3 O +3 E . 5 8 2 1 1 A 1+ 00 0+00 3 L P 0 L . B BOP 0+00.002 O O 1 E 2 + 125+70 125+00 124+00P+ 2 0 T 0 0 2 P 5 + . 0 2 2 0 + . 2 0 P 0 O W E 2 0 + O 0 D 2 BARRICADE TYPE III+E H S 0 3 R 1 2 5 A + 0 0 N R 0+33.81 C PC E V C A H H T S 8 H 1 E D1 4 N 3 E V P A T 0 + 5 H N 7 T . 6 341 18TH AVE N 0 8 337 18TH AVE N E 1 V A 0 5 H 3 T 8 1 ALLEY 18TH AVE N 7 3 0 0 3 + 1 1 2 4 N + 0 E 0 V A H 970970970970 T 8 1 2 4 VPI 123+50.00VPI 123+50.00 3 ELEV 952.75ELEV 952.75 CURVE LEN=200.00'CURVE LEN=200.00' 965965965965 E=0.11'E=0.11' VPI 125+07.25VPI 125+07.25 ELEV 953.84ELEV 953.84VPI 0+00.00VPI 0+00.00ELEV 953.82ELEV 953.82 VPI 0+16.67VPI 0+16.67ELEV 953.53ELEV 953.53 VPI 0+14.50VPI 0+14.50ELEV 953.53ELEV 953.53 VPT 124+50.00VPT 124+50.00ELEV 953.44ELEV 953.44 960960960960 VPI 0+38.70VPI 0+38.70ELEV 951.48ELEV 951.48 VPI 1+24.14VPI 1+24.14ELEV 950.96ELEV 950.96 VPI 1+78.59VPI 1+78.59 ELEV 950.26ELEV 950.26 VPI 2+02.83VPI 2+02.83 ELEV 949.57ELEV 949.57 955955955955 52 --22 .. 00 %%00 ..6699%% 00 --00..2233%% -- 99 .. 22 77 %% 950950950950 --00..66 22%% --11 ..22 77 %% -- 22 .. 88 44 %% 945945945945 N " WM 8 940940940940 935935935935 953.07953.23953.37953.51953.65953.79953.90953.27951.90951.34951.19951.10951.00950.78950.46950.23949.78 953.35953.51953.65953.78953.81953.84954.25952.16953.69953.90953.27951.90951.34951.19951.10951.00950.78950.46950.23949.78 930930930930 124+00125+00126+00126+600+001+002+002+40 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C605 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 18TH AVENUE N & ALLEY 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-18TH.dwg 12/9/2015 11:21:49 AM LIC. NO.DATE 14 19TH AVE N 20 19TH AVE N 16 19TH AVE N 1901 MAINSTREET 44 19TH AVE N 36 19TH AVE N 8 19TH AVE N 28 19TH AVE N30 19TH AVE N 1901 1/2 19TH AVE N REINSTALL 15 LF FENCE 206+00 203+00204+00 201+00202+00 199+80 5+00 20 0+00 20 T CONSTRUCT 3 LF E REINSTALL CONSTRUCT 3 LF CONC STEP E 15 LF FENCE REINSTALL CONC STEP R 15 LF FENCE T S DRIVEWAY SHALL NOT 41 19TH AVE N BE REINSTALLED 25 19TH AVE N N I 45 19TH AVE N A 33 19TH AVE N 37 19TH AVE N 21 19TH AVE N 29 19TH AVE N 15 19TH AVE N 1821 MAINSTREET M 9 19TH AVE N 19TH AVE N 950950 VPI 200+75.51VPI 200+75.51 VPI 201+80.48VPI 201+80.48 ELEV 933.79ELEV 933.79 ELEV 932.57ELEV 932.57 CURVE LEN=60.00'CURVE LEN=60.00' 945945 CURVE LEN=80.00'CURVE LEN=80.00' E=0.12'E=0.12' E=0.17'E=0.17' EXISTING CENTERLINE PROFILE ELEV 933.68ELEV 933.68 VPC 200+45.51VPC 200+45.51HP 200+63.56HP 200+63.56 ELEV 933.64ELEV 933.64 VPI 200+21.87VPI 200+21.87ELEV 933.52ELEV 933.52 VPT 201+05.51VPT 201+05.51ELEV 933.44ELEV 933.44 ELEV 933.03ELEV 933.03 VPC 201+40.48VPC 201+40.48 VPI 202+65.21VPI 202+65.21ELEV 932.99ELEV 932.99 940940 ELEV 932.77ELEV 932.77 LP 201+96.37LP 201+96.37ELEV 932.71ELEV 932.71VPT 202+20.48VPT 202+20.48 VPI 203+80.00VPI 203+80.00ELEV 932.66ELEV 932.66 VPI 203+50.65VPI 203+50.65ELEV 932.46ELEV 932.46 VPI 205+94.83VPI 205+94.83ELEV 931.48ELEV 931.48 3A-19 2A-19 201+96.37-16.67' R 203+50.65-16.67' R R=932.82 R=932.07 53A I=929.18 (15") W I=928.31 (15") S 935935 I=929.08 (15") N I=928.31 (15") W I=928.31 (18") N 54 %% ..5500 00 --11 ..11 66 %% %% ..5500 00 --00..66 33%% %% ..7700 00 --00..55 55%% 930930 154' 15" STM @ 0 .50% 283' 18" STM @ 0 .50% EX 8" WMN 925925 PROPOSED CENTERLINE PRO FILE 8" WMN 8" WMN 920920 " SAN 8 " SAN 8 N " SA X 8 E 915915 933.65933.52933.70933.71933.71933.59933.47933.37933.31933.31933.35933.35933.34933.34933.30933.22933.09932.97932.93932.89932.83932.81932.73932.66932.57932.45932.40932.35932.15931.96931.72 