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6. Award Bid TH 41 Trail Stairway Connector0 CITE OF CgMIgASSEN 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 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Todd Hoffman, Park and Recreation Director DATE: February25, 2013 SUBJ: Award of Bid: TH 41 Trail Stairway Connector (a PROPOSED MOTION The City Council awards the TH 41 Trail Stairway Connector Project to Theis Construction Company, Inc. in the amount of $59,260. Approval requires a simple majority vote of the city council. BACKGROUND The 2012 Park and Trail Acquisition and Development CIP included $205, 000 for the Highway 41 Pedestrian Trail Extension and Stairway Connector. On February 13, 2012, the city council approved the plans and specifications for City Project No. PK &T for the TH 41 Trail Extension, At -Grade Pedestrian Crossing and Stairway Connector, added a flashing pedestrian crossing signal to the project, and authorized the advertisement for bids. The flashing signal was estimated to add an additional $34,000 to the project budget. On June 25, 2012, the city council approved Flashing Signal Agreement No. 000887M for a State Highway 41 Pedestrian Crossing to be constructed as a component of the trail extension project. Public Works On Monday, August 27, 2012, the Chanhassen City Council rejected all bids received for 7901 Park Place the TH 41 Trail Extension and Stairway Connector Project. The engineer's estimate was Phone: 952.227.1300 $258,222.00 — the low bid received was $293,750.05. The council directed staff to break Fax: 952.227.1310 the project into specific components for bidding as alternates. Senior Center Phone: 952.227.1125 OVERVIEW Fax: 952.227.1110 The City of Chanhassen and Carver County are currently participating in a joint powers Web Site agreement to construct a pedestrian trail and underpass within the Highway 41 corridor. www.ci.chanhassen.mn.us This project will construct a trail with a northern terminus at the Minnetonka Middle School driveway. In early discussions with Carver County, it was determined that due to funding reimbursement requirements associated with the Federal Transportation Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Todd Gerhardt February 25, 2013 Page 2 Enhancement grant, the joint project could not be expanded to extend the trail north of the driveway or build the stairway connector. Therefore, the city entered into a separate professional services agreement with SRF Consulting Group to design and build the "city" trail extension and stairway. The northerly trail extension starts at the school driveway and extends 450 feet to Chaska Road and includes a pedestrian crossing of Highway 41 immediately south of Chaska Road. A pedestrian crossing in the vicinity of the school has been sought after for many years. The design of the crossing features a raised median landing in between the north and southbound lanes, an amenity that will provide a refuge for pedestrians as they negotiate crossing this busy roadway in addition to a flashing beacon signal system. The stairway connection included in this project was a feature identified during the development review phase of the Highover neighborhood. The stairway is designed to include a series of 5 -ft. long and 6' /2 -ft. wide landings connected by three 6 1 /2 -inch risers. The top side of the stairway will be connected to Highover Drive with a concrete sidewalk and the bottom side of the stairway will be connected to the new Highway 41 trail in the same fashion. BID AWARD Staff has split the project into two components: the first being the "Trail Extension and Pedestrian Crossing with Flashing Beacon" and the second being the "Stairway Connector." The Trail Extension and Pedestrian Crossing with Flashing Beacon was bid as an add /alternate to the TH 101 and Pleasant View Road intersection improvements. The low bidder on this work was Eureka Construction in the amount of $152,642.55. The low bidder on the Stairway Connector project is Theis Construction with a quote of $59,260. This quote includes, insulation over the watermain, construction of the stairs and stairway landing, connecting sidewalks at the top and bottom of the stairway, and the installation of painted galvanized railings on both sides. The placement of erosion control and final restoration of the areas adjacent the stairway will be completed by the City. Together the two projects total $211,902.55, which is $46,319.45 less than the original engineer's estimate and $81,847.50 less than the low bid which was rejected in August of 2012. RECOMMENDATION It is recommended that the City Council award the TH 41 Trail Stairway Connector Project to Theis Construction Company, Inc. in the amount of $59,260. ATTACHMENTS 1. Stairway Quotes 2. Site Plan 3. CIP Sheet g: \park \th \hwy 41 trail and underpass \award of stair bid.doc TIS CONSTRUCTION CO. INC. 6270 FOREST GLEN LANE Pl(-Ifow (952) 448- 58$7. CARv t, MN 55315 FAX (952) 448. 672 JOB ESTIMATE TO: Cam,.. 17 e r 4! �14 I'iA 55e_kl ©A`['E: � 3 gc � J 13 9 ge . IPL g1'. PQ 9',) x CAOL s' ATTN: PHONE: — FAX: e JOB NAME: LOCATION: c rt)a-N a e� JOB DESCRIETLO : �'�G1.1 t� � Y)1'1 �°C�it I t�'� "7 -t f o�.1e vy �w� �f 'f7� !T!�'� o �'c./1 +tJn Y'S �� Sl�� wa� k s b � er✓ vi v4 5e w�. eo, n il Tt^�i ( @ b 7 -f- lt�G� L r , I bo"�"6'1 !CC 'S d pa_1 wrc e co PW-4 w fl 6 ' I '��7�0�) V' s Y- j x--60, Estimated Job Cost: Estimated by: l� THIS ESTIMATE IS FOR COMPLETING THE Job DESCRIBED ABOVE. IT IS BASED ON OUR EVALUATION AND DOES NOT INCLUDE MAYrM PRICE INCREASES OR ADDITIONAL LABOR AND MATERIALS, WHICH MAY BE REQUI119D, SHOULD UNI:QRSEEN PROBLEMS OR ADy1;RSE WEATHER CONDITIONS ARISE AFTER WORK HAS STARTED. Page No. l of 2 Pages P t�P D oc* Co Compa C.'HANHASSEN LAKES BUTSINE:SS PARK 1 8 50 Lake Drive West, Chanhassen, Minnesota 55" 1.7 Telephone: 952 -556 -0278 Fax: 952-556- Proposal Submtitted To: SRF Consulting Group, Inc. cp One Carlson Parkway North Minneapolis, Minnesota 55447 Att'n: Mike Date: Suite 1.50 Telephone: Fax: 11 -5 -2012 763 -249 -6753 mmegarvey @srfconsultitig.cotn Project: Project Location: Architect: Stairway Bid Chanhassen, Minnesota SRF Consulting Group, Inc. We hereby submit estimates for all labor and materials for concrete and masonry work as per plan: As detailed on page 2 attached We propose hereby to furnish material and labor — complete in accordance with above specifications, for the suln of. Five Thousand Two Hundred and 00 /1.00 75,2 00.00 Payment to be made within 30 days on portion completed (monthly billings.) At the end ofthirty (30) days from the completion of said work there shall be a percent (t ' /- %) soxvice charge for each month with said service charge to be calculated at the rate of percent (I %) of the. firm price. It is understood by the undersigned that this proposal is a legal notice to owner and that the contractor may file a lien against the above described property within one hundred and twenty days of completion of the work if the contractor is not paid within said one hundred and twenty days. