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3b. TH 41 Trail & Underpass: Approval of Plans and Specifications0 CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Todd Hoffman, Park and Recreation Director DATE: October 10, 2011 . y SUBJ: TH 41 Trail & Underpass Project Approval of Plans and Specifications PROPOSED MOTION "The City Council approves the Plans and Specifications for TH 41 Trail & Underpass Project." City Council approval requires a simple majority vote of the City Council present. BACKGROUND SRF Consulting, retained by Carver County, has completed the Plans and Specifications for the TH 41 Trail & Underpass Project. DISCUSSION Over the past six years, total construction cost estimates for planning purposes have ranged from a low of $1,250,000 to a high of $2,401,820. The current estimated total construction cost, based on a plan set that is 98% complete, is $2,140,626.84. The city's proposed cost share for planning purposes has ranged from a low of $115,000 to a high of $810,806.70. The current estimated city share, based on the 98% complete plan set, is $632,282.90. Final cost splits would be based upon the actual awarded bid amount. The proposed 2012 -2016 Park and Trail Acquisition and Development Capital Improvement Program includes $633,000 in park dedication dollars for this project. This recommended city match has increased $233,000 over the $400,000 currently programmed in the 2011 — 2015 Capital Improvement Plan. The variation in estimated costs during the planning phase of this project is directly attributable to the level of planning and engineering work complete at any one given time. Initial numbers are based upon an estimated per foot cost of trail applied to the length of the project. As more confidence is gained around the project moving forward, additional planning and engineering dollars are invested in field surveying, schematic design, and cost estimating. Towards the conclusion of the planning, design and estimating phases of a project, actual "real time" construction cost estimates are applied to calculate a final total cost estimate. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt TH 41 Trail & Underpass Project Plans and Specifications October 10, 2011 Page 2 Carver County will let the bid for this project in January /February of 2012. Upon receipt of the bids and review and approval by the City of Chanhassen, the County plans to award the bid in February of 2012. Based upon input from the City Council, the project team is currently reviewing the extent of chain link fencing being used on the project and will be incorporating an alternate design of a double pipe rail where appropriate for aesthetic and ease of maintenance reasons. RECOMMENDATION Staff recommends that the city council approve the attached Plans and Specifications for Construction of the TH 41 Trail, Underpass and Lake Minnewashta Park Trail. ATTACHMENTS 1. Exhibit A. 2. Engineers Estimate. 3. CIP Description. 4. Plans and Specifications. g: \park \th\hwy 41 trail and underpass \cc report plans and specs 10 -10 -1 Ldoc EXHIBIT A Activity Federal Funds Carver County Chanhassen Total Trail Design & Engineering 50/50 Engineering Estimate 20% $85,163.35 $85,163.35 $170,326.70 Trail Inspection 34.5% Carver Co./65.5 Chanhassen $1,419,389.20 $39,137.48 $74,413.66 $113,551.14 Eng. Design and Inspection for Box Culvert 50/50 $32,701.65 $32,701.65 $65,403.30 Box Culvert 80% Federal, 10% Chanhassen, 10 % Carver Co. $261,613.20 $32,701.65 $32,701.65 $327,016.50 Trail Construction $828,386.80 $203,700 $387,302.59 $1,419,389.20 Wetland Replacement Credits 50/50 $20,000.00 $20,000.00 $40,000.00 Archealogical Study 1 $4,940.001 1 $4,940.00 Total 1 $1,090,000.001 $418,343.941 $632,282.90 $2,140,626.84 Federal Funds less Box Culvert $828,386.80 Park Trail Esitmate $489,218.50 Box Culvert Estimate $327,016.50 TH 41 Trail Estimate $930,170.70 Engineering Estimate 20% $1,746,405.70 Engineering Box Culvert $327,016.50 Trail Design and Eng. 12% $1,419,389.20 Trail Inspection 8% $1,419,389.20 Cost Share % $1,419,389.20 0.2 0.2 0.12 0.08 34.47 65.53% Minnewashta Park Trail 34.5% $285,518.69 $489,218.50 Chanhassen TH 41 Trail 65.5% $542,868.11 $930,170.70 Total Fed Funds for Trail $828,386.80 $349,281.14 $65,403.30 $170,326.70 $113,551.14 100.00% $203,699.81 $387,302.59 $591,002.40 S COMM. #7068 CARVER COUNTY - TH 41 TRAIL H 1P rgocRl7XBWI-MU SEQ Es-1, 111010. r1$ BY MCH S.P. 10- 090 -03 CHECKED BY MG ENGINEER'S ESTIMATE NOTES ITEM NUMBER 2011.51 ITEM DESCRIPTION CONSTRUCTION SURVEYING UNIT LUMPSUM ESTIMATED UNIT PRICE $20,000.00 MINNEWABHTAPARK ESTIMATED QUANTITY 05 TRAIL SEGMENT ESTIMATED COST $10,000.00 UNDERPASS CONSTRUCTION ESTIMATED QUANTITY ESTIMATED COST T.M. 4I TRAIL ESTIMATED QUANTITY 0.5 SEGMENT ESTIMATED COST 510000.00 TOTAL ESTIMATED COST $20000.00 9 W21.501 2041610 2101.501 2101,506 2101.610 2104.501 MOBILIZATION TRAINEES CLEARING GRUBBING TREE TRIMMING REMOVE PIPE CULVERTS LUMPSUM HOUR ACRE ACRE HOUR LIN FT $110,00000 $1500 52,000.00 $2.000.00 215000 $1000 04 225 3 3 40 126 $44,000.00 $3 .375.00 $8,X000 $6.00000 56000.00 $1,260.00 062 $22,000.00 0.4 225 4 4 315 544.000.00 $3.37500 $8.00060 $8,0X.00 53.150.00 588.000.00 56.750.00 S!4000.00 $14,000.00 56.00 .0 $4.410.00 2101501 REMOVE CURB AND GUTTER LIN FT $5.00 24 512000 30 5150.0] 5270.00 2104501 REMOVEWOVEN WI REFENCE LIN FT $8.0 5 5480.00 5483.00 2104.501 iREMOVE WOOD FENCE LIN FT 58.00 70 5560.00 $580.00 2104.501 REMOVE CABLE GUARD RAIL LIN FT $10.00 845 59.450.00 835 58.35000 58.350.00 2101.503 2104513 REMOVE CONCRETE SIDEWALK SAWING BIT PAVEMENT FULL DEPTH SOFT LIN FT $100 $5.00 40 5200.00 100 1080 $100.00 55.45 .00 $100.00 $5,850.00 2104.523 2104.523 SALVAGE SIGN TYPE C SALVAGE PIPE APR ON EACH EACH $40.00 $300.00 2 $8000 _ 2 5800.00 $80.00 _ $6X.0 2105.501 COMMON EXCAVATION P CU YD $5.00 10549 552.745.00 6241 531205.00 S89.95.0 21M W7 SUBGRADE EXCAVATION CU YD $6.00 1500 $9.00(1.00 $9.0D DD 2105.522 SELECT GRANULAR BORROW C CU YD $1200 1500 $18.000.00 $18.00000 5 2105.522 2105.523 2105.601 SELECT GRANULAR BORROW MODIFIEDC COMMON BORROW (LV) DEWATERING CUYD CU YD LUMPSUM $1350 $10.00 55.000.00 2542 525.420.00 3431 $46.318.50 3490 7128 1 $47.115.00 $71.25.00 S5.000.00 $47,11500 $96,11000 $5.000.00 5 2105.604 GEOTEXTILE FABRIC TYPE III SO YD 1 $2,00 15.5 $3100 400 $80060 11A $2120 $54.20 3 210.54 210.54 GEOTEXTILE FABRIC TYPE N JGEOTEXTILE FABRIC TYPE V SO YD SO YO $2.50 $1.50 11 1500 $27.50 $2.250.00 11 1500 52?5 #,250.00 55500 $4.50060 2123.610 STREET SWEEPER (WITH PICKUP BROOM HOUR $100.00 50 55,00 0.00 5 00 55,0.00 510000.00 2123.810 2211.503 11.5 CU YD BACKHOE AGGREGATE BASE C CLASS 5 HOUR CU YD $10D.OD $17,00 50 2000 $5.00060 $300.00 4 .4 400 $5.8011 .00 5 2600 $5000.00 544.200600 510,00.00 $76.2X.00 TYPE SP 12.5 WEAR COURSE MIX 14.1 T.H $5.00 565.000.00 2360.503 TYPE SP 12.5 WEAR CRS MIX 2.0 3.0' THICK SCI YD $1D.5 1DODD $105,00060 70 0D $73.50).0 $178.500.00 8 2411.511 2411.618 STRUCTURE EXCAVATION CLASS E MODULAR BLOCK RETAINING WALL CU YD SOFT 58.00 530.00 3921 531.368.00 3608 103W 328,848.00 5310.50)00 528,848.00 5310.500.00 2412511 12%10 PRECAST CONCRETE BOX CULVERT P LIN FT 5900.0 84 $75.600.00 2412.511 12X10 PRECAST CONCRETE BOX CULV END SECT P EACH $20.0 X.00 2 $40.000.00 2501511 24 CS PIPE CULVERT LIN FT $75 00 18 5 51.3.00 $1.350.00 2501515 21 CS PIPE APRON EACH 11 $700.00 1 $75.00 $75.5 2501.515 1T RC PIPE APRON $50.5 10 55.000.00 1 $500 ED 55,500.00 251515 187 RC PIPE APRON $MOO 18 $1040.0 2 $1.30.0 $11.700 00 21.515 5 42"RC PIPE APRON $1,500.0 1 E1.SDOw 51.500.0 21.561 5 12" RC PIPE CULVERT DES 3 CL V 06 5400 70 $2,50.0 $2.50.0 251.561 18' RC PIPE CULVERT DES 3006 CL V $50.0 .0 513.6.0 513.60 68 68 $3.40.0 $170000 DO 251.561 24" RC PIPE CULVERT DES 306 CL V RLIN� $650 64 5415.0 $4,1600 251 561 42 RC PIPE CULVERT DES 306 CL 111 $120.0 124 S14BW.0 514.85.0 251.55 IF RC SAFETY APRON $510.5 5 $2.55.00 S2.SSD0 251.569 24' RC SAFETY APRON 52. 