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1. Review Plans & Specs Highway 41 Trail Extension and Stairway Connector, City Project PK&T 110
CITY OF MEMORANDUM CHANIIASSFN TO: Park and Recreation Commission 7700 Market Boulevard PO Box 147 FROM: Todd Hoffman, Park and Recreation Director Chanhassen, MN 55317 DATE: December 13, 2011 Administration SUBJ: Review Plans and Specifications, Highway 41 Trail Extension Phone: 952.2271100 Fax: 952.2271110 and Stairway Connector, City Project PK &T 110 Building Inspections Phone: 952.2271180 PROPOSED MOTION Fax: 952.2271190 Engineering "The Park and Recreation Commission recommends that the City Council approve Phone: 952.2271160 the plans and specifications and authorize advertising for bids for the Highway 41 Fax: 952.2271170 Trail Extension and Stairway Connector; City Project PK &T 110." Finance Phone: 952.2271140 Fax: 952.2271110 BACKGROUND Park & Recreation SRF Consulting Group, Inc. has been retained by the City of Chanhassen to Phone: 952.2271120 complete plans and specifications for the Highway 41 Trail & Underpass Fax: 952.2271110 Project. Mike McGarvey, a principal with the firm, will be attending the Recreation Center meeting on December 13 to review the plans and specifications for the trail and 2310 Coulter Boulevard stairway project and respond to questions. Phone: 952.2271400 Fax: 952.2271404 DISCUSSION Planning & The City of Chanhassen and Carver County are currently participating in a joint Natural Resources Phone: 952.2271130 powers agreement to construct a pedestrian trail and underpass within the Fax: 952.2271110 Highway 41 corridor. This project will construct a trail with a northern terminus at the Minnetonka Middle School driveway. In early discussions with Carver Public Works County, it was determined that due to funding reimbursement requirements 7901 Park Place associated with the Federal Transportation Enhancement grant, the joint project Phone: 952.2271300 could not be expanded to extend the trail north of the driveway or build the Fax: 952.2271310 stairway connector. Therefore, the city entered into a separate professional Senior Center services agreement with SRF Consulting Group to design and build the "city" Phone: 952.2271125 trail extension and stairway. Fax: 952.2271110 The northerly trail extension starts at the school driveway and extends 450 feet Web Site to a pedestrian crossing of Highway 41 immediately south of Chaska Road. The www.ci.chanhassen.mn.us current plan set does not identify a trail connection to Chaska Road, a deficiency Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Park & Recreation Commission December 13, 2011 Page 2 that I have requested our consultant investigate and respond to at the meeting. 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. 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'A -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. Carver County will let the bid for the larger trail and underpass project in the first quarter of 2012. It is anticipated that upon city council review and authorization in January, the city will bid the smaller trail extension and stairway project concurrent with the county project. Bid awards for both the county and city projects can then occur, with substantial completion scheduled for the fall of 2012. RECOMMENDATION Staff recommends that the Park and Recreation Commission recommend that the City Council approve the plans and specifications and authorize advertising for bids for the Highway 41 Trail Extension and Stairway Connector; City Project PK &T 110. ATTACHMENTS 1. Highway 41 Trail Extension and Stairway Connector Plans and Specifications. 2. Capital Improvement Funding Description Sheet. g: \park \th \hwy 41 trail and underpass \plans and specs review.doc CITY OF CHANHASSEN T.H. 41- TRAIL - - - - November 2011 This plan and /or specification was prepared specifically for this project, and any reuse of details or specifications on other projects is not intended or authorized by the designer. Liability for any reuse on other projects is the responsibility of the person, agency or corporation using plan or specification data from this project. SRF No. 0107237 TABLE OF CONTENTS DIVISION S - INDEX S -1 (1103) DEFINITIONS 1 S -2 (1201 -1213) BIDDING REQUIREMENTS AND CONDITIONS 1 S -3 (1301 -1307) AWARD AND EXECUTION OF CONTRACT 1 S -4 (1404) MAINTENANCE OF TRAFFIC 2 S -5 (1501) AUTHORITY OF THE ENGINEER 7 S -6 (1504) COORDINATION OF PLANS AND SPECIFICATIONS 7 S -7 (1505) COOPERATION BY CONTRACTORS 8 S -8 (1507) UTILITY PROPERTY AND SERVICE 8 S -9 (1601) SOURCE OF SUPPLY AND QUALITY 9 S -10 (1603) MATERIALS: SPECIFICATIONS, SAMPLES, TESTS AND 9 ACCEPTANCE 9 S -11 (1702) PERMITS, LICENSES AND TAXES 9 S -12 (1707) PUBLIC CONVENIENCE AND SAFETY 9 S -13 (1710) TRAFFIC CONTROL DEVICES 10 S -14- -- (1714) RESPONSIBILITIES_.FOR:.DAMAGE CLAIMS 16- S-15 (1803) PROSECUTION OF WORK 16 S -16 (1806) DETERMINATION AND EXTENSION OF CONTRACT TIME 17 S -17 (1807) FAILURE TO COMPLETE WORK ON TIME 18 S -18 (1906) PARTIAL PAYMENTS 18 S -19 (2011) CONSTRUCTION LAYOUT STAKING 18 S -20 (2104) REMOVING