933.65933.52933.70933.71933.71933.59933.47933.37933.31933.31933.35933.35933.34933.34933.30933.22933.09932.97932.93932.89932.83932.81932.73932.66932.57932.45932.40932.35932.15931.96931.72 910910 200+00201+00202+00203+00204+00205+00206+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C606 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 19TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-19TH.dwg 12/9/2015 11:22:50 AM LIC. NO.DATE 1 0 2 1 9 T H 20 19TH AVE N A 1ST ST N V 44 19TH AVE N 36 19TH AVE N E 28 19TH AVE N30 19TH AVE N N 1 EA CONNECT TO EX CONSTRUCT 9 LF DRAINAGE STRUCTURE CONC STEP EOP 207+07.33 206+00207+00207+07 204+00 5+00 20 1 0 1 CONSTRUCT 3 LF 1 9 CONC STEP CONSTRUCT 3 LF T H CONC STEP A V E 41 19TH AVE N 25 19TH AVE N N 45 19TH AVE N 33 19TH AVE N 37 19TH AVE N 29 19TH AVE N 19TH AVE N 950950 945945 1B-19 206+33.61-16.67' R PROPOSED CENTERLINE PROFILE R=931.80 I=926.89 (18") S I=926.79 (18") W 940940 VPI 206+36.11VPI 206+36.11ELEV 931.69ELEV 931.69 VPI 205+94.83VPI 205+94.83ELEV 931.48ELEV 931.48 935935 EX 54 --00..55 55%% ..5500%% 00 930930 283' 18" STM @ 0 .50% EXISTING CENTERLINE PROFILE 925925 EX 8" WMN AN X 8" S E 920920 " SAN 8 915915 932.83932.81932.73932.66932.57932.45932.40932.35932.15931.96931.72931.63931.72931.89931.98932.19 932.83932.81932.73932.66932.57932.45932.40932.35932.15931.96931.72931.63931.72931.89931.98932.19 910910 204+00205+00206+00207+00208+00209+00210+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C607 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 19TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-19TH.dwg 12/9/2015 11:23:10 AM LIC. NO.DATE N E V A TH 20 0 3 N E V A TH 20 4 5 T EE TRN NSE AIV MN A 1 E TH 01V 20 2 A6 TH4 20 2 4 N E NV E A AVTH TH 20 208 2 3 2 REINSTALL N REINSTALL E AV TH 20 0 2 N E V A TH N 20 REINSTALL E 6 V1 A TH 20 2 1 15 LF FENCE PROTECT EXISTING FENCE 15 LF FENCE 15 LF FENCE REINSTALL 15 LF FENCE 299+80300+00 301+00 302+00303+00 305+00 306+00 304+00 CONSTRUCT 6 LF PROTECT EXISTING CONCRETE STEPS CONSTRUCT 6 LF CONCRETE STEPS T LIGHTING UNIT E E R T S N TE EEV TR A NSTH AI 20 M5 9 2 91 1 N E V A TH 20 N5 E 4 AV TH 20 1 2 N E V A TH 20 3 5 N N E AV TH 20 1 I 4 N E V A TH 20 5 3 A 20TH AVE N N E V A TH 20 5 1 M 2A-20 3A-20 303+57.20-16.68' R 302+24.22-16.67' R R=931.83 950950 R=932.12 I=928.29 (15") S I=929.05 (15") W I=928.29 (15") W I=928.95 (15") N I=928.19 (15") N VPI 301+30.00 VPI 302+95.00 ELEV 933.10ELEV 932.94 VPI 300+50.00 945945 CURVE LEN=80.00'CURVE LEN=50.00' ELEV 935.78 PROPOSED E=0.27' E=0.12' CURVE LEN=50.00' VPI 302+23.34 VPI 303+45.24 CENTERLINE PROFILE VPI 300+24.00ELEV 935.59 E=0.25' ELEV 932.53 ELEV 932.22 ELEV 934.94 VPT 300+75.00 VPC 300+90.00ELEV 934.44 CURVE LEN=50.00' CURVE LEN=50.00' E=0.07' 0 E=0.12' ELEV 932.86 940 VPT 301+70.00ELEV 932.84 940 VPC 302+70.00ELEV 932.80HP 302+84.30 0 ELEV 932.68 VPC 301+98.34ELEV 932.67ELEV 932.65 LP 302+24.22LP 302+24.22VPT 302+48.34VPI 304+30.00 0ELEV 932.60ELEV 932.60ELEV 932.58 VPT 303+20.00 . ELEV 932.35 LP 303+57.23LP 303+57.23ELEV 932.32ELEV 932.32 VPT 303+70.24 6 5 ELEV 932.05 VPI 305+50.00 . 2 5 + 3 0 9 0 4 V 3 2 E 8 . C L 5 0 P E. 63A 2 V2 + 3 3 935935 9 0 %V .703 0 E C L - 3 . 