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or Authorize r f C.._. deviation from above specifications involving extra Costs will be executed Signature _. " only upon written orders, and will become an extra charge over and above .!ernes R. Berg (estimat the estimate. All agreements contingent upon strikes, aceidents or delays //' beyond our control. Owater to carry fire, tornado and other necessary insurance. NWE: This proposal may be withdrawn by us if not accepted within 30 days. ACCEIYTANCi: OF PROPOSAL - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to Signature do the work as specified. payment will he made as outlined above. Date ofMceptancc Signature Quotation for Concrete work, Price includes the following items, Stairway Bid Chanhassen, Minnesota Furnish and install silt fence or log rolls Tree removal as required Dig and backfill steps Import and place rock below sidewalks, Import and export material as required Form and pour stepsv, rods Form and pour sidewalk between steps Furnish and install insulation under sidewalk Form and pour sidewalk at top and bottom of steps Replace damaged city sidewalk Finish grade area around steps Seed and blanket finished area Water seeded area (10 trips) Sales twx TOTAL $ 75 Notes 1. All temporary services ie electric, water, telephone, satellite, etc. by others. 2. No bond. 3. Noliquidated damages of any kind figured. 4. No winter heat or enclosure of any kind figured. 5. No "'Additional Insured' insurance coverage of any kind figured. 6. Surveying, labor and material by others. 7. Handrails, labor and material by others. 8. Painting of railings, labor and material by others. BIDDER: BLACKSTONE CONTRACTORS, LLC BID FORM TH 41 TRAIL EXTENSION AND PEDESTRIAN CROSSING CITY PROJECT NO. PK &T 110 CHANHASSEN, MINNESOTA THIS BID IS SUBMITTED TO: The City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 -0147 1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in the Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER. 3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged. Addendum No. Addendum Date B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress and performance of the Work. BID FORM D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in Paragraph 4.02 of the General Conditions, and (2) reports and drawings of a Hazardous Environmental Condition, if any, which has been identified in the Supplementary Conditions as provided in Paragraph 4.06 of the General Conditions. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents. H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents. I. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. 4.01 Bidder further represents that: A. The prices in this Bid have been arrived at independently, without consultation, communication or agreement as to any matters relating to such prices with any other Bidder or with any competitor for the purpose of restricting competition. B. The prices in this Bid have not or will not be knowingly disclosed to any other Bidder or competitor prior to opening of the Bids. C. No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Bid for the purpose of restricting competition. 4.02 Bidder understands that the law may require the Owner, or Engineer at the Owner's direction, to undertake an investigation and submit an evaluation concerning Bidder's responsiveness, responsibility and qualifications before awarding a contract. Bidder hereby waives any and all claims, of whatever nature, against Owner, Engineer and their employees and agents, which arise out of or relate to such investigation and evaluation, and statements made as a result thereof, except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothing in this paragraph is intended to restrict Bidder's rights to challenge a contract pursuant to law. BID FORM 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): All specific cash allowances are included in the price(s) set forth below and have been computed in accordance with paragraph 3.01 of the General Conditions. Unit Prices have been computed in accordance with paragraph 3.01 of the General Conditions. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities provided, determined as provided in the Contract Documents. BID FORM 7237 Page 2 Item ID Number Item Description Unit Quantity Unit Price Total Amount Category : 0 1 2011.601 CONSTRUCTION SURVEYING LUMP SUM 1 $ $ BY OWN 2 2021.501 MOBILIZATION LUMP SUM 1 $ 5000.00 $ 5000.00 3 2101.501 CLEARING ACRE 0.5 $ $ 4 2101.506 GRUBBING ACRE 0.5 $ $ 5 2102.501 PAVEMENT MARKING REMOVAL SO FT 400 $ $ 6 2104.501 REMOVE CURB AND GUTTER 25 LN FT LIN FT 120 $ 10.00 $ 250.00 7 2104.503 REMOVE BITUMINOUS PAVEMENT SQ FT 2800 $ $ 8 2104.503 REMOVE BITUMINOUS WALK SO FT 1800 $ $ 9 2104.503 REMOVE CONCRETE SIDEWALK SO FT 320 $ $ 10 2104.509 REMOVE CONCRETE APRON EACH 1 $ $ 11 2104.509 REMOVE DROP INLET EACH 2 $ $ 12 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 500 $ $ 13 2104.523 SALVAGE SIGN TYPE C EACH 2 $ $ 14 2105.501 COMMON EXCAVATION (P) LUMP SUM U YD 5 $ 3400.00 $ 3400.00 ` 15 2105.507 SUBGRADE EXCAVATION CU YD 200 $ $ 16 2105.522 SELECT GRANULAR BORROW (CV) CU YD 200 $ $ 17 2105.523 COMMON BORROW (LV) CU YD 371 $ $ 18 2105.604 GEOTEXTILE FABRIC TYPE V SO YD 300 19 2123.610 1.5 CU YD BACKHOE HOUR 10 $ $^ 20 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 10 $ $ 21 2211.503 AGGREGATE BASE (CV) CLASS 5 60 CY CU YD 280 $ 30.00 $ 1800.00 22 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 12 $ $ 23 2360.501 TYPE SP 12.5 WEARING COURSE MIX (4,F) TON 50 $ $ 24 2360.503 TYPE SP 12.5 WEARING COURSE MIX (2,B) 3.0" THICK SO YD 1325 $ $ 25 2411.601 CONCRETE STEPS LUMP SUM 1 $ 45571.06 $ 45571.06 26 2501.515 18" RC PIPE APRON EACH 1 $ $ 27 2501.561 18" RC PIPE CULVERT DES 3006 CL V LIN FT 8 $ $ 28 2502.604 4" INSULATION 14 INCHES THICK, 106 SY. ISO YD 430 $ 4250 $ 4505.00 29 2503.541 12" RC PIPE SEWER DES 3006 CL V LIN FT 16 $ $ 30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 2 $ $ 31 2506.501 CONST DRAINAGE STRUCTURE DESIGN G LIN FT 10.5 $ $ 32 2506.516 CASTING ASSEMBLY EACH 2 $ $ 33 2506.522 ADJUST FRAME & RING CASTING EACH 1 $ $ 34 2521.501 4" CONCRETE WALK SO FT 1365 $ $ 35 2521.501 6" CONCRETE WALK 480 SF S FT 1220 $ 10.00 $ 4800.00 7237 Page 2 Subtotal For Category: Total of bid : $ 67738.56 7237 Page 3 Item ID Number Item Description Unit Quantity Unit Price Total Amount 36 2531.501 CONCRETE CURB AND GUTTER DESIGN 8424 LIN FT 390 $ $ 37 2531.618 TRUNCATED DOMES I AND PED RAMP LUMP SUM SQ FT 300 $ . 