2 54,830.0 54800.00 2501.5 73 INSTALL PIPE APRON 5100 0 . 1 $400 5400 ( 5) 5 22.5 1 5 DW P PRECAST CONCRETE HEADWALL EACH $20 0 . 2 $600 5 252.541 P PERF TP PIPE DRAIN P 5500 256 51,280.0 250.541 1Y RC PIPE SEWER DES 3006 CL V LIN FT $30.0 1 91 52.730.0 _S2 ?3(1.5 2503.541 15" RC PIPE SEWER DES 300 CL V LIN FT §30.0 24 $720.0 $72000 253.541 18" RC PIPE SEWER DES 300 CL V LIN "T $40 483 519,320.0 $19.320.0 2504.602 ADJUST VALVE BOX - WATER EACH $50060 2 Sl 000.0 $1.000.0 254.52 ADJUST HYDRANT AND GATE VALVE EACH $1.50.0 2 5],00.0 $7.00.0 2508.501 CONST DRAINAGE STRUCTURE DESIGN F LIN FT $250 36.2 $9.412.0 $9,412.0 2506.51 CONST DRAINAGE STRUCTURE DES 48-0020 LIN FT $25.0 2506.501 CONST DRAINAGE STRUCTURE DES 72 -4020 LIN FT $50.0 148 $ 7400.0 $7.40.0 2506.516 CASTING ASSEMBLY EACH 555DX . 1 $550.0 7 $3.850.0 0 $4,4.0 2511.51 RANDOM RIPRAP CLASS II CUYD $10.0 107 $4,070.0 23.9 52.380.0 56.45 .0 2511.01 RANDOM RIPRAP CLASS 111 CUYD $125.00 163 $2.07.5 10.3 $1,287.50 $3.3250 2521.51 S CONCRETE WALK SO FT S5.0 15 5900.0 310 51,550.0 $2,45 Do 2521.515 SAWING CONCRETE WALK LIN FT $4.0 1 5 $200 $200 1 251.51 CONCRETE CURB AND GUTTER DESIGN 8 LIN FT $10.0 16 $15.0 100 51040000 $10,15.0 2531.618 TRUNCATED DOMES SO FT $40.0 5 $2.40.0 5 53,200.0 $5,600.00 $5,0. 2533.57 PORTABLE PRECAST CONC BARRIER DES 8337 LIN FT $100 100 510.011.0 0000 2540.602 RELOCATE MAIL BOX EACH $250 1 $25.0 $25.0 2545.51 RELOCATE UTILITY LUMP SUM $5000.0 1 $5,000.0 0 350.0 25552 RELOCATE SIGN EACH $500.0 2 $1.00.0 54000.0 2554.51 TRAFFIC BARRIER DESIGN 883.'18 LIN FT $20.0 725 $14500.0 700 0.0 $14.0 S14,00.0 2554.523 ENDTREATMENT- TANGENT TERMINAL EACH 52,500.0 4 510,000.0 2 55.0060 Zoo= 2554615 IMPACTATTENUATOR ASSEMBLY $20110.0 2 $4,000 54.00.0 255)51 WIRE FENCE DESIGN 60V-Xi2 LIN FT 51600 1248 $19868.0 10 51.600.0 1585 $25.360.0 $45.328.0 255.51 TRAFFIC CONTROL LUMP SUM 510.00.0 on $2.50.0 on 57.500.0 $10,00.0 25Q.51 DETOUR SIGNING LUMP SUM $20,00.0 1 0 520.0.0 2564.531 SIGN PANELS TYP EC SOFT $50.0 164A $82200 112.3 $5,615X $13,835.0 2584.531 SIGN PANELS TYPED SO FT 56000 4 $240.0 5240.0 2564.537 INSTALL SIGN TYPE C EACH $5000 2 $10.00 $10.0 2 2572.502 iCLEAN ROOT CURING LIN FT $2.0 25 mED 55000 2573.502 SI LT FE NCE. TYPE MACHINE SLICED LIN FT $1.5 1200 $18.000.00 700 510,500.0 $28.500.0 2573.502 SILT FE NCE. TYPE SUPER DUTY LIN FT $170 610 511.35 .00 $11.390.0 2573.505 FLOTATION SILT CURTAIN TYPE STILL WATER LIN FT $15.00 670 $10.05.00 $10.05.0 2573.512 TEMPORARY DITCH CHECK TYPE 2 LIN FT 53.5 SIX) $1.75.0 45 $1,575.0 $3325.00 2573.55 STORM DRAIN INLET PROTECTION EACH $50.0 8 $4.000.00 54.000.0 2573.52 TEMPORARY ROC K CONSTR UCTION ENTRANCE EACH 550.0 4 52,0060 4 $2.000.00 $4.00.0 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 80 YO $1 X 1405 S14.0500 12000 $12,00.0 _ $26.08000 2575.571 RAPID STABILIZATION METHOD 3 M GALLONS 525.0 25 $6.25.0 20 $5.0000 $11,25.0 (6) 257555 TURF ESTABLISHMENT ACRE 51,500.00 45 56.750.0 4.2 36,300.0 $13050.0 2581.51 REMOVABLE PREFORMED PLASTIC MARKING LIN FT $1.25 1500 $1,8750 518750 2582.502 4' SOLID LINE WHRE -PAINT LIN FT $0.75 248 $186.00 145 SI.M1.5 $1.2135 2582.502 4 SOLID LINE YELLOW -PAINT LIN FT $0.75 15% $1198.5 300 S2n C0 $1.423.50 2582.502 SOLD LINE WHRE -EPDXY LIN FT $100 1600 $1.600.00 2582.52 4" BROKEN LINE YELLOW -EPDXY LIN FT $100 300 $300.00 25B2.50 ICROSSWALK MARKING -PAINT SOFT $150 120 515.0 45 $720.0 1 Swc) TOTAL PARK= $489,218.50 TOTAL- $327,018.50 TOTAL T.H. 41= $930,170.70 PROJECTTOTAL= $1,746,405.70 NOTES'. (1) QUANTITY INCLUDES 16 OF CURB AND GUTTER TO BE REPLACED AT THE TRAIL SPUR PARKING LOT CONTRACTOR TO MATCH EX. CURB TYPE. (2) QUANTITY MAY VARY. CLEAN ROOT CUTTING TO BE PERFORMED AT LOCATIONS IDENTIFIED IN THE FIELD BY THE ENGINEER. (31 CALCULATION ASSUMES FABRIC TO BE USED WHERE WETLANDS AND POOR SOILS ARE ENCOUNTERED THROUGHOUT PROJECT (4) FENCE TO INCLUDE TOP AND BOTTOM RAILS. AND TO BE CONSTRUCTED PER DETAIL SHOWN IN THE PLANS. INCLUDES FENCE ON PRE -CAST BOX CULVERT. (5) QUANTITY FOR PRE -CAST BOX CULVERT CONSTRUCTION. (6) REFER TOTHE CONSTRUCTION SOILS NOTES FOR SEED AND FERTILIZER RATES. (7)C RE DRILLING HANDICAP SIGNS FOR RE- INSTALLATION WITHIN LAKE MINNEWASHTA PARK TO BE CONSIDERED INCIDENTAL. (8) QUANTITY FOR PRE -CAST BOX CULVERT CONSTRUCTION. AND RETAINING WALLS 1 AND 2. (9) 20 %ASSUMED FOR GAS MAIN PROTECTIONICOORDINATION. (P7 DENOTES PLAN QUANTITY. Capital Improvement Program 2012 thru 2016 Department Park & Trail Improvements City of Chanhassen, MN Contact Todd Hoffman Project # PK &T -069 Type Improvement Project name Hwy 41 Pedestrian Underpass/Trail Grant Match Useful Life 50 Years Category Park Account #1 410- 00004706 Account #3 Priority n/a Account #2 Account #4 Description Total Project Cost: $633,000 �arver County has applied for a federal grant to provide these improvements. The City recently supported the application by pledging a $400,000 natching contribution. However, project engineering and increased project costs have resulted in the City share of the budget to be re- estimated at Jus t i fication I k pedestrian underpass to Mmnewashta Regional Park is a highly sought after improvement. The project also completes a one mile section of trail tdjacent to State Highway 41 identified in the City's Comprehensive Plan. Expenditures 2012 2013 2014 2015 2016 Total Construction 633,000 633,000 Total 633,000 Funding Sources 2012 2013 2014 2015 2016 Total Park Dedication Fund 633,000 633,000 Total 633,000 633,000 633,000 B Impact/other I Aaintenance and operations costs. Will need to be included in the pavement management program. MINNESOTA DEPARTMENT OF TRANSPORTATION CARVER COUNTY DARKS CARVER COUNTY, MINNESOTA T.H. 41 AND LAKE MINNEWASHTA REGIONAL DARK TRAILS CONSTRUCTION PLAN FOR GRADING, AGGREGATE BASE, BITUMINOUS TRAIL SURFACING, FENCING, SIGNING AND STRIPING AND PEDESTRIAN UNDERPASS ..................................................................................... ............................... ......................................................................................................... ............................... LOCATED ON ........... T..H 4 I ...... _ .... FROM ........ LONGACRES DR VE TO M I NNETONKA WEST MIDDLE SCHOOL AND LOCATED IN ..........M I NNEWASHTA REG 1 ONAL PARK FROM ........WEST PARKING LOT TO T.H. 41 ............. STATE PROJ. NO. 010 - 090 -003 STATE PROD. NO. 010 - 090 -003 GROSS LENGTH .......... 156......... FEET ..... 1�4 ...... MILES GROSS LENGTH ......... 6030......... FEET ...... ,1 ....... MILES BRIDGES — LENGTH ........... ............FEET............... MILES BRIDGES—LENGTH .................. ..... FEET .............. . MILES EXCEPTIONS— LENGTH....... 0.......FEET ...... P .......MILES EXCEPTIONS— LENGTH....... .......FEET....... P. ..... ..MILES NET LENGTH ........... 7156_.......... FEET ..... 1A ..... MILES NET LENGTH ........... 6030 .... __ ... _ FEET..... 14.......MILES REF. POINT ......................... TO REF. POINT................ REF. POINT... ...................... TO REF. POINT................ LENGTH AND DESCRIPTION BASED UPON PARK TRAIL LENGTH AND DESCRIPTION BASED UPON TH41 TRAIL MR4NRTRISrA J ,.a. M�rinmMu BEGIN S.P. 010-090-003 PARK TRAIL STA. 100 +00 DESIGN DESIGNATION FOR: Design Speed Based on Sight Distance Height of eye / Height of Object Ir X. 0 Pd., U. a N. LANBSCAPE ARBBRETUN Ctusu N SECTIONS 3, 4, 9, & 10 SCALES ROAD NAME INDEX MAP 20_ MPH ........ 5000' , GENERAL LAYOUT 400' PLAN PARK TRAIL STA. 134 +14 TO 134 +77 100' PROFILE 100' 10' 27 HORIZ. VERT. X- SECTION 20' 20' 37 -47 HDRIZ. VERT. DESIGN DESIGNATION FOR: Design Speed Based on Sight Distance Height of eye / Height of Object Ir X. 0 Pd., U. a N. LANBSCAPE ARBBRETUN Ctusu N SECTIONS 3, 4, 9, & 10 END S.P. 010-090-003 T.H. 41 TRAIL STA. 363 +60 BRIDGE NO.IOX17 6 N END S.P. 010-090-003 PARK TRAIL STA. 171 +56 BEGIN S.P. 010-090-003 T.H. 41 TRAIL STA. 303 +30 R23W cr�3 Design Speed not achieved at: ROAD NAME TH 41 TRAIL 325 +65 TO 326 +75 20_ MPH ........ PARK TRAIL STA. 100 +98 TO 101 +66 (5 MPH) .. STOPPING PARK TRAIL STA. 115 +90 TO 115 +98 (STOP CONDITION) 0.. ... ..... ............... PARK TRAIL STA. 134 +14 TO 134 +77 d F 4 . s e R. PARK TRAIL STA. 154 +41 TO 156 +16 (STOP CONDITION) 16 -26 PARK TRAIL STA. 167 +32 TO 168 +03 (STOP CONDITION) 27 PARK TRAIL STA. 169 +31 TO 170 +23 (10 MPH) END S.P. 010-090-003 T.H. 41 TRAIL STA. 363 +60 BRIDGE NO.IOX17 6 N END S.P. 010-090-003 PARK TRAIL STA. 171 +56 BEGIN S.P. 010-090-003 T.H. 41 TRAIL STA. 303 +30 R23W cr�3 Y? 2-3 PLAN REVISIONS DATE SHEET N0. APPROVED BY CONSTRUCTION /SOILS NOTES AND STANDARD PLATES 7 -13 EARTHWORK SUMMARY, BALANCE, TABULATIONS d F 4 . s e R. TYPICAL SECTIONS 16 -26 STANDARD PLAN SHEETS 27 MISCELLANEOUS DETAILS 28 -29 DETOUR AND TRAFFIC CONTROL PLANS 30 -36 ALIGNMENT PLANS AND TABULATIONS 37 -47 CONSTRUCTION PLANS AND PROFILES 48 PROJECT LOCATION COUNTY CARVER DISTRICT ;..... METRO.... 49 -52 AGREEMENT No. Carver County S.P. 1008 -73 (TH 41 =012) FEDERAL FUNDS METRO DISTRICT FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL STATE PROJ.NO. CHARGE IDENTIFIER ........................... ....... ............................... PARK TRAIL SPUR STA.3 +80 TO 4 +18 IHEREBY CERTIFY THAT THE FINAL FIELD CHANGES,IF ANY,OF THIS PLAN WERE MADE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PARK TRAIL SPUR STA. 4 +66 TO 5 +02 (STOP CONDITION) PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PARK TRAIL SPUR STA. 5+02 TO 5 +47 (STOP CONDITION) PARK TRAIL SPUR STA. 4+70 TO STA 5 +00 (STOP CONDITION) SIGNATURE MINN. PROD. NO. ............ TEAX ... 1011( 1. 64) .... ............................... GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION', SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE TO THE 'MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' (MN MUTCD) AND PART VI, 'FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS'. INDEX SHEET NO. SHEET DESCRIPTION 1 TITLE SHEET 2-3 GENERAL LAYOUT 4 -5 STATEMENT OF ESTIMATED QUANTITIES 6 CONSTRUCTION /SOILS NOTES AND STANDARD PLATES 7 -13 EARTHWORK SUMMARY, BALANCE, TABULATIONS 14 -15 TYPICAL SECTIONS 16 -26 STANDARD PLAN SHEETS 27 MISCELLANEOUS DETAILS 28 -29 DETOUR AND TRAFFIC CONTROL PLANS 30 -36 ALIGNMENT PLANS AND TABULATIONS 37 -47 CONSTRUCTION PLANS AND PROFILES 48 DESIGN TABULATIONS 49 -52 BOX CULVERT PLAN AND PROFILE AND DETAILS 53 -58 RETAINING WALL PLAN AND PROFILE 59 STORM WATER POLLUTION PREVENTION PLAN 60 -65 EROSION CONTROL PLANS 66 -115 CROSS SECTIONS THIS PLAN CONTAINS _115 SHEETS In CONSULTING GROUP, INC. I HEREBY CERTIFY THAT THIS PLAN 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. SIGNATURE DATE XX /XX /XX LIC.No. 43920 PRINT NAME MARK C.HANSEN APPROVED ..................................................... . ............................... 2 20........... CITY OF CH.4NHASSEN APPROVED ........................................... . ............................... ...... 2 20........... CARVER COUNTY ENGINEER RECOMMENDED F FOR A APPROVAL ....................................... . ..................20........... DISTRICT TRANSPORTATION ENGINEER RECOMMENDED F FOR A APPROVAL .......... . ...... ..................20........... DISTRICT MATERIALS ENGINEER RECOMMENDED F FOR A APPROVAL .............................................. . ..................20........... DISTRICT WATER RESOURCES ENGINEER RECOMMENDED F FOR A APPROVAL ........................................... . ..................20........... DISTRICT TRAFFIC ENGINEER RECOMMENDED F FOR A APPROVAL .............................................. . ..................20........... STATE PRE - LETTING ENGINEER RECOMMENDED F FOR A APPROVAL .............................................. . ..................20........... STATE BRIDGE ENGINEER RECOMMENDED F FOR A APPROVAL ................................ . ............................... 2 20........... DIRECTOR,OFFICE OF LAND MANAGEMENT APPROVED....................................................... . ............................... 2 20............ STATE DESIGN ENGINEER ..DISTRICT. . �STATE A .. ............................... 2 20............ AID E ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE A AND /OR FEDERAL AID RULES /POLICY DATE LIC.NO. PRINT NAME APPROVED FOR STATE AID AND FEDERAL AID FUNDING: STATE AID ENGINEER m THIS PLAN AND /OR SPECIFICATION WAS PREPARED SPECIFICALLY FOR THIS PROJECT, AND ANY RE -USE OF DETAILS THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN I5 UTILITY QUALITY LEVEL D. 7Z OR SPECIFICATIONS ON OTHER PROJECTS IS NOT INTENDED OR AUTHORIZED BY THE DESIGNER. LIABILITY FOR THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO GUIDELINES OF CI /ASCE 38 -02. S.P..,, 73 ................ ............. ............................... ANY RE -USE ON OTHER PROJECTS IS THE RESPONSIBILITY OF THE PERSON, AGENCY, OR CORPORATION USING ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING STATE PROJ. N0.......... .010.- 090. - 003 ................. SHEET N0....... 1. ...... OF... 115... SHEETS - PLAN OR SPECIFICATION DATA FROM THIS PROJECT. SUBSURFACE UTILITY DATA ". a N O N n nm F 43 61 42 120' �I� _, SEE SHEETS °: 33] + 00.00 .. J�I'��t 1 MATCH LINE � 0 39 NIGF/p� WAV r� 0 MINNEWASHTA I BRIDGE NO. 1OX17 � z SEE SHEETS 49 - 51 FOR BOX CUVERT ., PLANS. 