364 5 % P E HP 300+33.64 V ELEV 935.63 -0.6 1% .57% 0 -1 .4 2 % .50% 0 -0.5 0% -0 .90 % 930930 111333333 ''' 111555 """ SSSTTT MMM @@@ 000...555 000%%% 266 ' 15 " ST M @ 0.5 0% EX 8" WMN EXISTING CENTERLINE PROFILE WMN 8" 925925 8" WMN WMN 8" 920920 N " SA 8 N " SA 8 N SA 8" X E 915915 935.62935.35934.77934.12933.59933.19932.93932.79932.67932.61932.63932.74932.83932.79932.58932.37932.32932.40932.50932.60932.60932.50932.40932.30932.20932.10931.96931.78931.60 935.71935.59935.58935.27934.77934.20933.71933.31933.22933.10933.05932.97932.87932.77932.76932.75932.69932.65932.64932.63932.60932.57932.54932.46932.42932.35932.25932.13932.06931.95931.85 910910 300+00301+00302+00303+00304+00305+00306+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C608 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 20TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-20TH.dwg 12/9/2015 11:50:41 AM LIC. NO.DATE N E V A TH 20 4 5N E V A H 0T 2 34 1 N E AV H 0T 2 N30 1 VE A TH 20 26 1 N PROTECT EXISTIN VE G A TH LIGHTING UNIT N20 E AV22 H 1 0T 2N 14E 1AV H 0T 2 20 1 N E V A TH 0 2 04 1 N E AV H 0T 2 10 1 REINSTALL PROTECT EXISTING 15 LF FENCE MODULAR BLOCK WALL CONSTRUCT 6 LF CONCRETE STEPS PI 306+35.14 312+00 306+00310+00311+00 309+00 308+00 7+00 30 PI 306+96.17 CONSTRUCT 16 CONSTRUCT 20 CONSTRUCT 16 CONSTRUCT 16 CONSTRUCT 16 CONSTRUCT 6 LF LF CONCRETE LF CONCRETE LF CONCRETE CONCRETE STEPS LF CONCRET E STEPS LF CONCRET E STEPS STEPS STEPS 1EA REINSTALL STEPS 2 EA REINSTALL RAILING RAILING 1 N E V A TH S 20 3 5 T N E V A H 0T 2 41 1 N E 20TH AVE N AV H 0T 2 21 1 S N E NV E A AVTH H 0 0T 2 231 151 N1N E NE VE AV AAVH THH 0T 00T 2 2 237 11251 11 T N E NAV E H AV0T H 2 0T33 21 05 1 N ELEV 948.92 VPT 311+89.99 955955 VPI 311+60.00 VPC 311+29.99ELEV 946.37 ELEV 947.35 CURVE LEN=60.00' E=0.15' 950950 VPI 309+80.00ELEV 941.47 1-20 1A-20 306+59.67-5.50' R 306+23.44-16.68' R 1C-20 R=931.46 R=930.91 307+01.74-16.67' R I=926.57 (18") S I=927.83 (15") W R=931.51 945945 I=927.47 (18") N I=926.86 (15") S I=928.44 (15") W I=920.02 (36") E I=926.76 (18") N I=928.34 (18") S 66 % 7 2 I=920.14 (36") W. 3 940940 VPT 307+24.99ELEV 932.64 EXISTING CENTERLINE PROFILE VPC 306+74.99ELEV 931.65 ELEV 931.39 VPI 306+23.44 VPI 307+00.00 N M W " 8 ELEV 931.77 N A S CURVE LEN=50.00'" 8 % 6 4 . 3 E=0.19' 935935 65 % .50 0 N 930930 M W " 8 PROPOSED CENTERLINE PROFILE 44' 18" STM @ 2.00% N A S " 925925 8 38' 18" STM @ 0.50% N M W " 8 920920 931.60931.42931.47931.57931.68931.96932.47933.16933.85934.54935.23935.93936.62937.31938.01938.70939.39940.08940.78941.47942.12942.78943.43944.08944.74945.39946.04946.71947.50948.42949.45 931.85931.56931.36931.45931.57931.73932.52933.30933.96934.58935.24935.91936.66937.35938.01938.70939.39940.12940.84941.50942.07942.80943.44944.11944.80945.52946.30947.16948.07948.97949.97 915915 306+00307+00308+00309+00310+00311+00312+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C609 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 20TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-20TH.dwg 12/9/2015 11:51:00 AM LIC. NO.DATE 20TH AVE N 226 AVE N AVE N 4 20TH 4 20TH 1320 AVE N 2 20TH 14 AVE N 2 20TH 20 20TH AVE N 220 AVE N 4 20TH 21 AVE N 8 20TH 23 AVE N 0 20TH 23 AVE N 6 20TH 24 W1-6 48"X24" 317+00 8+00 31 312 +00 5+00 31 313 +00 4+00 31 6+00 31 6 0 . 1 4 + 3 1 3 I P CONSTRUCT 12 LF CONCRETE STEPS 2ND ST N AVE N 3 20TH 14 2 AVE N 1 20TH 24 0 AVE N 20TH AVE N5 20TH 14120 AVE N 1 20TH 123 AVE N 1 20TH 21 2 AVE N 7 20TH 20TH AVE N 21 AVE N 05 20TH 23 T 20TH AVE N 215 H A V E N VPI 317+50.00 975975 ELEV 967.63 VPC 316+85.00 ELEV 968.40 VPI 316+40.00ELEV 967.10 VPI 316+20.00ELEV 967.00 ELEV 966.78 VPI 316+00.00 CURVE LEN=130.00' ELEV 966.40 VPT 315+70.00 E=0.57' VPI 315+00.00 970970 ELEV 965.50 PROPOSED CENTERLINE PROCURVE LEN=140.00' FILE E=1.16' 68 VPC 314+30.00ELEV 959.95 88%% ..11 11 ..5500%% 00 88%% ..00 11 88%% ..22 11 965965 ELEV 957.58 VPT 314+00.00 VPI 312+80.00 VPI 313+70.00 ELEV 953.65 ELEV 955.20 CURVE LEN=60.00' ELEV 954.68 VPC 313+40.00CURVE LEN=60.00' ELEV 954.17 VPT 313+10.00 E=0.26' E=0.47' N M 960960 W " 8 PROPOSED CENTERLINE PROFILE VPC 312+50.00ELEV 952.08 %% 22 99 .. 