950.00 $ 950.00 38 2557.501 WIRE FENCE DESIGN 6DV -9322 LIN FT 70 $ $ 39 2563.601 TRAFFIC CONTROL LUMP SUM 1 $ $ 40 2564.531 SIGN PANELS TYPE C SQ FT 124.5 $ $ 41 2564.537 INSTALL SIGN TYPE C EACH 2 $ $ 42 2564.552 HAZARD MARKER X4 -2 EACH 2 $ $ 43 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM SYS 1 $ $ 44 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 600 $ $ 45 2573.512 TEMPORARY DITCH CHECK TYPE 2 LIN FT 500 $ $ 46 2573.530 STORM DRAIN INLET PROTECTION EACH 15 $ $ 47 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 2 $ $ 48 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 AND SEED 450SY SQ YD 1000 $ 3.25 $ 1462.50 49 2575.571 RAPID STABILIZATION METHOD 3 MGALLON 5 $ $ 50 2575.605 TURF ESTABLISHMENT ACRE 0.3 $ $ 51 2582.502 12" SOLID LINE YELLOW -EPDXY LIN FT 110 $ $ 52 2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT 285 $ $ 53 2582.503 CROSSWALK MARKING -EPDXY SQ FT 510 $ $ Subtotal For Category: Total of bid : $ 67738.56 7237 Page 3 6.01 Bidder agrees that the Work will be substantially completed and completed and ready for final payment in accordance with Paragraph 9.14 of the General conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of Five Percent (5 %). 8.01 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. SUBMITTED on 20 If Bidder Is: An Individual Name (typed or printed): By: Doing business as: Business address: A Partnership (Individual's Signature) (SEAL) Phone No.: Fax No. Partnership Name: LIZA (Signature of General Partner) BID FORM Name (typed or printed): A Co oration Business address: Phone No.: Fax No. Corporation Name: BLACKSTONE CONTRACTORS, LLC State of Incorporation: MINNESOTA Type (General Business, Professional, Service, Limited Liability): LLC B y' (Signature) Name (typed or printed): Title: Attest: Business address: (Signature of Corporate Secretary) Phone No.: Fax No. A Joint Venture Joint Venture Name: By: (Signature of Joint Venture Partner) (SEAL) (CORPORATE SEAL) (SEAL) BID FORM Name (typed or printed): Type: Business address: Phone No.: Fax No. Joint Venturer Name: L (Signature) (SEAL) Name (typed or printed): Type: Business address: Phone No.: Fax No. Phone and Fax Number, and Address for receipt of official communications: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above). BID FORM ..... 1. .1 CITY OF CHAN"SSEN .... ... .. — SHEETI ISTATE PROJECT N0. OESIL — BY CONSULTING CONSTRUCTION PLAN 15 FH—ECKE06Y GROUP, INC. T.H. 41 TRAIL OF cawTr PROJECT No. .-723-1---7237­03.dpn- COW. NO. 01072371 21 PLAN SYMBOLS zr.rt uc ........................ CITY OF CHANHASSAN GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION', SHALL GOVERN. anmW aW AAxa —:_:. ................ awNTU ua ...................... — .. -- - - - -- PLANS FOR , GRADING, AGGREGATE BASE, CARVER COUNTY, MINNESOTA BITUMINOUS TRAIL SURFACING, SIGN AND STRIPING, AND CONCRETE STEPS ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED W ACCORDANCE TO THE 'MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' (MN MUTCD) AND PART VI. 'FIELD MANUAL FOR TEMPORARY TflAFFIC CONTROL ZONE LAYOUTS'. - °- - T.H. 41 TRAIL CITY PROJECT NO. INDEX SHEET NO. SHEET DESCRIPTION swn xaa.r uW . ✓ 1 TITLE SHEET .. '" ` ............: � PROJECT LOCATION /� 2 GENERAL LAYOUT 3 STATEMENT OF ESTIMATED QUANTITIES a uMx s�mr --u- TRAIL SEGMENT 9 CONSTRUCTION /SOBS NOTES AND STANDARD PLATES 5 EARTHWORK SUMMARY AND BALANCE oRr Ru .......................... 6 TYPICAL SECTIONS 7 -10 STANDARD PLAN SHEETS a.w s.A ........................ ................... AvAw RU .......... _� - -___= - a r + L � a•r - �::�. I 11 -12 MISCELLANEOUS DETAILS 13 -19 ALIGNMENT PLANS AND TABULATIONS 15 -17 CONSTRUCTION PLANS AND PROFILES I8-23 CROSS SECTIONS 29 -25 RECTANGULAR RAPID FLASHING BEACON SYSTEM nac .AU m FMaa ...............� " ... "am �N" a END TRAIL STA.376 +17.725 " " : HEN ,............ .................. -- .......... � r .................. a,W H. HMHr ....... ............................... uTT�c ..... auB ................ ovxaa•ASS anoxx.r orK�......... �AD 4 vf�v _ - n r 4 — I ° �L�yLL " " "` � „ a. ' �4 si �_ e - START TRAIL ROAD STA.360 +00 THIS PLAN CONTAINS ...25... SHEETS CONSULTING GROUP INC. uNaFwAss AAO'wr M'ar........ euam ur sa.y rr^w .............. _ �//— • - =� '� — a _ 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 - ssroic T sac " ...... .max H. ....... ............................... a " . -/ + _� s I f PROJECT LOCATION SIGNATURE DATE LIC. N0. 93920 PRINT NAME MARK C. HANSEN .......... ........ : :`........:`.......... UTILITY SYMBOLS sAa � r o " 9 9 • v A r v i W A 6 J } \. ° s +� + ®r " a w.., �1v E 1 CONCRETE STEPS RECOMMENDED FOR APPROVAL ............20... ........ ..........LITY .FNLINEEfl, CITY �OF �CHAHNASSEN rao ° , °nNaN .aFS .._.---- ._...... _.... _ ............. 20. zo........... SCALES INDEX MAP 5000' D ._._..._-- DIST STATE TATE AID AiD ENGINxER,flEVffWEO FOR COMPLIANCE WITH STATE AID RULES /POLICY sr.L a.Na1c caeL d GENERAL LAYOUT 100' PLAN 50' ..,RW MaN DESIGN DESIGNATION PROFILE S mr �� ". ter , — — — _rte FOR: ROAD NAME X- SECTION • O' `0 ^• -• —tr— B __.. _,. 20, a,ccsRm x c°r°Wr sBa.a�W NN.Wac ¢acme WueAaL rm.L rsssnna ^• ". [>7 CD Based .B.d on n Sight Olsignce HBIght of eye / Might of Object Design Speed not achieved qt: STOP PING 4,5,'/ 0,0' ,.,.. „._,N /A.......... - PLAN REVISIONS DATE SHEET NO. APPROVED BY PROJECT LOCATION saWFn.eAWrANn — > —.— cOUNTr :......CARVER.... [ yW DISTRICT :.... THIS PLAN AND /OR SPECIFICATION WAS PREPARED SPECIFICALLY FOR THIS PROJECT, AND ANY RE -USE OF DETAILS OR SPECIFICATIONS 01R OTHER PROJECTS IS NOT INTENDED OR AUTHURIZEO BY THE DESIGNER. LIABILITY FOR PLAN THISRPROJECT.ILITY OF THE PERSON, AGENCY, OR CORPORATION USING THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY DUALITY LEVEL D. THIS WALITY LEVEL WAS DETERMINED ACCORDING TO GUIDELINES OF CI /ASCE RD SUBSURFACE ITY DATAELINES FOR THE COLLECTION A. OEP[CTIW OF E %ISTING S .Aapa .................................................. ............................... SHEET NO. ..