PAVEMENT AND MISCELLANEOUS 23 STRUCTURES 23 S -21 (2105) EXCAVATION AND EMBANKMENT 24 S -22 (2112) SUBGRADE PREPARATION 25 S -23 (2123.610) STREET SWEEPER (WITH PICKUP BROOM) 25 S -24 (2211) AGGREGATE BASE 26 S -25 (2357) BITUMINOUS TACK COAT 26 S -26 (2360) PLANT -MIXED BITUMINOUS PAVEMENT (SUPERPAVE) 26 S -27 (2501) PIPE CULVERTS 28 S -28 (2503) PIPE SEWERS 29 S -29 (2503) CONNECT TO EXISTING STORM SEWER 31 S -30 (2506) MANHOLES AND CATCH BASINS 32 S -31 (2521) WALKS 32 S -32 (2531) CONCRETE CURBING 33 S -33 (2531) TRUNCATED DOMES 34 S -34 (2564) TRAFFIC SIGNS AND DEVICES 34 S -35 (2573) TEMPORARY ROCK CONSTRUCTION ENTRANCE AND EXIT 39 S -36 (2575) TURF ESTABLISHMENT 39 S -37 (2582) PERMANENT PAVEMENT MARKINGS 40 S -38 (3886) SILT FENCE 41 I hereby certify that these specifications were 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. Print Name: Signature: Date License No. H.• IProjects172371HI- MUIDOCISpecProv1FinalSpec February.doc DIVISION S S -1 (1103) DEFINITIONS Section (1103) is hereby supplemented to include the following: "Commissioner" shall not apply. "State" or "Department" shall in this instance refer to the City of Chanhassen, the contracting authority, referred to as the Owner. "Supplemental Agreement" shall in this instance refer to a Change Order. "Engineer" shall in this instance refer to the Engineer for the Owner. S -2 (1201 -1213) BIDDING REQUIREMENTS AND CONDITIONS Sections 1206.3, 1209 and 1211 are hereby deleted. Section 1210, (1) of the second paragraph is hereby deleted and the following substituted therefore: (1) Each Addendum will be issued by mail, delivery, or facsimile to parties recorded by the Engineer as having received the bidding documents. Sections 1209 and 1211 are hereby deleted and the following substituted therefor: INTERPRETATIONS AND ADDENDA All questions about the meaning or intent of the Bidding Documents are to be submitted to the ENGINEER in writing. Interpretations or clarifications considered necessary by the ENGINEER, in response to such questions, will be issued by addenda either mailed, delivered, or via facsimile to parties recorded by the ENGINEER as having received the Bidding Documents. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by the OWNER or the ENGINEER. S -3 (1301 -1307) AWARD AND EXECUTION OF CONTRACT Sections 1302 through 1304, and 1306 are hereby deleted and the following substituted therefor: The Owner reserves the right to hold the three lowest bids for a period of up to 60 days. After the Owner has considered the bids and made an award, the successful bidder(s) will receive a Notice of Award from the Owner along with the Contract Agreement form. The Owner reserves the right not to award the contract, in which event the Owner and the Bidder shall be under no obligation to each other. Pre - Construction Conference After the project has been awarded, the Contractor shall meet with the Engineer and the Owner prior to starting work to discuss the method and means of supply and the scheduling of construction operations and to review the specifications. Within ten (10) days after the pre- construction conference, the Contractor shall submit, in writing, a schedule of construction operations including estimates of time (and completion dates) to complete each portion of the Contract. Section 1305 is hereby deleted and the following substituted therefore: The successful bidder shall furnish a Payment Bond equal to the contract amount and a Performance Bond equal to the contract amount, with the aggregate liability of the bond(s) equal to twice the full amount of the contract. The form of the bonds and the sureties shall be acceptable to the Owner. S -4 (1404) MAINTENANCE OF TRAFFIC Section 1404 is hereby supplemented to include the following: Except as specifically provided for in the Special Provisions, all streets shall be kept open to traffic at all times in accordance with the provisions of 1404, 1710, the "Minnesota Manual on Uniform Traffic Control Devices" (MMUTCD) and Part 6 "Temporary Traffic Control" and the following: The Contractor shall be responsible for the immediate repair or replacement of all traffic control devices that have been stolen or vandalized and those that become damaged, moved, destroyed, or cease to function properly; and for all stabilizing weights that are damaged, destroyed or otherwise fail to stabilize the traffic control devices. The Contractor shall be responsible for proper relocation of traffic control devices misplaced by Contractor and Subcontractor operations. The Contractor shall inspect, on a daily basis, all traffic control devices, which the Contractor has furnished and installed, and verify that the devices are placed in accordance with the Traffic Control Layouts in the Plans, these Special Provisions, and the MMUTCD. Any discrepancy between the placement and the required placement shall be immediately corrected. The person performing this inspection shall keep a daily log of traffic control activities. This log shall also include the date and time any changes in the stages, phases, or portions thereof go into