77 N M W " 8 955955 67 %% 22 77 .. 11 950950 %% 55 22 .. 55 N A S " 8 945945 N M W " 8 940940 949.45950.50951.55952.57953.39953.97954.34954.68955.23956.20957.58959.16960.72962.12963.32964.34965.16965.80966.25966.53966.78967.00967.10967.34967.57967.84968.21968.69969.27969.96970.76 949.97950.92951.92952.82953.62954.13954.46954.73955.35956.23957.61959.33960.88962.28963.49964.38965.21965.80966.23966.57966.80967.01967.21967.47967.67968.02968.36968.86969.39969.95970.61 935935 312+00313+00314+00315+00316+00317+00318+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C610 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 20TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-20TH.dwg 12/9/2015 11:51:20 AM LIC. NO.DATE RELOCATE POLE 20TH AVE N 250 246 20TH AVE N (BY OTHERS) REINSTALL 20 LF FENCE RELOCATE SIGN PER 0LANDSCAPE PLAN 0 . 0 9 + 9 1 3 P O E 319+90 318+00 HILLTOP PAR K 319+00 301 20TH AVE N 245 20TH AVE N 251 20TH AVE N 241 20TH AVE N 20TH AVE N 309 20TH AVE N 990990 985985 VPI 319+71.25 ELEV 977.40 VPI 319+36.81ELEV 977.12 EXISTING CENTERLINE PROFILE 980980 ELEV 971.43 VPT 318+15.00 69 2% .8 0 975975 % 7 6 . 4 970970 PROPOSED CENTERLINE PRO FILE 965965 N M W " 8 N A S " 8 960960 955955 970.76971.67972.60973.54974.47975.40976.34977.15977.31 970.61971.64972.65973.59974.56975.53976.49977.23977.69976.52 950950 318+00319+00320+00321+00322+00323+00324+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C611 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 20TH AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-20TH.dwg 12/9/2015 12:00:26 PM LIC. NO.DATE F & I 2 10 CY RIP RAP N D S T 256 21ST AVE N F & I 250 21ST AVE N N 218 21ST AVE N 21ST AVE N SAFL BAFFLE IN 238 21ST AVE N 226 DS 1B-21 21ST AVE N 210 PC 405+07.12 BOP 400+00.00 1 6 . 8 7 + 5 0 4 T P 404+00 403+00 402+00 401+00 5+00 40 0+00 40 4 0 6 + 0 0 BARRICADE TYPE III 221 21ST AVE N 209 21ST AVE N 21ST AVE N 201225 21ST AVE N 21ST AVE N 205 21ST AVE N 243 21ST AVE N 239 229 21ST AVE N 21ST AVE N 233 21ST AVE N 251 21ST AVE N VPI 404+33.97 ELEV 963.28 CURVE LEN=100.00' 950970 E=1.73' VPI 406+05.08VPI 406+05.08 ELEV 961.58ELEV 961.58 HP 404+39.82HP 404+39.82 ELEV 952.85ELEV 952.85 ELEV 960.23 VPT 404+83.97 3A-21 CURVE LEN=80.00'CURVE LEN=80.00' VPC 403+83.97ELEV 959.43 401+91.17-14.67' R ELEV 959.26 VPT 403+81.79 E=0.56'E=0.56' ELEV 938.59 VPT 402+16.72 R=935.01 945965 I=931.71 (15") W I=929.60 (15") S EXISTING CENTERLINE PROFILEEXISTING CENTERLINE PROFILE 2-21VPC 405+65.08VPC 405+65.08ELEV 955.29ELEV 955.29 %% 11 66 .. 400+43.24-14.63' R 44 11 VPI 403+31.79 R=927.86 2A 1B-21 VPI 401+76.72 940960 ELEV 955.40 I=925.17 (15") N 400+28.78-14.69' L PROPOSED CENTERLINE PROFILE ELEV 932.74 3A CURVE LEN=100.00' I=925.07 (15") SW VPC 401+36.72ELEV 931.41 R=927.92 CURVE LEN=80.00' %% 11 E=0.86' 77 .. I=924.42 (15") NE77 E=1.13' 4A -- 66 I=922.50 (15") SW .. 00 99 %% VPI 400+11.73ELEV 928.46 VPI 400+43.30ELEV 928.30 VPC 402+81.79ELEV 948.09 935955 EX 18 " WMN EX 1A 1C EX 1B 930950 %% 33 33 .. 33 " SAN 8 E X 1 8 PROPOSED CENTERLINE PROFILE " --00..55 00%%W % 0 0M . 3 N @ M T S " 5 1 ' 8 4 1 925945 N M W " 8 1 X E N N A S M " W 8 " 8 X 1 33' 15" STM @ 2.00% E X E 920940 NN M WA " 8 S " 8 8" SAN 915935 4' SUMP W/ SAFL BAFFLE 910930 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C612 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 21ST AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-21ST.dwg 12/9/2015 11:26:13 AM LIC. NO.DATE . 