__1.......OF_..25.... SHEETS 3 :C! °�na i `�� �` +� b• � ���� `/+' �, ' I, �> ,i �9 a ' T.H. LTINE B 'Y vu.) 41 (HAZE , >r�w r I I dr► 4 ' •� +�... Y LEGEND �� _ 1 . YfE� oL• F ' I %XX CONSTRUCTION PLAN SHEET NO. 5 I nr� �ry mo, ml• pkn uNx qmf STATE Am PflOh[i N0. pRAMN BY z S...rc s CITY OF CHANHASSEN SHEET ••• • m• s • *• •M MA RK C % DES IGNED By ®CONSULTING STATE PROJECT N0. Pr ln, Kw. PARK . " HANSEN % E GN D B GENERAL LAYOUT Z COtMTY PROJECT N0. CHECKED By T. H. 41 TRAIL OF NO GATE BY CKO APPR REVISION % N. CERRITY GROUP, INC. ... \T2]T \NI- q, \Dlan \TI]TAIp1. Epn OaI. LI.- • 43920 CITY PROJECT N0. % co. .. N0. OI0T2]T 25 I I I CONSTRUCTION /SOILS NOTES I 1 TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. 2 SUITABLE GRADING MATERIAL ON THIS PROJECT, WHETHER OBTAINED LOCALLY OR FROM BORROW, SHALL CONSIST OF ALL SOILS EXCEPT TOPSOIL, DEBRIS, PEAT, MUCK AND ORGANIC OR OTHER UNSTABLE MATERIAL. 3 UNSUITABLE MATERIALS ARE TOPSOILS, DEBRIS, PEAT, MUCK AND ORGANIC OR OTHER UNSTABLE SOILS. 4 GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.281. SELECT GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.282. SELECT GRANULAR MATERIAL MODIFIED IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.2B, MODIFIED TO LESS THAN 5 PERCENT PASSING THE NUMBER 200 SIEVE. 5 STRIP TOPSOIL FROM AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. FOR ESTIMATING PURPOSES, THE DEPTH OF TOPSOIL AVAILABLE IS CONSIDERED TO BE 6 ". 6 ALL TOPSOIL STRIPPING WILL BE CONSIDERED TO BE COMMON EXCAVATION. 7 EXCESS TOPSOIL AND MUCK MATERIAL SHALL BE USED THROUGHOUT THE PROJECT AND AS DIRECTED BY THE ENGINEER. 8 COMPACTION OF THE GRADING AND AGGREGATE ITEMS SHALL BE BY THE "QUALITY COMPACTION" METHOD. 9 THE BOTTOM OF ALL SUBCUTS SHALL BE SHAPED AND COMPACTED BY THE "QUALITY COMPACTION METHOD ". THE CONTRACTOR SHALL USE A MINIMUM OF 4 PASSES OF AN APPROVED COMPACTION DEVICE. 10 WHERE CONNECTING TO THE INPLACE ROADWAYS AT THE TERMINI OF PROPOSED CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO THE BOTTOM OF THE NEW SURFACING, WHICHEVER IS DEEPER, THEN 1V.20H TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION, UNLESS OTHERWISE NOTED. 11 PROVIDE 1V.20H LONGITUDINAL TAPERS BETWEEN CHANGES IN SUBGRADE AND SUBCUT DEPTHS. 12 DITCH BOTTOMS, TOE OF FILL, CUT RUNOUTS AND THE TOP EDGE OF THE BACKSLOPES SHALL BE ROUNDED REGARDLESS OF THE SECTION USED ON THE CROSS SECTION SHEETS. 13 PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL BITUMINOUS COURSES. THE TACK COAT SHALL BE IN ACCORDANCE WITH MN /DOT SPECIFICATION 2357 WITH THE FOLLOWING MODIFICATIONS. 1. THE TACK COAT SHALL CONSIST OF EMULSIFIED ASPHALT (CSS -1 OR CSS -IH) AND SHALL BE APPLIED BETWEEN ALL BITUMINOUS COURSES. 2. THE TACK COAT SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL /SY BETWEEN BITUMINOUS LAYERS AND 0.07 TO 0.10 GAL /SY ON MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. 14 PROVIDE A SAWCUT WHERE PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT TO ENSURE A UNIFORM JOINT. WF.MIVAI S 15 PROVIDE FOR THE REMOVAL AND DISPOSAL OF ANY INPLACE SURFACING, GUARDRAIL, OTHER STRUCTURES OR DEBRIS THAT WOULD INTERFERE WITH CONSTRUCTION. ALL SUCH MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL EITHER BE RECYCLED TO THE EXTENT ALLOWED OR DISPOSED OF OFF THE RIGHT OF WAY IN ACCORDANCE WITH SPEC. 2104.03.C. PROVIDE FOR SAW CUTTING AS DEEMED NECESSARY BY THE ENGINEER. 16 THE EXISTING PAVEMENT THICKNESSES ON T. H. 41 ARE ASSUMED TO BE AS FOLLOWS- 4"-11 "OF BITUMINOUS OVER 8" OF CRUSHED LIMESTONE BASE. THE CONTRACTOR SHALL INVESTIGATE AND MAKE HIS OWN DETERMINATION. 17 PLACE A MINIMUM OF 6 INCHES OF TOPSOIL ON ALL AREAS SCHEDULED FOR PERMANENT TURF ESTABLISHMENT. 18 SOD ALL AREAS ADJACENT TO RESIDENCES OR BUSINESSES AND AREAS OF HEAVY DRAINAGE RUNOFF. 19 SEEDING REQUIREMENTS ON THIS PROJECT ARE AS FOLLOWS - TURF ESTABLISHMENT SHALL BE PAID FOR BY THE ACRE. THE FOLLOWING SEED MIXES AND RATES SHALL APPLY - T.H. 41 SEGMENT SEED MIXTURE 250 0 70 POUNDS PER ACRE, TYPE 1 MULCH 0 2 TONS PER ACRE, DISK ANCHORED, AND FERTILIZER TYPE 322 -5 -10, BOX W.I.N. OXCL 0 350 POUNDS PER ACRE. 20 THE CONTRACTOR MAY SUBSTITUTE TEMPORARY DITCH CHECK TYPE 2 (BIOROLL) IN LIEU OF SILT FENCE WHERE THE INSTALLATION OF SILT FENCE IS PROHIBITED DUE TO TREES OR SPACE CONSTRAINTS. BIOROLLS SHALL BE PAID AT THE SAME UNIT PRICE AS SILT FENCE. SUBSTITUTIONS SHALL ONLY TAKE PLACE UPON APPROVAL OF THE ENGINEER. mat , an a au eso Profs xl.M 4gYw.r w.x Pf t Na stm. " MARK C. HANSEN Oaf. Llama . 43920 I CONSTRUCTION /SOILS NOTES 21 WHERE SEDIMENT DEPOSITS IN WATERS OF THE STATE THE MATERIAL MUST BE REMOVED IN 7 DAYS. 22 ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. 23 THE CONTRACTOR IS HEREBY REMINDED OF HIS RESPONSIBILITY UNDER STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA. CONTACT MUST BE MADE THROUGH GOPHER STATE ONE -CALL. 24 WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN, IT SHALL MEAN THIS WORK WILL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. THE FOLLOWING STANDARD PLATES APPROVED BY THE DEPARTMENT OF TRANSPORTATION MN /DOT STANDARD PLATES PLATE N0. I DESCRIPTION 4006 L I MANHOLE OR CATCH BASIN 4143 E STOOL GRATE & CONCRETE FRAME 7036 G PEDESTRIAN CURB RAMP PERPENDICULAR DESIGN 7038 A DETECTABLE WARNING SURFACE T100 H CONCRETE CURB & GUTTER (DESIGN B AND DESIGN V) 7113 A CONCRETE APPROACH NOSE DETAIL 8112 G PEDESTAL FOUNDATION 8114 A PVC HAND HOLE /PULL BOX 8118 D SERVICE EQUIPMENT & POLE TRAFFIC CONTROL SIGNALS 8121 G TRANSFORMER BASE & POLE BASE PLATE 8122 F PEDESTAL & PEDESTAL BASE 8123 G I POLE & MAST ARM 8126 J I POLE FOUNDATION (PA90 & PA100) S. MARTINS I U11T Uh GHANHASSEN ISHEE DESIGNED BY CONSULTING M .G. HANSEN CONSTRUCTION /SOILS NOTES AND STANDARD PLATES 4 CHECKED BY M. GERRITY GROUP, INC. T.H. 41 TRAIL OF COMM. NO. 0107237 1 25 I i7 I 4 6e SAWCUT BITUMINOUS (FIILL DEPTH) EXISTING T.N. 41 E TRAIL TYPICAL SECTION TH 41 MEDIAN 'SOIL SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) •EXISTING T.N. 41 PAVEMENT C mar � an a au ea rrare m�aa iiyrroer war Pr­ Name stare o MARK C. HANSEN Date License a 47920 DETAIL A TYPICAL TRAIL SECTION MND�OT 2360 I 4' CONCRETE WALK ASE 4.