1g 0 ny F Lp 9 I I 45 Q a 46 Q r� GIN S.P. 010 - 090 - PARK TRAIL A. 100 +00.00 LAKE MINNEWASHTA ¢r „• LAKE MINNEWASHTA REGIONAL PARK LNU J.Y. Ul U J A PARK TRAIL rL PARK TRAIL STA. 171 +56 I I CHES -MAR FA RD I F38 e ,.s.• _ �� d rL T.H. 41 TRAIL HICCSp CT. LONGACRES DR. BEGIN S.P. 010 -090 -0 0 rk T.H. 41 TRAIL mJ y STA. 303 +30 Z J N �I Q 2 [ r [ t • `t j 0 200 400 scale In feet J- - - • Thereby certify that this pion. specification, or reDori was prepared by me or under my direct supervision antl that I am o duly Licensed Professional Engineer under the laws of the State of Minnesota. Print Name: MICHELLE M. GERRITY STATE PROJECT N0. 010 090 - 003 DRAWN BY S. MARTINS DESIGNED BY M.GERRITY CONSULTING GROUP, INC. CARVER COUNTY PARKS SHEET 2 OF 115 - u S.P. 100873 GENERAL LAYOUT T.H. 41 TRAIL JCKDAPPR D i CHECKED BY M.C. HANSEN NO DATE BY REVISION 43935 COMM. NO. 0107068 .. \7068 \hl - mu \plan \7068 -g I01.dan Date License • 47 MINNEWA PARK TRAIL SPUR— 4a .. LEGEND XXX CONSTRUCTION PLAN SHEET N0. INPLACE ROADWAY o zoo 400 � �� ie. ♦� e , t y i scale In feet T� '\ t y • 1 \ f � z: fir- y !? �- e.,:,�"h • �:' ; O O O O M N M oa z� I in w W N J Ld = Ld U N a • � �� \ ii i •' ! ` :ter' � � pvE.I. - � + _ '� w.µ T •. ORIO� 1 a5 r , •a �t, +�,, a , =� '• � �.� �` •Y i p 6A S \~ \ q- T.H. 41 TRAIL •� H r., - 1 • f 4 yd f ... 5 , .1 t WALL 1 o' WALL 2 � _ SEE SHEET56 r Me�oDY HIGHOVER DR. = S FOR RETAINING J� S 5 _SB SHEETS • \ �Iq ^� l ++ o WALL PLANS. v BEGIN S.P. 010 -090 -003 ` j FOR RETAINING t ii T.H. 41 TRAIL , WALL PLANS. - /� STA. 363 +60 i TA � � � jd � _ � \. • A - - y.� �` is i ll 4 Alk 9 FT R .4 JDP Ihereoy certify that this ar a Decifl uip.— port DRAWN BY CARVER COUNTY PARKS was prepared me or or under er my , rect t supery diision and STATE PROJECT N0. S. MARTINS SHEET that I am a dully Licensed Professional Engineer under 010- 090 -003 u the laws of the State of Minnesota. DESIGNED BY CO NSULTING n Print Name: MICHELLE M. GERRITY S.P. 1008 -73 M.GERRITY GENERAL LAYOUT 3 i NO DATE BY CKD APPR REVISION CHECKED BY / I NC. T.H. 41 TRAIL OF HECKE NSEN GROUP ... \7068 \hi -mu \plan \7068- glO?.dgn Date License 43935 Comm- NO. 0107068 11 a no n� nm - 1 - 1 -ti- SPECIFIC NOTES: _ LEGEND (A ) CONSTRUCT PEDESTRIAN CURB RAMP a :. WETLAND BOUNDARY WITH TRUNCATED DOMES PER DETAIL y > ON SHEET 27 CHAIN LINK FENCE XC © REMOVE CONCRETE WALK. REMOVE AND REPLACE B618 CURB AND GUTTER (15 FT) o 50 100 © 5 FT X 5 FT REST AREA 0 2.0% eat R/W FIELD ADJUST PER ENGINEER. f t - - G — — - -- — - 41 - - G -' c c c— c } GT 600 LANDSCAPED AREAS (MINIMIZE IMPA A A-,* -: m x R 605 CONSTRUCTION LIMIT — -- - - - - -�' __ - - - -- — --��� DI 101 z0G -a/= rw- �- - - - - -- 5 1, G - R /Wf - -_ - -- -- -T - - -- - -- - -- - ^- - - - - - -� 5 � - —� _ 'a° �� aw GENERAL NOTES:� a. ���. i; ��I �� ' 3" BIT. TRAIL 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND OFFSETS OF 60" VINYL T. H. 41 TRAIL / " .� o?N COATED FENCE. - CONSTRUCTION LI IT 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS AND ELEVATIONS OF +: CULVERTS. r EXTEND CONCRETE WALK R TO PROPOSED TRAIL 3. REFER TO PAVEMENT MARKING LOCATION TABULATION FOR LOCATIONS OF SOLID PEDESTRIAN CROSSING TYPE 1 WHITE AND YELLOW STRIPES. \ SEE SHEET 27 t V z 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING WITHIN CONSTRUCTION LIMITS REMOVE CONFLICTING MARKINGS • "s -- (EXCEPT WHERE NOTED). DEADFALL IS CONSIDERED INCIDENTAL. * Z t J APR 102 610 . .. T .H. 41 TRAIL �m - � mT f`.I II VFRT 17- ad O .... . ,.... . ,- . .. T .H. 41 TRAIL - ................ :................... :................. . ....:..........:............:. ... .:.: ............. ............. ............. ...........: .... ... ... ..:...... :.:. ...:. .:.:. ....: :.:.: .:.......... ....:.:. :.......:. ..:.. :.. ..... : : .. .. .: ... ... :.. .. . :....: :: ..: ... - ..... ... ... ..... 0 -. . 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M M M ... 1 010::": .. . ... .. ... .. ;... ;.... U o — n J a a a 140.00' V.C. 1 O10 w 1.8" RCP ..... ....... ..... ...:.. ..;...... .... .... ... ... • PROFILE GRADE TOP- � ' ..... ' FINISHED 'S ACE;AT �. 0:75 ' : .. . :.. ...... .... ................ :........ .:.. ... ..:....... ... . ..... 00% :....... .. ... .:. .. ... .. ...... .: .. ...... .: ...... .:. .. ....... ... . :LONG ACRES'D .� o 'GR DIN R GRADING ADE :... .. :........ :. :.... ..:....... .: ..... ... ..:....... .:.........:.... ................:.........:. . ....... .. c ........ 1,000. :.........:....... :. .. :........:.. ......:.........: ............. ..:. _... ..:....... ........ ..:. ........:.........:.........i': ......:.........: ....... :...... ..:...... ..:.........:.........:....... .:... .:.. .. ..:::: :.: : ° a:: :' :::;:": EXISTING ..... OROUND:LINE L� ....: :: : �... .� :. _..._. 1 000 ......... ...... ....................:.. ....... ....:.......................... ... .. . ..... ...... i....... ._.... . . ... :....... :. .. ...... ... ....:.........:.. ......: ... .. .. .. ........:. ........:. .......: ....:..... ....... ........... i ............. ............ ...... ...... .... .. ..... .. .. .:.........:.. ......:... .... :.........:.... _.._... _._...__ : .............................................................................:...................:......... .........:...................:. .....:.........:..... ..........................:.... .:.... ...:.........:.. .......... ... ...... . .. !. ..... ...:... ....:.. ... ...................... ............................... :... ......: ...:........ ..... . ..:::: ........:...... ......:.:: - :. - BEGTN CONSTRUCTION:. .... .. ....... :.;.. ... :....... :.. .. .. .. .... .. : o.. ppo lj 0 0:: - ..o N. o ... ° ..., ... ......:.. ......:.........: ...... .:...... ..:...... ..:.....:. : _::: -. S.P. 03 0090.003.: .. ..... ..... .. .. O'.: :O •. • :.. :........ :........ ... ......:.. ......:........ :.........:...... ..:...... ..:.........:.. ......:....... :.........:.........:..... 41 TRAIL: : � is ... . "t:" ..... .. .. o ..... :.. :... :.. ......:. .._.990 ..:.................:.................. a ....................................................... ...:.... ..: ..... ..:....... ............T.H. .......:.. .......:.. ....:...... ..:.... .:....... .: ....... ....... .:..................:.......... ...........................STA. 303 +30 :.. ... ..:t::.: ... _... :.........................................................:.......................................:...............................:.:.:....:.:................... :... .. , : on .. . ........ .. v..:c: s ::::::::: ..... s :.... :100:00' ............................... :'U7 O -: v;c :.:.:t ... .:.::+ , ._ :.:.. 1D t N ....... . O� .. ..:.. :........ :. :...... . ;. ELEV. 995.(JOS :. :. ........:. :... .... .. ...... - -(L_j .. C ... :. .... ... .. ..: ....:.........:. .. .:... ..: .. .. .. .. :: U ....:: ra_ :. U .. ...._....... ._....._ . ........... ........... .:..... .. ....................... ..:..................:......... ...... .......... ..... ..... .. .. ............. ............... .. .......... -.___ __...... .. _._... _. ...... ...... ................... ............. ............ ............. ...... ............. ............. ... .. :.. ... ....:. 