7 NO HWY ATE ST 1609 1 N VE T A 21S 00 3 N AVE 1ST 20 2 3 N VE T A 21S 10 3 N AVE 1ST 56 2 2 STA 407+99.00, -14.16' L STA 408+36.01, -14.17' L BEGIN RET WALL END RET WALL 1 6 . 84 3 8 73 .8 5 +. . 1 55 3 3 06 +6 4+ + 6 6 T 7 0 0 P0 4 4 I 4 PC T 2+00 41 P P 1+00 41 4 0 6 + 000 010+ 4 00 09+ 4 00 08+ 4 407+00 1 EA ADJUST CASTING 1 EA ADJUST CASTING N VE T A 21S 49 3 N VE T A 21S 45 3 N VE T A 21S 37 3 N AVE 1ST 11 2 3 21ST AVE N N VE T A 21S 51 2 N VE T A 21S 05 3 965965 960960 VPI 406+05.08ELEV 952.65 VPT 406+45.08 VPC 407+25.27ELEV 952.25 ELEV 952.85 CURVE LEN=80.00' VPI 407+75.27 E=0.56' ELEV 952.00 CURVE LEN=100.00' 955955 Structure - (1383) E=1.20' ELEV 946.95 VPT 408+25.27 VPC 408+33.63ELEV 946.11 VPI 411+60.06 --00..55 00%% 5A-21 ELEV 939.63 EXISTING CENTERLINE PROFILE 950 410+67.97-11.65' R 950 CURVE LEN=75.00' R=938.82 VPI 408+78.63 E=0.24' VPT 409+23.63ELEV 940.90I=935.80 (15") W ELEV 941.57 I=935.70 (18") N CURVE LEN=90.00' VPC 410+09.05 ELEV 939.64 HP 411+38.05HP 411+38.05ELEV 939.48ELEV 939.48 VPC 411+22.56ELEV 939.44 ELEV 939.26 VPT 410+89.05 LP 410+67.97LP 410+67.97ELEV 939.20ELEV 939.20 E X 1E=0.97' 8 " W -- MVPI 410+49.05 11 N 00 .. 00 945 99 945 %% ELEV 939.05 CURVE LEN=80.00' E=0.20' Structure - (1384) E X 1 8 " 940940 W M N --11 .. 4488 %% E X 8 %% "..5533 00 S A N 188' 18" STM @ 0 .50% 935935 N M W 8" X 1 E 930930 PROPOSED CENTERLINE PROFILE EX 8 " SAN 925925 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C613 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 21ST AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-21ST.dwg 12/9/2015 11:26:30 AM LIC. NO.DATE CONSTRUCT RIBBON CURB 11609 STAT E HWY NO. 7 M N CONSTRUCT PEDESTRIAN RAMP H I G TRAIL CONSTRUCTION H (BY OTHERS) W A 60 LF 4" DOUBLE SOLID YELLOW - LATEX Y 7 X4-2 0 0 18"X18" . 0 8 + 3 1 4 P O 412+00 E 413+00 413+80 CONSTRUCT RIBBON CURB 349 21ST AVE N 4TH ST N 30"X36" 21ST AVE N EXISTING CENTERLINE PROFILE 955955 VPI 411+60.06 4-21 ELEV 939.63 VPI 412+40.04 412+55.73-10.47' R CURVE LEN=75.00' ELEV 938.01 R=938.02 E=0.24' CURVE LEN=75.00' 950950 I=934.84 (15") W E=0.27' I=934.76 (18") S I=934.65 (18") E ELEV 938.87 VPT 411+97.56 VPI 413+50.00VPI 413+50.00ELEV 938.97ELEV 938.97 VPC 412+02.54ELEV 938.77 ELEV 938.33 VPT 412+77.54 LP 412+55.04LP 412+55.04ELEV 938.24ELEV 938.24 945945 940940 4-21 --22 .. 00 44 %% %% ..8877 00 935935 E X 1 8 " W M N 930930 PROPOSED CENTERLINE PROFILE 925925 920920 915915 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C614 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 21ST AVENUE N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-21ST.dwg 12/9/2015 11:26:50 AM LIC. NO.DATE N E V A H T 9 1 BOP 500+00.00PI 503+72.17 1 EA ADJUST CASTING N E 500+00501+00502+00 503+00504+00 506+00 505+00 V A H T 0 2 2 EA ADJUST CASTING 3 EA ADJUST CASTING R1-1 30"X30" 2ND ST N VPI 500+30.49ELEV 954.59 VPI 500+44.99ELEV 954.30 960960 VPI 500+73.00 ELEV 953.81 CURVE LEN=40.00' E=0.25' 955955 VPI 501+70.00ELEV 947.30 --22 .. 00 00 %%VPC 500+53.00 --11 .. 7755 %% ELEV 954.16 VPT 500+93.00 VPI 503+50.00VPI 503+50.00 ELEV 952.47 950950 ELEV 936.91ELEV 936.91 CURVE LEN=90.00'CURVE LEN=90.00' -- 66 .. 77 11 %% EXISTING CENTERLINE PROFILE E=0.68'E=0.68' VPC 503+05.00VPC 503+05.00ELEV 939.51ELEV 939.51 945945 VPI 504+06.91ELEV 937.05 LP 503+91.29LP 503+91.29ELEV 937.02ELEV 937.02 ELEV 937.02ELEV 937.02 VPT 503+95.00VPT 503+95.00 VPI 505+40.01ELEV 935.25 -- 55 .. 