((V) CLASS AGGREGATE BASE NTAL) COMPACTED SU GNCIDENTAU DETAIL B 4' CONCRETE MEDIAN 4 TACK COAT MN/DOT SPEC.2357 O3 2.0' TYPE SP 125 BITUMINOUS WEARING COURSE MIXTURE SPWEB440E MNDOT SPEC 2360 2.0' TYPE SP 125 BITUMINOUS WEARING COURSE MIXTURE SPWEB440E MNDOT SPEC 2360 2.0' TYPE SP 12-5 BITUMINOUS WEARING COURSE MIXTURE SPWEB440E MNOT SPEC 2360 2.0' TYPE SP 125 BITUMINOUS WEARING COURSE MIXTURE SPWES440E MNOT SPEC 2360 2' AGGREGATE BASE CLASS 5 MNOOT SPEC 2211 GRADING GRADE DETAIL C T.H. 41 PATCHNG DETAIL NOTES O PROFILE GR ACE O N PL MUST BE APPROVED BY BY ENGINEER. O SLOPE TRAIL TO THE INSIDE OF ALL CURVES. O GUTTER SLOPE TO MATCH EJfISTNG PAVEMENT CROSS SLOPES. O SIGNS TO BE INSTALLED 3' FROM EDGE OF SIGN TO EDGE OF TRAIL (SEE MMUTCDL CONTRACTOR TO PROVIDE A 3' CLEAR AREA FROM EDGE OF TRAIL. ALL OBSTRUCTIONS (INCLUDING VEGETATION AND PLANTINGS) SHOULD BE CLEARED AWAY UNLESS UNDUE PHYSICAL CONSTRAINTS EXIST, AS DETERMINED BY THE ENGINEER. AR BY S. 1AAR SHEE D RA WN T[NS CITY OF CHANHASSEN DES IGNE D BY ® CONSULTING M.C. HANSEN TYPICAL SECTIONS 6 CHECKED BY M. GERRiiY GROUP, INC. T.H. 41 TRAIL OF C.... ND. 010]23] 1 1 2° C (INCIDENTAL) TYPICAL SECTION TH 41 TRAIL ROUND OUT CUT FL ROADWAY CONSTRUCTION 1 20 D�ESIRA - BLE LIMITS L R/W LINE I I 5, 51 JP p. L6 VAN. I ROUNDING SHOULDERS AND BACKSLOPES FL ROADWAY I GROUND LINE SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES BITUMINOUS SHOULDER VARIES SEE TYPICAL SECTIONS AGGREGATE SHOULDER 357 STAGE CONSTRUCTION 1 "(WHEN SOD IS PLACED) 2ND STAGE CONSTRUCTION I S00 OR SEED & MULCH TOPSOIL 3" MIN. TOPSOIL SHAPING AND TOPSOILING INSLOPES 6'D" MIN. ROADWAY SHOULDER CURB TOP OF SOD EVEN WITH TOP OF CURB TOP OF TOPSOIL I INCH BELOW TOP OF CURB SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED PLAN VIEW FL DITCH -�{ SLOPE I NORMAL PITCH S 1 /2 "' /F7 y BOTTOM I 0 0 8' 0" DESIRABLE i 1' 0" 1 18 0" MIN. SOD WIDTH 1' 0" EXTEND SOD AT IV INTERVALS SODDED DITCH CROSS SECTION WHERE FRONT OR BACK SLOPE IS FLAT (LESS THAN 1 /2 " /FT.), FIRST NOTCH DITCH AND THEN PROVIDE ROUNDING. THEORETICAL DITCH GRADE FLOW YI EXTEND SOD SODDED DITCH GRADE rCPtTt�A��V�'' // 3 " MIN. INTO TOPSOIL F LOW DITCH PROFILE SODDED DITCH DETAILS NOTES: SEE SPEC. 2575.3 FOR ADDITIONAL INFORMATION. ( CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. B--i PLAN VIEW EXTEND SOD AT 12 INTERVALS 1' 0" VARIABLE WIDTH 12'- 20' 1 ' 0 " V 0" NORMAL P.I. _ P I BACK SLOPE SECTION A -A TOP OF BACKSLOPE APRON FL OF DITCH NORMAL BACKSLOPE VARIABLE 10� FLOW EXTEND SOD PAST FL APPROX.8' TOE OF E BACKSLOPE F�UM '��� EXTEND SOD i� 3" MIN. INTO !'FINISHED TOPSOIL DEPRESSED SODDED FLUME SECTION B -B SODDED FLUME DETAILS CONTOURING ROAD CUTS 24" CONSTRUCT DIVERSION MOUND IB" MIN. M FROM MATERIAL OBTAINED FROM ROADWAY CUT FLOW GROUND LINE L DO NOT CONSTRUCT DITCH Bg s � 0 pf DIVERSION MOUND DESIGN GUIDELINES: STORM FREQUENCY: 10 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA, 5 ACRES MAXIMUM DIVERSION. GRADE 5Y. CONSTRUCT TEMPORARY 10" DIA. FLEXIBLE PLASTIC DRAINAGE PIPE 1 INLET APRON INSTALLED FL ROADWAY IN TEMPORARY BERM a_. 1.6 WIRE PIPE TO TWO 2" X 2" WOOD STAKES EMBEDDED _ 10" MIN. IN THE GROUND PLAN VIEW 6" MIN. OVERLAP - y FLOWy STREAM BED 18" MIN.DEPTH INSTREAM DISTURBANCE SECTION A -A SEDIMENT MAT TYPICAL STREAM BED INSTALLATION 20' MIN. PROVIDE RIPRAP AT OUTLET TEMPORARY DOWN DRAIN ON FILL SLOPE DESIGN GUIDELINES: STORM FREQUENCY. 2 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA. 3 ACRES CONSTRUCTION AREA LES PLACED ON GE. BUTTED TIGHT TWINE OR WIRE yy r CRITICAL RESOURCE (WETLAND ETC.) BALE BARRIERS TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS FLOW Q SEDIMENT ' 4 L q.. 4` 6" STAPLES AT V -0 C. �- EXCAVATION — BLANKET METHOD PLAN AREA DGE OF STREAM AT 4' INTERVALS A IEDGE INSTREAM SEDIMENT TRAP DETAIL DISTURBANCE• MI N. DOWNSTREAM COVERAGE OF W STREAM FLO' IMENT MATS FOR EACH FT./SEC. OF ER VELOCITY ' OF STREAM ^EXCAVATION -J AREA PLAN VIEW 6" MIN. OVERLAP - y FLOWy STREAM BED 18" MIN.DEPTH INSTREAM DISTURBANCE SECTION A -A SEDIMENT MAT TYPICAL STREAM BED INSTALLATION 20' MIN. PROVIDE RIPRAP AT OUTLET TEMPORARY DOWN DRAIN ON FILL SLOPE DESIGN GUIDELINES: STORM FREQUENCY. 2 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA. 3 ACRES CONSTRUCTION AREA LES PLACED ON GE. BUTTED TIGHT TWINE OR WIRE yy r CRITICAL RESOURCE (WETLAND ETC.) BALE BARRIERS TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS FLOW Q / 4 L q.. 4` 6" STAPLES AT V -0 C. EMBEDMENT METHOD BLANKET METHOD BALE BARRIER DETAIL APPROX. SALE SIZE. 14" X 10" X 36" LONG AS ED NOTES: SEE SPECS. 2573, 3892, & 3894. 1Q ROCKS AT ENTRANCE CLEAN WORKSITE MUD OFF OF TRUCK TIRES BEFORE TRUCKS ENTER MAIN ROAD. KEEPING MUD OFF THE ROAD WILL PREVENT AUTO DAMAGE AND KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE SYSTEMS AND WETLANDS. GEOTEXTILE MAY BE PLACED UNDER THE ROCK TO KEEP ROCKS SEPARATE FROM SOIL. QW = 10 FT. MIN., 20 FT. MAX. @ D =2 FT. OQTWO 2 IN. X 2 IN. WOOD STAKES OR REINFORCING BARS IN EACH BALE EMBEDDED 10 INCHES MINIMUM IN THE GROUND. 50 PLACE A CATEGORY 3 EROSION CONTROL BLANKET, 6 FT. WIDE MINIMUM, OVER THE BALE INSTEAD OF TRENCHING. © THIS DETAIL MAY NOT BE ACCEPTABLE FOR WORK ON PUBLIC WATERS,SEE GENERAL PUBLIC WATERS PERMIT (GP)2004 -0001. (2)LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE. DESIGN GUIDELINES: MAXIMUM FLOW VELOCITY: 5 FT. /SEC. MAXIMUM FLOW DEPTH. 2 FT. ROCK CONSTRUCTION ENTRANCE OO CL DRAINAGE WAY / I L =2W PLAN FLOW P EIER�E 1% MIN. RADIENT SECTION B -B SEDIMENT TRAP DETAIL AS ED NOTES: SEE SPECS. 2573, 3892, & 3894. 1Q ROCKS AT ENTRANCE CLEAN WORKSITE MUD OFF OF TRUCK TIRES BEFORE TRUCKS ENTER MAIN ROAD. KEEPING MUD OFF THE ROAD WILL PREVENT AUTO DAMAGE AND KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE SYSTEMS AND WETLANDS. GEOTEXTILE MAY BE PLACED UNDER THE ROCK TO KEEP ROCKS SEPARATE FROM SOIL. QW = 10 FT. MIN., 20 FT. MAX. @ D =2 FT. OQTWO 2 IN. X 2 IN. WOOD STAKES OR REINFORCING BARS IN EACH BALE EMBEDDED 10 INCHES MINIMUM IN THE GROUND. 50 PLACE A CATEGORY 3 EROSION CONTROL BLANKET, 6 FT. WIDE MINIMUM, OVER THE BALE INSTEAD OF TRENCHING. © THIS DETAIL MAY NOT BE ACCEPTABLE FOR WORK ON PUBLIC WATERS,SEE GENERAL PUBLIC WATERS PERMIT (GP)2004 -0001. (2)LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE. DESIGN GUIDELINES: MAXIMUM FLOW VELOCITY: 5 FT. /SEC. MAXIMUM FLOW DEPTH. 2 FT. ROCK CONSTRUCTION ENTRANCE OO EROSION CONTROL BLANKET \ POINT n B" 4" X 4" TRENCH BLED OVER BLANKET EROSION CONTROL BLANKET POINT POINT STAKE J ' ` INSET A 8 , 11 GA. STAPLES SPACED 1'0" ON CENTER STRAW OR WOOD FIBER INSET A 6 "TO 7" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING TYPE 31 BIOROLL BLANKET SYSTEM DITCH CHECK 1" X 2" X 18" LONG WOODEN STAKES AT 1'0" SPACING MAXIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. BIOROLL PROVIDE B" TO 10" OF EMBEDMENT DEPTH. 