30Q+00:: .: 301 00 ::::302 :.........: +00 .::: 303-+00 + 304 00 + 305..00 .. 30fi+00.... 4 307 00 8 .. + ........ 308..00 309. 00 ............. ............. ........... + 310 00 311 ____._. +00 ° n • I hereby certify was prepared that this plan, speciflcatlon, or ,port me or under direct supervision and STATE PROJECT N0. DRAWN BY S. MARTINS CARVER COUNTY PARKS SHEET m duly I 1 am a duly Licensed Professional Enalneer under es Sta M ICHELLE a M. 010 - 003 DM.GERRIITY CONSULTING CONSTRUCTION PLAN AND PROFILE 37 m ° v Print Name: GERRITY S.P. 1008-73 CHECKED BY N. WILL G ROUP, INC. T. H. 41 TRAIL OF NO DATE BY CKD APPR REVISION 43935 11 5 .. \7068 \hl - mu \plan \7068 _cD0l. dqn Date i. ICense . COMM. 1 0. 0107068 a on vm o� N c m GENERAL NOTESi 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND OFFSETS OF 60" VINYL =r1 w COATED FENCE. _ N 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS AND ELEVATIONS OF CULVERTS. t 3. REFER TO PAVEMENT MARKING LOCATION TABULATION FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING WITHIN CONSTRUCTION LIMITS 'n t (EXCEPT WHERE NOTED). DEADFALL IS CONSIDERED INCIDENTAL. -s, GX J CE PARK TRAIL scale In feet ABRIDGE �s s: Qm x LEGEND GENERAL NOTES, 3. REFER TO PAVEMENT MARKING LOCATION TABULATION 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. WETLAND BOUNDARY OFFSETS OF 60" VINYL COATED FENCE. 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING CHAIN LINK FENCE xc 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS WITHIN CONSTRUCTION LIMITS (EXCEPT WHERE NOTED). DEADFALL IS CONSIDERED INCIDENTAL. AND ELEVATIONS OF CULVERTS AND STORM SEWER. 0 50 100 scale In feet - - ." (L T. H r ..,i t R/ w v •� ..� ,,I .} r Y ,.. - - - - - r 41 � C G G - G 0 G. G G G G G O 0 O 640 90 E - +50 F FIC BARRIER DESIGN 8338 650 ce 1ooA cB 1008 -- - - -� -- --------- 11 � - - - -- ' - - -- - - - - - -- 64 TRAF - + CONSTRUCTION LIMITS ;>sa + � _ _ -M _ - ^ 8424 C &G _ w -- O _ -- n Z Mr+mi - CDI 108 F - - - - - -- -� A$'�'3 AS 5' I .� - ,�.- r .. .:. - Z x wv ~ i -- - - - - -- - _ � - - - - - -- - -------- - ---- - - -- - - - - -- - -- 3' BIT. TRAIL i� _ w ' 5 ��� �cn =w a R/W * I r� Al R/W �w � APR 109 } , T• H. 41 TRAIL CONSTRUCTION LIMITS �v w -j TRAIL PEDESTRIAN CROSSING TYPE 1 - -- - -- - -- - - a W , 3" BIT. \� IF;; R/W R /Wf s SEE SHEET27 MODULAR BLOCK L) CON RUCTION LIMITS // r +� RETAINING WALL a MODULAR BLOCK ; I RETAINING WALL WALL 2 ENVIRONMENTALL SENSITIVE AREA SITE WALL 1 - \\� V U �. SITE PLAN REQUIREMENT AREA REQUIREMENT ARE / J SPECIFIC NOTES i Lv # � ]L ENVIRONMENTALLY ': ) SENSITIVE AREA Q /' •~ - � .��" �/ / POINT ALIGN. STATION OFFSET ELEV. 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N O : ::::::::::::::: 0::.::i ..:.........:...M.... -. :.. :... .. .:... :.... .:.:.. -. -... -.... .. .. . :... 0 1 000 :.... .................. ..:.. .. ...... .. ._ :M......._... .. f•1 Q _ ....._._. .. ... .__... may.....;.... Q. ...... .... ._ N .r .:.... :... ... ... ;... ............ ....4. ......... ........... . ...__.. ...... _ .... ... .:... .. .. .. .. .. .... ... ... .............. ...... -. ... .___. ........... ... ._._.. ...1./.00 0 m :......... :.... n n > M..._..... n - m:: - T I TRAIL PROFILE D M o .... w .. U N w MAINLINE EDGE OF PAVEMENT PROFILE 4 . ;.... 18 FT RIGHT OF EX.TSTING TN 41 � ` :.... :... ;... :. :.. .. ...:.. ..;.. .....:. .; .... :. :. .. '. .:. a. t ... ............... :............. .. .. ....... .....:.... 339 ±00 .....:.. ... .. .. ... ...... .. 3404+:00:::::: ....:.........1 ..:. 341 +00 ...: 392 +00 .... ...: ..: ........... 39300:: ::'.::::344+00 :. ;.... .............:.. 345 +00 .. ... ............ 645 +y0 ... .... 646 +b0 647f00 648 +00 ..... ... ... .... ........ ...... 649 +00 650 +00:.::. 65] +00 652 +C :. m T t this plan, seclficatlon, or report I hereby certify tha p dl was prepare, by me or antler my tllreat pervlsan antl STATE PROJECT N0. DRAWN BY S. MARTINS CARVER COUNTY PARKS SHEET inat I am a tlury Llcensetl Professional he laws of the State of Minnesota. Engineer antler 010 090 - 003 DESIGNED BY CONSULTING 40 aDATEBY Print No MICHELLE GERRITY S.P. 1008 -73 M.GERRITY CONSTRUCTION PLAN AND PROFILE noo CHECKED BY N. WILL GROUP INC. INC. T.H. 41 TRAIL OF own NO CKD APPR REVISION 1 1 5 c m t .. \7068 \hi -mu \Dian \7068 _cD04.dgn Date License • 43935 COMM. NO. 0107068 0 0 0 LO a + Q N to M O Z a H- V) w In w xw N Z H w J w In x U a zo LEGEND WETLAND BOUNDARY CHAIN LINK FENCE XC 0 50 100 ecale In feet < - DESIGN 8338 655 660 % av - - - -� R �10VE CULVER t - -� - - -� -L - - -- L — -- ---- -L - - - -� a —� -- ----I B424 C &G F E 5 ` ( CS�P) ADJUST HYDRANT CONSTRUCTION LIMITS PEDESTRIAN HERS - -- -- -- — - - C TI RAMP CULV. 18 — — — AND VALVE - ) — — — ADJUST HYDRANT - --- r_ __ - =L - -- - - - - - - -- - -- - VAEV _- -- - - - - -- - - - - - - -- APR 111 / - MODULAR BLOCK RETAINING WALL _ REMOVE 12" CPP APRON AND PIPE 3" BIT. TRAIL RELOCATE MAILBOX"' ENVION ALL 2 ' 'SENSITTIVE PLAN �} REMENT AREA / " SPECIFIC NOTES: (A ) CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES PER DETAIL ON SHEET 27 . Q BEGIN /END B424 C &G AND SHOULDER REPLACEMENT Q END TREATMENT - TANGENT TERMINAL. -CONSTRUCTION LIMITS ,.-�"� P R /W �\ T.H. 41 TRAIL GENERAL NOTES: 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND OFFSETS OF 60" VINYL COATED FENCE. 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS AND ELEVATIONS OF CULVERTS. 3. REFER TO PAVEMENT MARKING LOCATION TABULATION FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING WITHIN CONSTRUCTION LIMITS (EXCEPT WHERE NOTED). DEADFALL IS CONSIDERED INCIDENTAL. m z -1 D Z 0 m 665 1_ _ _ BITUMINOUS TRAIL / (BY OTHERS) I. PEDESTRIAN CROSSING TYPE 1 (BY OTHERS) n , _: ......: M : Ol ;.... .. ;........ . ;.... R/W - j :..... ��- -- REMOVE EXISTING CROSSWALK PAVEMENT MARKINGS ' - - (BY OTHERS) .. — R/W - — T . H . 41 efr;*:As,i� = - OH -TEL OH -TEL ON - TEL - _ < — -_ < rid 'Cl piY• - iF, OHP _ -_ -- - W j < HP P_ Y W9 < W! < G C G (4 I,I G G -- G G G C C G , G TRAFFIC BARRIER II 0 0 0 LO a + Q N to M O Z a H- V) w In w xw N Z H w J w In x U a zo LEGEND WETLAND BOUNDARY CHAIN LINK FENCE XC 0 50 100 ecale In feet < - DESIGN 8338 655 660 % av - - - -� R �10VE CULVER t - -� - - -� -L - - -- L — -- ---- -L - - - -� a —� -- ----I B424 C &G F E 5 ` ( CS�P) ADJUST HYDRANT CONSTRUCTION LIMITS PEDESTRIAN HERS - -- -- -- — - - C TI RAMP CULV. 18 — — — AND VALVE - ) — — — ADJUST HYDRANT - --- r_ __ - =L - -- - - - - - - -- - -- - VAEV _- -- - - - - -- - - - - - - -- APR 111 / - MODULAR BLOCK RETAINING WALL _ REMOVE 12" CPP APRON AND PIPE 3" BIT. TRAIL RELOCATE MAILBOX"' ENVION ALL 2 ' 'SENSITTIVE PLAN �} REMENT AREA / " SPECIFIC NOTES: (A ) CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES PER DETAIL ON SHEET 27 . Q BEGIN /END B424 C &G AND SHOULDER REPLACEMENT Q END TREATMENT - TANGENT TERMINAL. -CONSTRUCTION LIMITS ,.-�"� P R /W �\ T.H. 41 TRAIL GENERAL NOTES: 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND OFFSETS OF 60" VINYL COATED FENCE. 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS AND ELEVATIONS OF CULVERTS. 