77 77 %% 940940 ..2255%% 00 935935 --11 ..33 55 %% PROPOSED CENTERLINE PRO FILE --00..66 11%% 930930 925925 954.40954.01953.24952.00950.66949.31947.97946.72945.57944.41943.26942.10940.95939.80938.72937.90937.34937.06937.03936.87936.60936.33936.06935.79935.52935.25935.13935.01934.89 953.44954.29954.72954.50953.74952.42951.10949.81948.49947.15945.96944.82943.66942.44941.23940.03938.83937.74937.00937.04937.12937.03936.85936.68936.46936.19935.97935.76935.52935.27935.04 920920 500+00501+00502+00503+00504+00505+00506+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C615 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 2ND STREET N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-2ND.dwg 12/9/2015 11:28:00 AM LIC. NO.DATE N E V 0 A 0 + 4 1 H 1 T 8 1 PI 507+15.00 EOP 510+62.73 20' 506+00507+00 508+00 509+00510+00510+63 P I 1 1 CONSTRUCT 8" CONCRETE 3 + 3 8 . 0 9 STREET PAVEMENT (HIGH EARLY). COMPLETE WORK IN 4 CALENDAR 20' DAYS, THURSDAY - SUNDAY. 1 EA CONNECT TO EXISTING STORM PIPE N 1 EA CONNECT TO 0 E 0 EXISTING STORM PIPE + 3 V 1 1 A H T 7 1 2ND ST N 950950 VPI 508+90.46VPI 508+90.46 VPI 510+36.65VPI 510+36.65ELEV 941.76ELEV 941.76 VPI 507+50.00VPI 507+50.00 VPI 506+80.00VPI 506+80.00 VPI 510+20.00VPI 510+20.00ELEV 941.02ELEV 941.02 ELEV 935.55ELEV 935.55 ELEV 934.50ELEV 934.50 ELEV 934.40ELEV 934.40 CURVE LEN=100.00'CURVE LEN=100.00' CURVE LEN=50.00'CURVE LEN=50.00' CURVE LEN=50.00'CURVE LEN=50.00' E=0.43'E=0.43' E=0.09'E=0.09' E=0.10'E=0.10' 945945 VPT 509+40.46VPT 509+40.46ELEV 937.66ELEV 937.66 PROPOSED CENTERLINE PROFILE ELEV 934.75ELEV 934.75 VPI 507+15.00VPI 507+15.00 LP 507+49.41LP 507+49.41ELEV 934.59ELEV 934.59 LP 506+73.89LP 506+73.89ELEV 934.49ELEV 934.49 VPC 508+40.46VPC 508+40.46ELEV 935.18ELEV 935.18 ELEV 934.65ELEV 934.65VPC 507+25.00VPC 507+25.00ELEV 934.68ELEV 934.68ELEV 934.69ELEV 934.69 VPT 507+75.00VPT 507+75.00 VPT 507+05.00VPT 507+05.00 ELEV 934.55ELEV 934.55 VPC 506+55.00VPC 506+55.00 %% 33 940940 44 .. 44 %% 22 22 .. 44 935935 %% ..7755 00 --00..77 00%%11%% ..00 11 930930 15" STM 15" STM EXISTING CENTERLINE PROFILE 15" STM 925925 920920 915915 934.89934.76934.64934.53934.50934.60934.71934.60934.61934.72934.87935.02935.17935.39935.75936.24936.87937.64938.49939.33940.18941.02 935.04934.90934.74934.55934.33934.37934.62934.66934.79934.87934.94935.11935.28935.52935.85936.35936.96937.69938.60939.50940.40941.18941.81 910910 506+00507+00508+00509+00510+00511+00512+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C616 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 2ND STREET N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-2ND.dwg 12/9/2015 11:28:20 AM LIC. NO.DATE N E V A H T 8 1 P I 1 2 0 BOP 599+80.00+ 1 6 . 1 7 0 0 . 0 0 0 7 + + 0 3 2 0 1 6 20' P 32' F-F O 599+80600+00 601+00E 602+00 603+00 603+70 20' N E V PI 1 19 + 50 .8 0 A CONSTRUCT 6 LF CONC STEP H T 7 1 0 0 + 9 1 3RD ST N 1 960960 VPI 601+10.00VPI 601+10.00 6-18VPI 601+80.00VPI 601+80.00 ELEV 944.87ELEV 944.87 119+65.16-10.98' R ELEV 944.52ELEV 944.52 CURVE LEN=50.00'CURVE LEN=50.00' R=944.41 CURVE LEN=50.00'CURVE LEN=50.00' 6B-18 I=939.10 (15") N E=0.09'E=0.09' E=0.09'E=0.09' 955 119+60.29-34.65' L 955 I=939.00 (15") S 6A-18 R=944.13 600+66.16-16.67' R VPI 603+37.80VPI 603+37.80ELEV 946.46ELEV 946.46 I=939.20 (15") E VPI 603+12.95VPI 603+12.95 ELEV 946.28ELEV 946.28 I=939.90 (15") E R=944.00 I=939.20 (15") W VPI 602+50.00VPI 602+50.00ELEV 945.22ELEV 945.22 I=940.00 (15") N HP 601+17.12HP 601+17.12ELEV 944.79ELEV 944.79 ELEV 944.75ELEV 944.75ELEV 944.77ELEV 944.77 VPT 601+35.00VPT 601+35.00VPT 602+05.00VPT 602+05.00 VPI 600+30.00VPI 600+30.00ELEV 944.70ELEV 944.70 I=939.80 (15") WELEV 944.65ELEV 944.65ELEV 944.65ELEV 944.65 VPC 600+85.00VPC 600+85.00VPC 601+55.00VPC 601+55.00LP 601+71.67LP 601+71.67ELEV 944.61ELEV 944.61 VPI 600+14.00VPI 600+14.00ELEV 944.30ELEV 944.30VPI 600+46.00VPI 600+46.00ELEV 944.30ELEV 944.30 VPI 599+90.86VPI 599+90.86ELEV 943.95ELEV 943.95 I=939.90 (15") E 950950 50 %% 945..7755 945 00 %% 77 66 .. 