45 FLOW _ 10" EMBEDMENT DEPTH BIOROLL STAKING DETAIL POINT "A" 1 2 POINT "A" Q 6. POINT 2 6" GEOTEXTILE FABRIC LINER TYPE IV (SPEC. 3733) ALONG BOTTOM OF RIPRAP CROSS SECTION (ROCK WEEPER AND ROCK CHECK) 1/2 "- 2" ROCK 2�0" 1:2 SLOPE � 2 2 DITCH DITCH WATER PROFILE WATER 2' O" PROFILE FLOW FLOW ~ 8' 0" GEOTEXTILE FABRIC LINER / 5' 0 TYPE 5: ROCK WEEPER TYPE IV ALONG BOTTOM TYPE 7:ROCK CHECK PROFILE VIEW 0 OF RIPRAP PROFILE VIEW 4" % 4" TRENCH BACKFILLED OVER APRON TYPE 5: ROCK WEEPER AND EROSION CONTROL BLANKET (SPEC. 3885) POINT "A" Q TYPE 7: ROCK CHECK DITCH CHECKS 04 GA. STAPLES USE ON ROUGH GRADED AREAS SPACED ON CENTER AND POINT WHERE THE HE U UNITS OVERLAP o � ..8.. o ~ 8" TO 10" H X 20" W TRIANGLE SILT DIKE - 7-0" UNITS TYPE 6.GEOTEXTILE TRIANGULAR DIKE DITCH CHECK STRAW OR 6" TO 7" .. .. ..,... PLASTIC OR POLYESTER NETTING , TYPE 2: BIOROLL DITCH CHECK USE ON ROUGH GRADED AREAS DITCH CHECK SPACING 40 POINT "A" Q� E DITCH POINT "A" Q SILT FENCE 4' MAX. POST SPACING 24" MIN. I POINT "B" EM BED MENT ROCK CHECK ............ NOTE: . . THE AMOUNT OF SILT FENCE ABOVE GROUND SHOULD BE "• 24 "TO 28 ". WHEN SEDIMENT BUILD UP 5 YR.- 24 HR. REACHES 8 "TO 9 ",THE SEDIMENT MAX. FLOW VELOCITY: MUST BE REMOVED. EXTEND THE FENCE UP THE MACHINE SLICE 4.5 FT. /SECOND BACKSLOPE TO PREVENT FLOW 8" TO 12" DEPTH 12 FT. /SECOND AROUND THE END OF THE SILT FENCE TYPE 1: SLICED IN SILT FENCE DITCH CHECK GENERAL DESIGN GUIDELINES DITCH CHECK TYPE SILT FENCE BIOROLL SIOROLL BLANKET TRIANGULAR DIKE ROCK WEEPER ROCK CHECK STORM FREQUENCY: 2 YR. - 24 HR. 2 YR. - 24 HR. 2 YR. - 24 HR. 2 YR. - 24 HR. 5 YR.- 24 HR. 5 YR.- 24 HR. MAX. FLOW VELOCITY: < 1 FT. /SECOND 1.5 FT. /SECOND 4.5 FT. /SECOND 1.5 FT /SECOND 12 FT. /SECOND 12 FT. /SECOND MAX. DITCH GRADE. OX - 0.5% 1.5% - 3% 1.57 - 37 1.5% - 2.0% 3% - SX 3% - 5% MAX. DRAINAGE AREA: 1 ACRE 2 ACRE 2 ACRE 4 ACRE 4+ ACRE 4+ ACRE NOTES: SEE SPECS. 2573, 3601, 3733, 3885, 3886 & 3889. APPROXIMATE SPACING BETWEEN EACH DITCH CHECK SHOULD BE DETERMINED FROM THE FOLLOWING SPACING FORMULA. APPROXIMATE SPACING OF DITCH CHECKS (FT.) = Y m DITCH CHECK HEIGHT (FT) X 100 CHANNEL SLOPE Q POINT "A" MUST BE A MINIMUM OF 6 INCHES HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. 02 CLASS I - IV RIPRAP (SPEC. 3601) WITH GEOTEXTILE FABRIC LINER, TYPE IV (SPEC. 3733). 33 THE ROCK WEEPER FILTERS SEDIMENT OUT OF THE WATER BETTER THAN THE OTHER DITCH CHECKS. THE ROCK WEEPER COULD BE USED AS A PERMANENT WATER FILTERING FEATURE. 4O PERMANENT ROCK DITCH CHECKS PLACED WITHIN THE CLEAR ZONE WILL NEED TO BE 18" OR LESS IN HEIGHT. A 1:6 APPROACH AND DEPARTURE SLOPE SHALL BE PROVIDED. W BOTTOM OF UPPER CHECK SHOULD BE SAME ELEVATION AS THE TOP OF THE LOWER CHECK TO PROVIDE FOR POOLING. FLOW SPACING (Y) DETERMINED Y BY FORMULA (SEE NOTES) INLET SPECIFICATIONS AS PER THE PLAN — DIMENION LEGTVF�tZP-PO�6K D WIDTH TO MATCH MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES ✓ {.. I AND ON FLAP POCKETS FRONT,BACK,AND-- BOTTOM TO BE MADE FROM SINGLE 'A PIECE OF FABRIC. FILTER BAG INSERT 0 (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) g.. USE REBAR STE\R.. FOR REMOVAL L (FOR WITH CAST CURB BOX REPLACE - ROD WITH WOOD 2" X 4 "). EXTEND 10" BEYOND GRATE 12" WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES OVERFLOW HOLES (2" X 4" HOLE SHALL C BE HEAT CUT INTO ALL FOUR SIDE PANELS) TYPE 9 MULCH GROUND LIN o 00 0 0 FLANGES-/ CATCH BASIN/ MANHOLE SEDIMENT CONTROL INLET HAT NOTE: THE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTIC /POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN /MANHOLE ;HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION; HAVE AN OVERFLOW OPENING, FLANGES AND A LID /COVER. i ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECUI 50 PSI. ZIP TIE. 3/16" THICK (MIN.) STEEL COVER t 6" DIAMETER POLYETHYLENE TUBE RISER SECTION (DOWN POSITION) POP -UP HEAD SPACING S'MIN.LENGTH POST DROP INLET WITH GRATE A. O STEE LPLATE NOTESt LEVEL OF FILTER BE BELOW ROAD PERSPECTIVE VIEW MANUFACTURED ALTERNATIVES LISTED ON Mn /DOT APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. .;; ON ALL POSTS O ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. STEEL PLATE FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF TYPE 9 MULCH SO INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. INSTALLATION NOTES: DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, Hill MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, GEOTEXTILE ANCHORAGE E l LAY GEOTEXTILE UNDER 04 FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A TYPE 9 MULCH 12" OUT ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. Q SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. © GEOTEXTILE SOCK BETWEEN 4 -10 FEET LONG AND 4 -6 INCH DIAMETER.SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED U AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE SILT FENCE RING AND ROCK FILTER BERM CONFORMING TO SPEC. 3137 TABLE 3137 -1; CA -3 GRADATION. l STAROARU sxrn W. ur IIIII SECTION (DOWN POSITION) SECTION (UP POSITION) POP -UP HEAD SPACING S'MIN.LENGTH POST DROP INLET WITH GRATE 36" GEOTEXTILE QS NOTESt SEE SPECS. 2573, 3137, 3886 & 3891. PLASTIC ZIP TIES Vii: \`.:j "`7: TENSILE) HOL GEOTEXTILE GEOTEE XTILE IN PLACE MANUFACTURED ALTERNATIVES LISTED ON Mn /DOT APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. .;; ON ALL POSTS O ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF TYPE 9 MULCH SO INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. INSTALLATION NOTES: DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, GEOTEXTILE ANCHORAGE TO ACHIEVE THE 3 INCH SIDE CLEARANCE. LAY GEOTEXTILE UNDER 04 FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A TYPE 9 MULCH 12" OUT ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. Q SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. © GEOTEXTILE SOCK BETWEEN 4 -10 FEET LONG AND 4 -6 INCH DIAMETER.SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE SILT FENCE RING AND ROCK FILTER BERM CONFORMING TO SPEC. 3137 TABLE 3137 -1; CA -3 GRADATION. USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1;3 or LESS STAROARU sxrn W. ur SECTION (UP POSITION) i 4 10'-0" MAX. = MmTO END POST/ PULL POST Q Q CONCRETE FOOTING (TYP.1 00 1/2-- PREFORMED JOINT FILLER MATERIAL AASHTO M 213. TOP RAIL CH JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK 000 OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE 1 ��Vwa - ����� O O I , OFFSET DISTANCE FROM 3" TO 6" FROM THE BACK OF CURB. i 07 IF RAMP SLOPE IS LESS THAN 57. NO UPPER LANDING IS REQUIRED. SBy3% O CONCRETE EDGE SHALL BE CONSTRUCTED 3" C OT N Q1 PARALLEL TO THE DETECTABLE WARNING ., �/ EDGE WHEN PLACED IN A RADIAL FASHION. WITHOUT FLARES. TRUNCATED OONESI TRAIL WIDTH x Y SECTION'A WIRE FENCE DESIGN VINYL COATED WIRE FENCE NOTES QI 100% BONDED VINYL COATED - 'BLACK'. GALVANIZED. 