3. REFER TO PAVEMENT MARKING LOCATION TABULATION FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING WITHIN CONSTRUCTION LIMITS (EXCEPT WHERE NOTED). DEADFALL IS CONSIDERED INCIDENTAL. m z -1 D Z 0 m 665 1_ _ _ BITUMINOUS TRAIL / (BY OTHERS) I. PEDESTRIAN CROSSING TYPE 1 (BY OTHERS) n , i va o� vm _: ......: M : Ol ;.... .. ;........ . ;.... T.H. 41 TRAIL :..... ..... ..::. .. — . ... . ... ... .. ..... :......... ..................:................... :......... ..... :................... ..: :.....:.:.......' . ... .......... .... ....... ... ........ .. ................:.:: O. .. ....:i �..':: .... O :i:::.:: `. ...... - ..i ...... 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MARTINS CARVER COUNTY PARKS SHEET a Li the laws of the State of Minnesota. Engin DESIGNED BY C ONSULTING s aDATIBY Print Name: MICHELLE M. GERRITY M.GERRITY CONSTRUCTION PLAN AND PROFILE 41 S.P. 1008 -73 CHECKED BY N. WILL GROUP, INC. T.H. 41 TRAIL OF CKD APPR ... \7068 \hi -mu \Dian \7068_cp05.dgn REVISION Date License - 43935 COMM. NO. 0107068 1 1 r J i va o� vm 0 0 U e 0 v L 0 i a _m m� L C i M L LAKE MINNEWASHTA If I X V 3 cD CONSTRUCTION LIMI �kRESTROOM CONNECT TO EXISTING TRAIL \ ♦\ (DO NOT DISTURB) \ \ 3" BIT. TRAIL ♦\ PERFORM ADDITIONAL CLEARING �] �\♦ ♦\ AND GRUBBING OR TREE TRIMMING ( ♦ TO MAINTAIN SIGHT DISTANCE �♦Q`0 29 SPECIFIC NOTES: �♦ �♦ ♦ CONNECT TO EXISTING TRAIL QA CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES PER DETAIL ON SHEET 27 . LEGEND WETLAND BOUNDARY CHAIN LINK FENCE xC IF NOTESi rL PARK TRAIL GRADE SWALE FROM STA. ♦♦ \\ 109 +00 TO STA. 110 +00 \ i (PAID FOR UNDER \ COMMON EXCAVATION) \ \ \ I \\ 1 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND OFFSETS OF 60" VINYL COATED FENCE. 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS AND ELEVATIONS OF CULVERTS. 3. REFER TO PAVEMENT MARKING LOCATION TABULATION FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING WITHIN CONSTRUCTION LIMITS (EXCEPT WHERE NOTED). DEADFALL IS CONSIDERED INCIDENTAL. CONSTRUCTION LIMITS \\ \♦ o \� < 0 50 100 scale In fleet _ ..... -... .......... :.......:: ::::: ..:- :.........:....... .. .......:.........:.:.:..:... .... .- ......;..... ...;. :. .... .......... .... _ PARK TRAIL ..... I hereby certify that this plan, specification, or eport was pr epared by me or under my direct su pervision and that I am o duly Licensed Professlonal Engineer under the laws of the State of Minnesota. Print Name: MARK C. HANSEN _ _ _ ... .. .. ......... CONSULTING GROUP, INC. .. SHEET 42 OF 115 . __ ....... .:. . _ _ __:.... . . ... ...._.....: ...... S.P. 1008 -73 .....:.... :... ..., . ; CONSTRUCTION PLAN AND PROFILE T.H. 41 TRAIL PARK TRAIL _ _._............_ ....................................................._._.................................................._...................................................................................................................................:... . .: ............................... _..:....__._.. __ :.............................. :.. :.. .........:.. ....p. ..... ..... ...... .. .. .. .- .. ..... . 9 CHECKED BY N. WILL NO CKD :.........: ...: .. ..... \7068 \hl -mu ... \7068- cp07.dgn Date License • 43920 COMM. NO, 0107068 :... .........: .. 970 ?0 :. .. ... ....: ...... .:. .... .. :.. ... ..:.... ....:........ .. ..... :.. ......:.........:.... :: . .. ..............:. .........:.........:. ......:.. ......:... . ....... . .. _ :.........:.. .: .:. .......:.. :... ... .. .. .:.........:........ ..... ..... ..... :.........:. ....... . ...... .. .. -... ... .. . :.........: :. ... . BEGIN CONSTRUCTION:: s ...... - ......... .. ..........: :. :............. :. ..... . . _ _ L_.. :... .. S. P s 010 -090 -030 ...... .. ............. ... .........: . .. ...... : ....... . : .. ... :.........:....... . ... .. '• '+: .. a° `+ ... DO: DID VOC: ... _ PARK TRAIL :.. ......:.........:.... :....... ..... .... :.. m m:m. m. . ... 960 )0 . . . ..: ..... : soo +oo s7a :.. ...... .... . ......... .:........ :. .. .. . 6 ......................... .............:................. 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CARVER COUNTY PARKS SHEET 42 OF 115 S.P. 1008 -73 DESIGNED BY M.C.HANSEN CONSTRUCTION PLAN AND PROFILE T.H. 41 TRAIL PARK TRAIL aDATE L 9 CHECKED BY N. WILL NO CKD REVISION ... \7068 \hl -mu \pion \7068- cp07.dgn Date License • 43920 COMM. NO, 0107068 i i i 0 50 100 scale In feet o h N a •� ti 2 �Q W W � � J ti m� co L v EXISTING 12" CSP CULVERT - - ( LEAVE AS IS ) MAINTAIN DRIVEWAY. it EXISTING 15" CSP 7 TOPSOIL (DO NOT DISTURB) EXISTING ELECTRICAL ' PEDESTAL (COORDINATE RELOCATION) DELINEATE TRAIL FROM MAINTENANCE ROAD WITH 5' WIDE TURF STRIP USE EXCESS MATERIAL TO GRADE BERM AT END OF MAINTENANCE ROAD. LOCATION AND DIMENSIONS � TO BE DETERMINED IN THE •vim ( _; FIELD. PAID FOR AS CID COMMON EXCAVATION. I CONSTRUCT TRAIL AND MAINTENANCE ROAD FROM APPROXIMATE STA. 115 +72 I TO STA. 120 +75 PER DETAIL ON SHEET 12. TRAIL ALIGNMENTS TO BE FURTHER COORDINATED IN THE FIELD. J \ PERFORM ADDITIONAL CLEARING AND GRUBBING OR TREE TRIMMING TO MAINTAIN SIGHT DISTANCE TIMBER LANDSCAPING (DO NOT DISURB) a LEGEND r` WETLAND BOUNDARY r CHAIN LINK FENCE XC .r N il%\ LARGE OAK TREES AND rI/' ; \ RETAINING WALL 4 (DO NOT DISTRUB) .7 \ SPECIFIC NOTES: ♦♦ p AO CONSTRUCT PEDESTRIAN CURB RAMP ♦ ♦` ONTSHEETN27 TED DOMES PER DETAIL `A PARK TRAIL' LARGE OAK TREES (DO NOT DISTURB) FROM APPROXIMATE STA. 120 +75 TO. STA. 134 +50, CONTRACTOR TO REMOVE EXISTING CLASS 5. PLACE 6" OF TOPSOIL AND SEED PER TURF ESTABLISHMENT REQUIREMENTS LISTED IN THE ry CONSTRUCTION /SOILS NOTES. 3" BIT. TRAIL REMOVE EXISTING CLASS 5 GRAVEL DRIVEWAY AND PARKING / AREA (PAID FOR AS COMMON GENERAL NOTES: 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND 4• CLEARING AND GRUBBING TO INCLUDE EVERYTHING OFFSETS OF 60" VINYL COATED FENCE. WITHIN CONSTRUCTION LIMITS (EXCEPT WHERE NOTED) DEADFALL IS CONSIDERED INCIDENTAL. 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS AND ELEVATIONS OF CULVERTS. 3. REFER TO PAVEMENT MARKING LOCATION TABULATION a FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. •CONSTRUCTION LIMITS k REMOVE EX. 18" CSP CULVERT '. REGRADE DITCH TO MAINTAIN, ♦\ DRAINAGE. (PAID FOR UNDER \ COMMON EXCAVATION) \\ 12" OAK TREE (DO NOT DISTURB) \ LIMIT CLEARING AND GRUBBING \ OPERATIONS TO ONLY WHAT IS ) NECESSARY TO CONSTRUCT TRAIL. EXCAVATION). PLACE 6" TOPSOIL AND SEED PER TURF ESTABLISHMENT \ REQUIREMENTS LISTED IN THE \ \ CONSTRUCTION/ SOILS NOTES. I \ NO CLEARING AND GRUBBING I REQUIRED.`. 1 \ g +0 p0 1 MACH LISH E,1 Np \yA 1 SEE ..... .......... ......... _ ... : _ .. . .. .. �. ..., ...... ;.:::::: ...... _ :::::::.:: �::::: ::::::::�;:::::;:::::::::.:.... ............ :.:::::::;:: .: : ... .. PARK TRAIL ;.. .. ...,..... ..... : ' ... :....... .. ..... .. ..... ... ......... ......... ... . . . ... 1,000 ,. ..... _ .........:............... ao . ............ ... .. 