11 00%% ..00 11 --00..5500%% -- 22 %%..EXISTING CENTERLINE PROFILE 0055 00%% ..55..9900 %%00 22 %% 11 55 .. 11 PROPOSED CENTERLINE PROFILE 1A-3 46 ' 1 50% " .0 ST 1 M @ M ST " 15 6' 0 1 601+71.67-16.67' R 940940 @ -1 . 53 % R=944.12 I=941.06 (15") N I=940.96 (15") W N 26' 15" STM @ -2.29% 935 M 935 W " 8 930930 925925 944.09944.45944.45944.43944.61944.75944.79944.72944.63944.62944.73944.92945.12945.39945.73946.06946.33 944.11944.47944.37944.47944.67944.83944.94945.02945.09945.16945.36945.51945.65945.78945.99946.20946.39946.42946.48 920920 599+80600+00601+00602+00603+00604+00605+00605+80 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C617 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 3RD STREET N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-3RD.dwg 12/9/2015 11:30:46 AM LIC. NO.DATE 0 8 + 3 1 4 7 21.5' RADIUS Y A W H G I H 100 LF D418 CURB & GUTTER N 80 SF CONC WALK M CONSTRUCT 1 EA ADJUST STORM CASTING 21.5' RADIUS PEDESTRIAN RAM P CONSTRUCT 330 LF 2 EA PAVEMENT MESSAGE B618 CURB & GUTTER 5 EA CROSSWA LK BLOCKS - PAINT(HANDICAP) - PAINT BOP 700+00.00 0 04255 SF + 3 CONC WALK 1 4 26.5' RADIUS 706+00 704+00 702+00 700+00 5+00 70 3+00 70 1+00 70 TRAIL (BY OTHERS) 1 EA ADJUST CASTING 16.5' RADIUS CONSTRUCT PEDESTRIAN RAMP 1170 SF CONC WALK ALLEY TO BE REMOVED N RELOCATE POLE (BY E 1 EA ADJUST CASTI NG 1 EA ADJUST GV BOX OTHERS) 4" BITUMINOUS (TYP) V A 8" AGGREGATE BA SE 4" SOLID LINE PATCH 0CONSTRUCT 0 T WHITE - PAINT + PEDESTRIAN RAMP 2 S 26 LF B 618 CURB 1 4 1 AND GUTTER 2 EA INSTALL HANDICAP SIGN 2 PARKING STALLS TO BE 4TH ST N REMOVED 955955 VPI 701+99.09VPI 701+99.09 ELEV 939.63ELEV 939.63 CURVE LEN=100.00'CURVE LEN=100.00' 4-21 412+55.73-10.47' R E=0.48'E=0.48' VPI 703+65.35VPI 703+65.35 950950 4B-21 R=938.02 412+58.20-27.80' R ELEV 935.73ELEV 935.73 I=934.84 (15") W R=937.55 CURVE LEN=80.00'CURVE LEN=80.00' ELEV 940.81ELEV 940.81 VPI 704+99.97VPI 704+99.97 I=934.76 (18") S I=934.56 (18") W E=0.42'E=0.42' HP 701+82.47HP 701+82.47ELEV 939.20ELEV 939.20 I=934.65 (18") EVPC 701+49.09VPC 701+49.09 I=934.46 (21") NELEV 938.98ELEV 938.98 VPT 702+49.09VPT 702+49.09ELEV 938.34ELEV 938.34 VPI 700+85.87VPI 700+85.87ELEV 938.16ELEV 938.16 VPI 700+46.52VPI 700+46.52ELEV 937.97ELEV 937.97 945945 ELEV 937.31ELEV 937.31 VPI 704+28.09VPI 704+28.09 VPT 704+05.35VPT 704+05.35ELEV 936.74ELEV 936.74 VPI 703+21.76VPI 703+21.76ELEV 936.46ELEV 936.46 VPC 703+25.35VPC 703+25.35 ELEV 936.40ELEV 936.40 ELEV 936.13ELEV 936.13 LP 703+57.26LP 703+57.26 EXISTING CENTERLINE PROFILE %% 88 66 .. 55 940940 1 %% 77 88 .. 44 %% 2299 .. 11 ..5500%% 00 -- 22 .. 55 88 %% %% 11 ..55 22 --11 .. 6666 %% 935935 18' 18" STM @ 0.50% PROPOSED CENTERLINE PRO FILE 930930 925925 920920 938.62938.42938.39938.08938.16938.35938.59938.88939.16939.16939.09938.97938.54938.11937.59937.04936.49936.27936.10936.16936.70937.25938.02938.95939.88940.94942.07943.19944.28945.37946.52 938.62938.42938.39938.08938.16938.35938.59938.88939.16939.16939.09938.97938.54938.11937.59937.04936.49936.27936.10936.16936.70937.25938.02938.95939.88940.94942.07943.19944.28945.37946.52 915915 700+00701+00702+00703+00704+00705+00706+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C618 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 4TH STREET N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-4TH.dwg 12/9/2015 11:33:43 AM LIC. NO.DATE CONSTRUCT 123 LF B618 CURB AND GUTT ER CONSTRUCT 