02 TERMINAL POST B' END, CORNER OR PULL POST, 3 O.D. GRADE A BONDED VINYL. 03 LINE POSTS SHALL BE 2-1/2' O.D. GRADE A BONDED VINYL FOR 60' HIGH FENCE. 4Q TOP AND BOTTOM RAIL SHALL BE I %' O.D. GRADE A BONDED VINYL 05 ALL FITTINGS, TIES, LOOP CAPS. AND COMPONENT PARTS SHALL BE VINYL COATED-BLACK'. © CHAIN LINK FABRIC SHALL BE Y MESH FOR 60' HIGH FENCE WITH KNUCKLED SELVAGE TOP AND BOTTOM, AND CONFORM TO REQUIREMENTS OF AASHTO M IBA TYP IV. 7Q FABRIC SHALL BE TIED BELOW TOP RAIL AND ABOVE BOTTOM RAIL EVERY 12'. QB FENCE SHALL BE GROUNDED. NON- WALKABLE SURFACE TRAIL 01 0" CURB HEIGHT. 02 FULL CURB HEIGHT 41— O 0 �. TYPE I PEDESTRIAN CROSSING 6" GONG CURB DESIG CURB DESIGN V 4" NC 4° CO NC MEDIAN 4 . MEDIAN 03 SHALL BE 1:10 WHEN ADJACENT TO WALKABLE SURFACES AND SHOULD BE 3- WHEN ADJACENT TO A NON- WALKABLE SURFACE Q SEE SLOPED APPROACH NOSE DETAIL THIS SHT URB DESIGN NON- WALKABLE SURFACE NON- WALKABLE SURFACE ONE —WAY DIRECTIONAL PEDESTRIAN RAMP GENERAL NOTE. 1/2-- PREFORMED JOINT FILLER MATERIAL AASHTO M 213. 2 JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK 3 OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE 1 E O OFF R CURB D O OR S EDGE BROADWAY. 3" FROM THE BACK OF 0 DETECTABLE WARNING TO BE PLACED AT A UNIFORM OFFSET DISTANCE FROM 3" TO 6" FROM THE BACK OF CURB. 4 50 07 IF RAMP SLOPE IS LESS THAN 57. NO UPPER LANDING IS REQUIRED. SBy3% O CONCRETE EDGE SHALL BE CONSTRUCTED 3" C OT N Q1 PARALLEL TO THE DETECTABLE WARNING ., �/ EDGE WHEN PLACED IN A RADIAL FASHION. WITHOUT FLARES. SEE SLOPED APPROACH NOSE DETAIL THIS SHT URB DESIGN NON- WALKABLE SURFACE NON- WALKABLE SURFACE ONE —WAY DIRECTIONAL PEDESTRIAN RAMP GENERAL NOTE. ALL SIGNS AND PAVEMENT MARKINGS EXISTING /PROPOSED SHALL CONFORM TO THE LATEST DRAWN BY VERSION OF THE MMUTCD. NOTESI oN,WO� m SEE PEDESTRIAN RAMP PROPOSED DETAIL BELOW. Y4'X2P O�NR ° o TRAIL 7� root [ a o p, .e Pi mwq F e wer P f- N-1 »m. o MARK C} MGM 1 ,I 309V T —YX W STRIPE - 7 WP IMffE B'OXYI 300' 11❑ lo�/ DIRECTION OF TRAFFIC 01 1 6.. t3.. 4 .. TOP OF GUTTER SECTION A -A Ql 0" CURB HEIGHT. A 02 FULL CURB HEIGHT. O / / i O O A 2'TAPER SLOPED APPROACH NOSE DETAIL (SHALL BE USED ON DOWNSTREAM SIDE OF TRAFFIC) APPROACH NOSE SHALL BE PAID FOR AS CURB AND GUTTER DIRECTION OF TRAFFIC PEDESTRIAN RAMP (MODIFIED) EXISTING /PROPOSED STATE AIO PROJECT H0. D DRAWN BY 1 2 BIT TRAI TR END OF CONCRETE 6'CONCRETE WALK TRUNCATED OONESI TRAIL WIDTH x Y SECTION'A • ' •. L(OCATC TRUCTION PLANS FOR RAMP 3 (SLOPE TO DRAIN) CURB DESIGN V / – �; , •, SEE SLOPED APPROACH ••�' NOSE DETAIL THIS SHT GRADED FLARE uu= NON- WALKABLE y SURFACE ' 21`0' r1N TRAIL WIDTH �7'-0' GUTTER . DIRECTION OF TRAFFIC PEDESTRIAN RAMP (MODIFIED) STATE AIO PROJECT H0. D DRAWN BY PEDESTRIAN RAMP 'ITY OF CHANHASSEN SHEET MISCELLANEOUS DETAILS 11 T.H. 41 TRAIL OF 25 �n I� I C N RA RAI IN NOT 1. CONTRACTOR TO SUBMIT DETAILED SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION. 2. RAILINGS AND FITTINGS TO BE GALVANIZED AND PAINTED AND TOUCH UP PAINTED IN THE FIELD PER SPECIFICATIONS. 3. RAILING TO BE ASTM A50O, GRADE B . 4. CAULKING SHALL BE PER SPEC. 3731. B. REFER TO SPECIAL PROVISIONS FOR RAILING FINISH. 8• CONTRACTOR TO INSTALL 4'X8' -4" POLYSTYRENE INSULATION BETWEEN PROPOSED CONCRETE STEPS AND EXISTING WATERMAIN. 1 1/2" O.D, PIPE SURFACE MOUNT RAIL RAIL, (INC IDENTALI PROVIDE INTERMEDIATE POSTS, TYP. SUBMIT BASE PLATE DETAIL SUPPORT POSTS AS NEEDED 4" THICK CONCRETE WALK - DOWEL TO STAIRS 12" O.C. BOTH SIDES flumN WE -0" SECTION A .4 EPDXY COATED - NOSING BAR, CONT. PITCH TREADS 1/4 "- PER FOOT TO DRAIN a II I ` P. 1. 1 CONCRETE STAIRS (3 Y43) m4 EPDXY COATED REBAR 12" O.C. BOTH WAYS, TYP. COMPACTED SUBGRADE Print Name: MICHAEL McGARVEY O4tW LI—. • 26216 In ...� , •' r:: :: 4- THICK • :e' CONCRETE W4 . �.e ;�•. . — III 0 2 WE O.C. B( SIDES ma D.FITCHORN DES IGNED BY ® CONSULTING M.MCGARVEY CHECKED BY -_ M.NCGA0.VEY GROUP, INC. PLAN VI ` W :ITY OF CHANHASSEN MISCELLANEOUS DETAILS T.H. 41 TRAIL SHEET 12 OF 25 J J c � _ DNP O1+ 'TEL N _ ®l ©l - _ m 'PEDESTRIAN CROS7G TYPE I y a 9 T.H. Al TRAIL ® so 4Z1 I. m .w® LEGEND PROPOSED TRAIL A T.H. 41 CONSTRUCTION LIMITS � — � G _ L L— \ d I CONSTRUCTION LIMITS TH UTILITY OWNERS TO AVOID �t<eoJ GUYS (3) AND RAISE GAS VALVES 375 W i ' I y � �— G — G 670 - - _ - e" - 6 i SPECIFIC NOTES. 9 CONSTRUCT PEDESTRIAN CURB RAID _ — ON T SHEET ICI TED 004E5 PER DETAIL- EXISTING TRAIL � _ _ � 0,(�I� —� ° — T R� - ° ® CONSTRUCT ONE -WAY DIRECTIONAL lee u. - DOMES PER RAMP WITH SHEET II TR UNCATED _ ) OHP —gOHP J GENERAL NOTES. © EXISTING HYDRANT, LEAVE AS IS. T \ 1. CLEARING AND GRUBBING TO INCLUDE EVERYTHING ® EXTEND EXISTING 38" RCP INLET APRON. WITHIN CONSTRUCTION LIMITS. REMOVE EXISTING PEDESTRIAN CURB RAMP. 2. EROSION CONTROL BLANKETS CATEGORY 3 TO BE PLACED 6 FEET (TOP DETAIL SHEET 16 yygs�\ F BOTTOM ) DITCHES�WITHG A AT LOCATIONS TO © COATED FOOT OFFSET IDENTIFfED BY THE ENGINEER. ONLY LOCATIONS AGREED \'4 \ TO BY THE ENGINEER SHALL BE APPROVED FOR PAriENT. FROM BACK OF TRAIL EDGE. \�Q \ 3. REFER TO CONSTRUCTION /SOILS NOTES FOR SEEDING AND REMOVE DROP INLET STRUCTURE. FURNISH TURF ESTABLISHMENT RATES. 1 \ AND INSTALL CONCRETE DROP INLET 4. CONTRACTOR 70 REMOVE O OSE DNS OF EXISTING TRAILS STRUCTURE (MN/OOT DESIGN G) AT LOCATION THAT CONFLICT KITH PROPOSED TRAIL ALIGNMENT. OUTSIGE OF PROPOSED TRAIL AREA. FINAL m \ 5. SAWCUTS TO BE PERFORMED AT ALL CONNECTIONS TO LOCATIONS AND ELEVATIONS TO BE EXISTING TRAILS. e� 6. CONTRACTOR 70 INSTALL MACHINE SLICED SILT FENCE DETERMINED IN THE FIELD. REFER TO AT THE TOE OF ALL FILL SLOPES. TABULATION FOR DESIGN INFORMATION. I J 7. PROTECT EXISTING CATCH BASINS NITN STORM DRAIN ee/ � INLET PROTECTION. / 1 ........:. ....:.... ........ .. :::?:::::::::::'::.....:.........;.........;.. . .....- . .......:...................,... . ...............:.. .......:.........:.........:... ......;.........;.........,.........;......... ; ;.........;.........;........:. .......,.........;... .. .........:........... .. ..........................._ _.........;.........;.........;...... . .............;.........;....... . _ .......,.........;...... ......,.........;.........,.........,.........;.........;.........,.........,.........,.........;........ . ............................ . .. . .. . ...........,.................. ........ .:=:. : i:::::::::'::::::::: t t : ................... . .... . E:::::::: : :::::::::::s:::f::::: :::::: :::: ::.p :: ::::::::::::::: so r. ........... ................I...........,.. ........ 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U rt.:....... ..:............. I ..:.. . I-0 ::.:.:.:.:.;.:.:.:.:.:.:.:.:.:. .........:...........................:.........:.........:.........:.........:.........:.........:.........:.... . ...:........ . ............................... .....:.........:.........:....« . .;:........:.........;....:.... :::::::::::::'::::::::::::::::: : .;............................. :: :::::::::: d .................. :.................:..... .............. :................... :..................:...................:........_._...... :............ . .......:.......... :.. : ::. :. :::::.:.:.:. .:.:.:.:.:.:.:.: :. : d . . .:.:.:.:.:.:.:.: :. ::::.::.::.:..:.:.: .:.:.:.:.:.:........:.......... ...:..:: ::. . .:.:.:.:.:.:.:.:.:. .:.:.:....: ::. ::.:::.:.:.:.:.:....... ............................... . ..: .............................. .................. ............... ... .. ................... ... .......... ...... ................... ........... . G+>4 epealfacat N= STATE A.0 PROJECT NO. DRAWN BY ° +" ^ a K S. MARTINS D CITY OF CHANHASSEN SHEET t s *.*• aw IGNED BY ® CONSULTING l Name+ e MARK C. HANSEN STATE PROJECT N0. N.C. HANSEN CONSTRUCTION PLAN AND PROFILE 15 Pr COUNTY PROJECT N0. CHECKED BY cC ND DATE aY CKD APPR REVISION K N.GERNITY GROUP, INC. T.H. 41 TRAIL OF ... \12DT \N/-m+ApImV23T.up01.40D Dp+. LI—.. 43920 r+rr PRD. T ND.. C... No. 0101237 25 i I 3 TH41 36T +75.55 45.4' LT 1016.27 FLOW LINE 1A4 1161 7X41 36_.82 49.4' LT 1016.07 FLOW LINE TH41 369+24.22 23. ]' LT 1014.31 FLOW LINE T 369+25.19 5.0' LT 101].83 7X41 389 +25.17 3.0' RT 1513.63 71141 369 +11.23 45.4' RT 1013.45 FLOW LINE AT 7X41 369+0T.20 43.S' Ri 1013.63 FLOR LINE AB 7X41 369+06.75 5.0' RT 1014.51 FLOW LINE 0 15 30 Al TH41 369+06.78 5.0' LT 1014.11 FLOP LINE COORDINATE WITH XCEL ENERGY m •••® A10 71141 369+06.99 21.2' LT 1015.30 FLOW LINE TO RELOCATE DOWN GUYS (IF NECESSARY) EXISTING TRAIL 98.0' TH41 368+66.96 34.2' RT UTILITY PEDESTAL ISBS.6' TN41 371+26.91 1500.2' LT REMOVE EXISTING DEPRESSED CURB 4 GUTTER, DROP INLET DESIGN TABULATION COORDINATE WITH CENTERPOINT REPLACE WITH 8424 CURB 4 GUTTER, I1 ENERGY TO RAISE GAS VALVES REMOVE EXISTING TRAIL PAVEMENT ALIGN. STATION OFFSET PIPE PIPE STRUCTURE CASTING TOP OF IIPSTREAY DOWNSTREAM AS NECESSARY 70 CONNECT TO PROPOSED. SIZE TYPE TYPE TYPE CASTING INVERT INVERT R/W CONSTRUCTION OI .1 7X91 366 +25 1.0' LT 12• RCP DESIGN G M-.I 1018. BT 1010.08 1014.09 I LIMITS OI •2 TH41 361+58 9.0' LT. 12• pCP DESIGN C M-11 1017.52 1011.95 1011.90 - - I WIRE -- FENCE PER 1 NOTES. DETAIL ON SHEET - TEI31 - - - -, 1.FINAL DROP INLET STRUCTURE LOCATI AND ELEVATIONS BE DE IN THE FIELD. LL 2.CONTRACTDR TO REPLACE 1 RCP AS NECESSARY TO A DROP ROP INLET INSTALUTION. -_ _ 3.CONNECT TO ERISTIM STORM SEWER PIPE BE E (D WATERTIGH 4.DROP INLET ET STRUCTURE TO CONSTRICTED STANDARD F OLLOW IN G PLATE M- PLATE CA FOR DESIGN G. S.OROP INLET CASTING TO FOLLOW W/O LOW OT S TANDAip PLATE TE 414 S 4143 FOR Y-IS INLET CASTING. - 0 H P I ING 1 2' - - -- _ I G I S' BLVD. T.H. 41 12" SOLID YELLOW (EPDXY) il' SHOULDER I r - - - _ J _ _ _______ 4" DOUBLE SOLID YELLOW 12' THRU I j EXISTING CATCH BASIN, (EPDXY) 1 I LEAVE AS IS ______- 4" CONCRETE MEDIAN - - L Q DEPRESS 4" CURB FOR PEDESTRIAN E T 41 TRAIL /-------- - - THRU I I CURB RAMPS WITH TRUNCATED - - -- MAXIMUM M OF 2X CROSS SLOPE IN MAXIMUM IN - GU GUTTER AT PEDESTRIAN RAMPS AND SX BETWEEN RAMPS 670 l A2 A3 A4 A �� 4" CONCRETE MEDIAN 1 ------------ s - - - - _ CONSTRUCTION - -- _ ® iB5 8424 C4G MOD LIMITS - - - - AI -_ - - -- -- Ai I LL F- m I i m ?c ARROWING TURN _^ x y _ 34' RT. TURN I EXISTING CATCH BASIN, IS ��-- K \ O LEGEND DROP IN T - II; SPECIFIC NOTES. MATCH GUTTER SLOPES WITH EXISTING SANITARY MANHOLE, - - - - -_- _ _ _ _ _ __ ® CONSTRUCT PEDESTRIAN CURB RAMP ® EXISTING PAVEMENT CROSS SLOPES ADJUST FRAME 4 RING CASTING -- - - - - WITH TRUNCATED DOMES PER DETAIL EXISTING HYDRANT AND VALVE, ON SHEET 11. LEAVE AS IS GENERAL NOTES, EXISTING TURN ARROW y (I)CONSTRUCT ONE -WAY DIRECTIONAL 1. CONSTRUCT RAISED CONCRETE MEDIAN PER TYPICAL EX AV IS E AS IS TING POWER POLE, y PEDESTRIAN CURB RAMP WITH TRUNCATED N DOMES PER DETAIL 011 SHEET 11 SECTION AND DETAIL ON SHEET 6 LE . Y 2. SIGNING AND STRIPING AT CROSSING TO FOLLOW \\ ,p Q ON SHEET SLOPED APPROACH NOSE PER DETAIL 11 PEDESTRIAN CROSSING TYPE 1 SHOWN ON SHEET 24. ® EXTEND EXISTING IB" RCP INLET APRON. ® CONCRETE APPROACH NOSE PER MN /DOT STANDARD PLATE 7113A rm a eE �L m k ' �Y�r'}et�eno- rpert STATE AM PROJECT NO. ORARN BY X S. MARTINS CITY OF CHANHASSEN SHEET DE RK C. HANSEN SIGNED BY ® CONSULTING Pr In4 NaeNmi SteN e MA a A STATE PROJECT N0. M.C.HANSEN CONSTRUCTION PLAN 16 COUNTY PROJECT NO. CHECKED BY T. H . 41 TRAIL OF OATS BV CK0 APPq REVISION X M.GFARITY GROUP, INC. ,f 3T \NU-mJ\Vlcn \7231 sp02.EOn Date Ll..... • 43920 CITY PROJECT NO. X COMM. NO. 0107237 nG J i� I 4 N. br e. r rNRr IM. Mn,w .m mapar.e py me Rr np' my mre Or emervl m STATE AN PROJECT NO. Y P UNDERPASS CITY OF CHANHASSEN THEE (BY OTHER z STATE PROJECT N0. S DESIGNED BY Th 17 P-1 Nam. Me6ARVEY % M.MCCARVEY ®CONSULTING CONSTRUCTION PLAN CONNTY PROJECT NO. CNECYED BY CHECOARVEY GROUP, INC. T.H. 41 TRAIL DMe License . 26216 Y CITY PROJECT NO. Y COMM. NO. Of OT23T � C nc (BY OTHERS) APPR07A 101 X OSED TRAIL PROP _ I CONSTRUCT 6" WALK \�____ -- CONNECT WITH TR SLOPE TO gjt,IN� APPROi. EC €1016 ITY WATERWAIN -;t7 - 0 / CONTOURS ` C DO NOT REFLECT RECENT LOT GRADING /'/ _ / / — �— ' - -_ -- -- �� — - - - - -_i CONTOURS 00 NOT REFLECT i RECENT {8 GRADING - -/ PFMPOSED WALK / STAIRWAY RAILING, /� / i – ___,` AND REFER - SO_, DETAIL –ON -SHEET 12 –' / / -- -- - - -- / ._ ELEV\ 0 --- / CONSTRUCT PEDESTRIAN \� EXTEND 6" WALK / XJ V 1CJ l \ – T HIGHOVfA --VF.P —� / I -------- "/ �� I r'_ .CURB S PER RAMP ■ITH•ZRUNCATED \ `_\ a�ME DETAIL \ON SHEET 11 SLOPE AVAID EXISTING CA�C BASIN ,� \{1�) – ' EXISTING SIOEWAL /C`y o IS HIGHOVER DRIVE 4 N. br e. r rNRr IM. Mn,w .m mapar.e py me Rr np' my mre Or emervl m STATE AN PROJECT NO. Y DRAWN BY D.FITCHORN CITY OF CHANHASSEN THEE SrMICHAELr z STATE PROJECT N0. S DESIGNED BY 17 P-1 Nam. Me6ARVEY % M.MCCARVEY ®CONSULTING CONSTRUCTION PLAN CONNTY PROJECT NO. CNECYED BY CHECOARVEY GROUP, INC. T.H. 41 TRAIL DMe License . 26216 Y CITY PROJECT NO. Y COMM. NO. Of OT23T � C nc J