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MARTINS CARVER COUNTY PARKS SHEET that I am a the laws of duly Licensed Professional Engineer under the State of Minnesota. DESIGNED BY CONSULTING 43 =DATEB1 Print Name: MARK C. HANSEN M.C.HANSEN 0 1GROUP, CONSTRUCTION PLAN AND PROFILE S.P. 1008-73 CHECKED BY N. WILL INC. T.H. 41 TRAIL OF CKD APPR REVISION 115 .. \7068 \hl -mu \pl an \7068 _cpO6.dpn Date License 43920 COMM. NO. 01 0 v 0 C i i 0 i a d. + a .. m coo - L m \ � i h L MAINTENANCE ROAD LAYOUT AND TRAIL ALIGNMENT / TO BE COORDINATE6 IN THE FIELD j v / 3 / CULV. 2 � P v 0 0 v i; 9 L 0 m R U o 7L3 00 m \ D i ° O o rn v� o , GENERAL NOTES: 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND OFFSETS OF 60" VINYL COATED FENCE. 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS AND ELEVATIONS OF CULVERTS. 3. REFER TO PAVEMENT MARKING LOCATION TABULATION FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING WITHIN CONSTRUCTION LIMITS (EXCEPT WHERE NOTED). DEADFALL IS CONSIDERED INCIDENTAL. = tiQ LIMIT CLEARING AND GRUBBING h OPERATIONS TO ONLY WHAT IS 2 � ` ECESSARY TO CONSTRUCT TRAIL. ~ , EXISTING 15" CSP y t 1 �O (DO NOT DISTURB) /4- PARK TRAIL 4 3" BI T ♦ 'f1 \ �9 \ ` \ LEGEND SEE SHEET T A 0.1 5 00.0 MATCH LINE Q 1 I 1 I I I 1 WETLAND BOUNDARY ADDITIONAL LANDSCAPING��� TO BE DONE BY OTHERS i CHAIN LINK FENCE xC STA. 138 +50 TO �� CONSTRUCTION LIMITS STA. 141 +00 �/> OFFSET LEFT. CULV. 4 i . TRAIL USE EXCESS TOPSOIL MATERIAL TO GRADE BERM AT END OF MAINTENANCE ROAD. LOCATION AND DIMENSIONS .♦ TO BE DETERMINED IN THE 0 / FIELD. PAID FOR AS COMMON EXCAVATION. 0, i / __ SEPTIC TANK DRAIN 'w /� CULV. FIELD LOCATED IN THIS � AREA. DO NOT IMPACT. GRADE SWALE FROM STA. 141 +00 TO STA. 143 +50 (PAID FOR UNDER COMMON EXCAVATION) � � R % "w e �J SPECIFIC NOTESe (Z ) CONSTRUCT PEDESTRIAN CURB RAMP \ WITH TRUNCATED DOMES PER DETAIL ON SHEET 27 . W' ii- PARK TRAIL SPUR 0 50 too MAINTAIN CLASS 5� GRAVEL DRIVEWAY scale In feet (DO NOT REMOVE) REMOVE EXISTING CLASS 5 / GRAVEL (PAID FOR AS COMMON EXCAVATION). PLACE 6" TOPSOIL AND SEED PER TURF ESTABLISHMENT REQUIREMENTS LISTED IN THE CONSTRUCTION/ SOILS NOTES. NO CLEARING AND N GRUBBING REQUIRED. 4 3" BI T ♦ 'f1 \ �9 \ ` \ LEGEND SEE SHEET T A 0.1 5 00.0 MATCH LINE Q 1 I 1 I I I 1 WETLAND BOUNDARY ADDITIONAL LANDSCAPING��� TO BE DONE BY OTHERS i CHAIN LINK FENCE xC STA. 138 +50 TO �� CONSTRUCTION LIMITS STA. 141 +00 �/> OFFSET LEFT. CULV. 4 i . TRAIL USE EXCESS TOPSOIL MATERIAL TO GRADE BERM AT END OF MAINTENANCE ROAD. LOCATION AND DIMENSIONS .♦ TO BE DETERMINED IN THE 0 / FIELD. PAID FOR AS COMMON EXCAVATION. 0, i / __ SEPTIC TANK DRAIN 'w /� CULV. FIELD LOCATED IN THIS � AREA. DO NOT IMPACT. GRADE SWALE FROM STA. 141 +00 TO STA. 143 +50 (PAID FOR UNDER COMMON EXCAVATION) � � R % "w e �J SPECIFIC NOTESe (Z ) CONSTRUCT PEDESTRIAN CURB RAMP \ WITH TRUNCATED DOMES PER DETAIL ON SHEET 27 . W' ii- PARK TRAIL SPUR / SEE SHEET NO.47 :....:. N N ... ;. ........ PARK TRAIL :....... 0 '•_._.............:.......... :..... 0 _ _ ..: .: .: - -.:. -- CID -:._. ................:.... ..............:. ....... _.. •.. _....... ......... _... ........._ _.. _:. _.................. ...........................................:................ ...:...................:....... ....:. L:.__. ..... :. ....._:.. __..:..... .....:.. .. ...... ax 1 3Y' ......... .... _... ................... .. ... : ... ...- .:.:.. :.....:.: ..... CID CID :.........: ............... :...... .... ..... .....:..... : :.. ... ..:..... :.... :....... :... .. ... .... .... ... .... . ......... .... .... . .. .... ' 150.00'- V;. C. . .. ... 1,000 :.. :. w :.... ...... w ..... ... . .:: .. .. w W 1 000 ...................:...................: ...................:........... .... ................ ....... ......:. ..... _. ... ... .. .......... .... _... ..,. ...... ..:... W ..... :..... :.... o W ............ .... ..... .... .. ...: .. MINNEWASF[TA. ..... ..:.. O ......:..... o o �... .. •..... O N :...... O .......:.......... O ... ..... .. ... :.... .. . :..... . .:.:' .. :REGIONAL PARK ROAD.. .: O ° o ° o a ° o .. ..::. . T AT :...... ..' ° - n N .... 75` FINISHEDG SURFACE Ft vi N O, N ...:: .Y '.:' .... ': w ... 1: .......... ::: :: ..: U ..::. :' : :' ti W ..... :' ::.. 1— ...:..: :: ::. : :. ..:...... ..... ... .'.:: :.... ..... ....: i.::: > W ... ... ..... ..:.... :- > - ......: .... ..... .. .:. .... .: -: .. . p . .. ....... .:.:. �(1 j.. :.... :. +3. _ _ ..- �q DO _ > >:w_ > _.990 :.... CUtV:.:. p :.........:.........: ........:.. :. ..... :....... . 18" _RCP ......................... _. .... EX. DRIVEWAY :. ......... _ ULV. 3 EX. ISTING :.:GROUND:.IINE :............ t0. ....... ... . .:::::: :: m GRADING GRADE . .... p ......... : ..... .. 1.00% 980 = - 2. o 0% .... ..................................... ... . .. ... : ........:::.: ............................... ..............:..:.:...: .:.:.:.:.:..:.:.:.:.:.:.:...... :4s::.... ...... ....:.:.:...................... ..._.... _ :: '':::: ::::..::. . 980 .........:.........: ........:. ....... :....... w ... w _...._ _ :. . : .... o N .. ; . . .. ..:.........:... :.. 0 :. ... ..:....... ......... . ... ... ... .: ...... .. .. .. ..:. .... ....... .:. .....:.... ....: . .. .... _ ............. .. :... :....... :...... l X. 1S" {;SP :. :..... :. :.........:......... :....... .:....... :. .......:.........: . .......:.........:......... ... : .....:... ... ........:. .......:.........:..... ...... ...........: .........:. .. — ex :.. ...... .... . ..... ..... p �............................... ...:...................:....... p. 00 V.C. ... .... .: ...:....... ., :...::::'::::::::':':::::. :.,.. 200 ' V . C 00 :......... :.: .. ::::: ..... .. 97Q .:.:....: 970 129+00 :: 130+00 131 ±00. 132+00 133+00: :.134 +00. .. ...:: .. .135'. #00' 136+00 137 400 138+00 .: I39#00.::: 190#00'.:: 141-+00 142 +00:: 143:+00 as p repared certify that this s r was prepared y me or und er mydirec super pervt an that I am a dully Licensed Professional under Enalneer under the State of Min CANSEN Print Name: STATE PROJECT N0. 010- 090-003 DRAWN BY S. MARTINS CONSULTING GROUP, INC. CARVER CONSTRUCTION T.H. COUNTY PARKS PLAN AND PROFILE 41 TRAIL SHEET 44 OF 115 S.P. 1008 - 73 D MCI NEE BY a.T." JAPPR CHECKED BY _ N. WILL NO CKD REVISION 43920 .. \7068 \hl -mu \plan \7068_cpO9.dgn Date license * COMM. N0. 0107068 7 LEGEND ' •t' F SEE OR BOX CU -52 V 9 `, `FOR t BRIDGE v� WETLAND BOUNDARY N0. 