375 SF 4" CONCRETE WALK CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PC 706+52.62 706+00 7 0 1 EA ADJUST GV BOX 7 + 0 0 PT 7 0 7 +0 5 .6 9 38.5' RADIUS N E 5 4 V EO P 7 0 7 +4 4 +.7 7 7 A 0 7 H 4TH ST N T 9 1 965965 VPI 706+85.32VPI 706+85.32 ELEV 951.26ELEV 951.26 CURVE LEN=40.00'CURVE LEN=40.00' E=0.49'E=0.49' 960960 EXISTING CENTERLINE PROFILE HP 706+87.98HP 706+87.98ELEV 950.78ELEV 950.78 ELEV 950.41ELEV 950.41 VPT 707+05.32VPT 707+05.32 VPI 707+10.06VPI 707+10.06ELEV 950.20ELEV 950.20 VPC 706+65.32VPC 706+65.32 ELEV 950.14ELEV 950.14 955955 VPI 706+05.08VPI 706+05.08ELEV 946.77ELEV 946.77 950950 -- 44 .. 22 88 %% %% 99 55 .. 55 945945 PROPOSED CENTERLINE PROFILE 940940 935935 930930 946.52947.65948.78949.88950.65950.35 946.52947.65948.78949.88950.65950.35 925925 706+00707+00708+00709+00710+00711+00712+00 HOPKINS, MINNESOTA DESIGNED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET REV.BYDATE 02005 4010 NJA/CLB/MRB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. HORZ.VERT. C619 2016 STREET & UTILITY IMPROVEMENTS DRAWN SCALEFEETSCALEFEETLRS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN STREET & STORM - PLAN & PROFILE CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN MIKE J. WALTMAN, P.E. CHECKED c Bolton & Menk, Inc. 2015, All Rights Reserved AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND 4TH STREET N 4869612/07/2015MJW \\\\metrosouth1\\h\\HOPK\\t16110077\\CAD\\C3D\\Plans\\110077PP-STRTSTRM-4TH.dwg 12/9/2015 11:34:01 AM LIC. NO.DATE CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION 2015-097 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS 2016 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 2015-10 WHEREAS pursuant to a resolution of the City Council adopted the 20th day of , October 2015, plans and specifications were developed for improvements along 18th, 19th, 20th, and 21st Avenues North; 2nd, 3rd, and 4th Street North; and the alley from 18th Avenue North to the east within the Hennepin County Regional Railroad Authority right-of-way, including pavement, curbing, sidewalk, signage, drainage, water and sanitary sewer improvements and all necessary appurtenances, and WHEREAS plans and specifications for City Project No. 2015-10 have been prepared , by Bolton & Menk, Inc., and have been presented to Council for approval, and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hopkins, Minnesota: 1.Such plans and specification, a copy of which are attached hereto and made a part hereof; are hereby approved and ordered placed on file in the office of the City Clerk. 2.The City Clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published three times, at least three weeks before date set for bid opening, shall specify the work to be nd done, shall state that bids will be received by the clerk until 11:00 a.m., on the 22 day of January, 2016, at the City Hall and that no bids shall be considered unless sealed and filed with the clerk and accompanied by a certified check or bid bond, payable to the City of Hopkins, Minnesota for 5% of the amount of such bid. 3. The clerk and city engineer are hereby authorized and instructed to receive, open, and read aloud bids received at the time and place herein noted, and to tabulate the bids received. The Council will consider the bids and award of contract at the March 1, 2016 meeting in the Council Chambers. th Adopted by the City Council of the City of Hopkins, Minnesota, this 15 day of December, 2015. By_______________________________ Eugene J. Maxwell, Mayor ATTEST: _________________________________ Amy Domeier, City Clerk