1OX17 CHAIN LINK FENCE xc SEE SHEET 38 FOR T.H. 41 REMOVE 24 OF 42" CSP I,� \ TRAIL CONSTRUCTION y (PAID AS REMOVE; I� \ \ \ PLAN AND PROFILE w aP 1 ° \ \ °o IPE CULVERTS) do i :r CONNECT TO PROPOSED ; X< I CULV. 1� \ \ / CONSTRUCTION LIMITS _ _ STORM SEWER STRUCTURE \ \ \\ 0 ����--- 16p� (INCIDENTAL> � C� 1 ,n W CULV. 11 CULV. 14 11 W SWALE N __ - - -tif' \ \ +� , GRADE TO MAINTAIN P \ \ =z J / \ \ ; AT CULVERT APRON. \\ T, H, 41 TRAIL-,,,,. rn V LIMIT TRAIL EMBANKMENT P o r GRADE SWALE FROM g \ L W STA. 158 +80 TO STA. 159 +00 / \ \ GRADING TO NOT IMPACT W x S, \ EXISTING CULVERT APRON. (PAID FOR UNDER COMMON / \ \ (PAID FOR UNDER COMMON \ \1 0 50 loo EXCAVATION) \\ \\ EXCAVATION) scale In feet SPECIFIC NOTES: \ \\ \ 1 \, (Z CONSTRUCT PEDESTRIAN CURB RAMP PARK TRAIL \ \\ \\ s ., \ I WITH TRUNCATED DOMES PER DETAIL \ ON SHEET 27 PERFORM ADDITIONAL CLEARING A ! \ . \ \ Y ` �`" \ \ , >/ -_ - -� \ GENERAL NOTES: \\ \\ AND GRUBBING OR TREE TRIMMING V CULV. 13` \ \ \ TO MAINTAIN SIGHT DISTANCE \ \ fy PEDESTRIAN c 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND \\ do CROSSING TYPE I \ \ OFFSETS OF 60" VINYL COATED FENCE, \ I l o \ f SEE SHEET 27 c� \ 1 Y ' \ \\ s� 3" BIT. TRAIL yO \ t $ 9 1 j to 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS �, AND ELEVATIONS OF CULVERTS. OVERHEAD POWER 1 \ \ i \ � 3. REFER TO PAVEMENT MARKING LOCATION TABULATION \ \ / �� \\ POLE (CONTRACTOR 1 \ TO COORDINATE FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. RELOCATION BY \ \ ` \ \\ f � ' ��. jULV• 12 9 e 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING \\ \ i / OTHERS) WITHIN CONSTRUCTION LIMITS (EXCEPT WHERE NOTED). ♦ — �i \ a \ DEADFALL IS CONSIDERED INCIDENTAL. @;'; �i \ m \ i — ADDITIONAL LANDSCAPING \ \ ' ADDITIONAL BE DONE BY OTHERS 'STA. 165 +50 TO T.H 41 \ ' \I STA. 167 +00 \' MOVE WOVEN WIRE FENCE �L - BOTH SIDES OF TRAIL. �k\ \\ \\ TRAIL NN PARK TRAIL ............. CL T. 41 ........... .. .......... ...:............. N ........ ' ..... O . -... ...... ...:.... ............:. ............ ......... ............ :....�.. .... .. .. ......... ...... ...... ... .... ...... ... ........ ......... ............ .... .d:. an ... 1 000 ...... . .... /...... U-1 Lij W O N. .. lal O tD ..... W ...... NO ...... al O' .. f`O ... ...... ..... ............. W o W �.... O W 0. S . ... m �u MD OO + m O 0.0 O 0::::. Oda : O ::: :... : ..N.. ... ...... :. .... ...1 ... .. ... tD:: ..tD :. .. :. ...0. ...: O O.ln O .0...:. ON O .... ....:....... N Ow ... M N ...... r„„�... r):: .. .. ... ...... w LID m ao pl + + .. T. T: +. + OW ... 1l7.:' W O . :in, ... N "l— r O ....... V In .-• : .. :. UJ .-i (a t(' ::::.: ' .:::::: lL J ::tL:J.. dJ + +:ao... + + C0 + k5 to cD �'� : .: �n .... > W > yl... > W 1, 020 ........... ; __ ........................... ............................... ..... . ..... mm.. _ . m a� Om o 0.75 Tr?. �:.... D .... .... .......:.. > '`y `'�}.....:.: GRADE'- TOp.....,..... J.H:AlTRAIL > M v w 1— a. >J as 0- _j ao ..... SURFACE AT'g' .: .. ..:. ....... .. W >> > w > ..:.... ::::FINISHED RFA 990 > > .. > > _ > w > ' �Ck DHES MAR DR; .......... _.. .. ............ PT106 GRADE TOP " " - ' "� _.._ ... FINISHED SURFACE AT C ::. . .... :...... ..:... . . ... ........:....... :. ...... +3 . O .............. ::::']GRADING: 4RADE : - _.... +1.5 ' :....... .. . . .. .. .. ...... ......... : ......... ....... .. ti 1 .1 ' 0 2/ 0 7 ' 5 ?.:. .. Opl 18 .......... i i I :' ... .... .. ... ....... .... ... .... k \ .. .. ......... . ...... .... . .... .. ... :.. ... ... .. .. ............. :..... .. OULV. 11 o E D _ _ G D .. . o :G .GRA 980 .. 12 RCP ..:..... ..... o n o X. CULV. 13 ......... .... _ .. ......... ............................... .......... ....... I ,. u , E R .... . EXI STING. G LINE::: o C) M 0 ................. ...... .. .... .. . E . ....... ........ ......... ex 0.96' :::: °, � _ EXISTING _ ...... 0 :.........:.... .. .:.........: ..... ..: ........: 100.0 V.C. :....... ..:.._.....:_ I._: __. _... 125.00' V.C. :: '' ., ex 0.63' GROUND- LINE" :.........:_ . :.. ex ...:0.41 ...: _ _ ex 0.44 .... .................. ..... .:.. .... �.. - �.....:::::::::t:::: 150.00`. V.C. ex 0'. V E E .. ............................. :. _ __ _ .:.:.......... .._ :. _ 1. _.. _. ............................... .........................:..... .. t ... ....... , ......................................................,................... ..................:............ > T END CONS- : - : :. .. .. .. ..... .IDO... Y..C..., 100.00 V,C... ''!a::: ...... u o 1 S.P: 010- 090 =003. [ >lu PARK TRAIL .. i' :. CU iV STA: 171 +78. ...... CP ....... 42 V. 1 9 1 n 70 ELE 30..4.820... _.. ............. .... . 157+ 158 +00 :'' '.159+00 160+00 161 +00 I62+00::::': 163 +00 '.:: ?+ 00::::: 166•+00 I67+00 168. +00::: ":: 169 +00 170•+00 _ 171 +00 Ihereby certify that this plan, specification, or report DRAWN BY CARVER COUNTY PARKS SHEET was prepared by me or under my direct supervision and STATE PROJECT N0. S. MARTINS that I am a duly Licensed Professional Engineer under 010 - 090 n the laws of : MARK state of MlnneC. MC. HANSEN DESIGNED BY CONSULTING CONSTRUCTION PLAN AND PROFILE 46 Print Name: C. HANSEN . u S.P. 1008 -73 CHECKED BY T.H. 41 TRAIL OF i NO �DATEBY CKD APPR REVISION N. WILL GROUP, INC. ... \7068 \hi -mu \plan \7068- opll.cign Date License • 43920 COMM. NO. 0107068 115 a .c A � nm GENERAL NOTESi 1. SEE FENCE LOCATION TABULATION FOR STATIONS AND OFFSETS OF 60" VINYL COATED FENCE. 2. SEE DRAINAGE TABULATION FOR STATIONS, OFFSETS AND ELEVATIONS OF CULVERTS. 3. REFER TO PAVEMENT MARKING LOCATION TABULATION FOR LOCATIONS OF SOLID WHITE AND YELLOW STRIPES. 1I 4. CLEARING AND GRUBBING TO INCLUDE EVERYTHING WITHIN CONSTRUCTION LIMITS (EXCEPT WHERE NOTED). DEADFALL IS CONSIDERED INCIDENTAL. SPECIFIC NOTES: o 50 100 (A ) CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES PER DETAIL scale in feet ON SHEET 27 . © SALVAGE AND RE— INSTALL (CORE DRILL) EXISTING HANDICAP PARKING SIGNS. REMOVE AND RE— INSTALL CURB AS NECESSARY TO ACCOMMODATE PEDESTRIAN CURB RAMP (NEW CURB PAID FOR AS B424 CONCRETE CURB AND GUTTER). MATCH EXISTING ELEVATIONS 3" BIT. TRAIL q PARK TRAIL SPUR LEGEND WETLAND BOUNDARY CHAIN LINK FENCE XC 1` ( L PARK TRAIL SEE SHEET 44 FOR PAI TRAIL CONSTRUCTION PLAN AND PROFILE CONSTRUCTION LIMITS EXTEND 24" CSP CULVERT MINIMUM OF 24 FEET (CONNECTION INCIDENTAL) F & I 24" CSP APRON \fit X e 4 I / / Q I O / 0 \ tv 34 A D / \ n t 0 _ill I Q S TOP is R \ Z 18„ MATCH SPUR TRAIL Z GRADES TO PARK f4 TRAIL M .....:........ :. ..................:............ PARK TRAIL SPUR ........... _ ..... .. T PR STATE PROJECT NO. 010 090 - 003 ......... .......: 1 0 1 0: ... :.........:.........:.........: ....................... ............................................................................................................ ......... ............................... .....................:.... ....:... ... ............................... .......... ............................... .............. ............................... _ _ ...................... ............................................................ _ _. . . . . _ ............................... . . . 1 010 :.........:.. ........:....... ....... ...; :. ...... :.........:.......... ................ .... ....:. .....:... .....:... .. ........:.........p.........:. BEGIN CONSTRUCTIbN _ PROFILE GRADE TOP. .: ..: . .: . .... . ...... .......... _;..... .;...... ..;..... ...;. .........:....... .:.. ...... .........:................... ...... ;......... .... ;.. .....;.... ..... .:.........:. .. ..:.... S.P. 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Print Name: MARK C. HANSEN T PR STATE PROJECT NO. 010 090 - 003 DRAWN BY S. MARTINS DESIGNED BY M.C. HANSEN CONSULTING GROUP, INC. CARVER COUNTY PARKS SHEET 47 OF 1 S.P. 1008 -73 CONSTRUCTION PLAN AND PROFILE T.H. 41 TRAIL CHECKED BY N. WILL NO DATE BY CKD APPR REVISION Date License . 43920 COMM. N 0 107068 .. \7068 \hi —mu \Plan \7O68_cpl2.dgn