effect. All entries in the log shall include the date and time of the entry and be signed by the person making the inspection. The Togs shall be submitted to the Engineer on a weekly basis. When signs are installed, they shall be mounted on posts driven into the ground at the proper height and lateral offset as detailed in the MMUTCD: If this is not possible, they shall be mounted on portable supports or barricades. Under no circumstances shall signs be mounted in or on metal drums. When signs are removed, the signposts shall also be removed as soon as possible, and no later than seven days following removal of the sign. If the barricades and warning signs are not properly installed or maintained, the Owner reserves the right to properly arrange or maintain them and deduct the cost thereof from any monies due the Contractor. The Contractor shall not be permitted to park vehicles so as to obstruct any traffic control device. The parking of workers' private vehicles will not be allowed within the Project limits unless so approved by the Engineer. Sandbags are the only acceptable weight to stabilize traffic control devices. During freezing conditions the sand for bags and impact barrels shall be mixed with a de -icer to prevent the sand from freezing. The sandbags shall be placed and maintained at the base of the traffic control devices, to the satisfaction of the Engineer. All Contractor's personnel subcontractor's personnel, and suppliers personnel exposed to or working adjacent to moving motor vehicle traffic shall be provided with and wear a high visibility warning vest or other high visibility garment in accordance with Minnesota Rule 5205.0030 HIGH VISIBILITY PERSONAL PROTECTIVE EQUIPMENT. This rule defines a visibility garment is defined as being a Class 2 garment or greater as specified by ANSI /ISEA Standard 107 -1999; and also states that some smaller garments may not meet the background material specifications for Class 2 as defined in ANSI /ISEA 107 -1999. In these cases, the manufacturer must rate the garment as greater than or exceeding Class 1 requirements. Other personal protective equipment as stipulated by the Occupational Safety & Health Administration (OSHA) may also be required. GENERAL REQUIREMENTS All open excavation in excess of 100 millimeters (4 inches) in depth adjacent to the pavement shall be delineated with steady burn warning lights at a minimum of 7 -meter (25 feet) intervals or at intervals ordered by the Engineer. In order to further warn traffic of construction adjacent to the traveled roadway, the Contractor shall furnish, erect, and maintain barricades with appropriate warning signs and high intensity flashing warning lights attached at each work area or at intervals not to exceed 0.4 kilometers (one quarter mile) or at intervals ordered by the Engineer. The sign shall have the message: "No Shoulder ", "Low Shoulder ", or "Soft Shoulder ", whichever is appropriate. Open excavations adjacent -to- the-driving - lane -in- excess- of-250- millimeters - (10 inches) in depth shall at no time exceed an aggregate length of 150 meters (500 feet). All existing signs and delineators, which interfere with the Contractor's normal operations, shall be relocated immediately outside the work area by the Contractor upon direction to do so by the Engineer. Upon completion of work at each sign location or at the direction of the Engineer, the signs shall be replaced to as near as possible their original locations. All installations shall be in conformance with the latest edition of the Minnesota Manual on Uniform Traffic Control Devices. Where it is necessary to remove "Stop" or prohibition signs, the Contractor shall provide qualified flag persons as necessary until such time as the signs are reinstalled. Signs and structures damaged by the Contractor shall be replaced by the Contractor and shall be considered incidental work for which no direct compensation will be made. The diversion of through traffic via a detour or bypass shall not relieve the Contractor of the Contractor's responsibility to comply with the above provisions on that portion of the roadway open to local traffic only. Qualified flag persons shall be provided when ordered by the Engineer where construction equipment crosses the traveled roadway. Flag persons shall be provided for control of cross traffic at each intersection while construction operations are in process through the intersection. The Contractor shall supply the necessary flag persons, portable two -way radios or pilot car when ordered by the Engineer to adequately control traffic on one lane. Flag- persons shall direct traffic as outlined in the latest edition of the Field Manual for "Temporary Traffic Control Zone Layouts ". The Contractor shall furnish, mount and maintain warning lights when ordered by the Engineer on advance warning signs and barricades that are to control and direct traffic through the project and bypasses. The Engineer may determine the type of warning lights (flashing, hi- intensity, steady burn) to be used. The Contractor shall furnish and maintain barricades for the exclusion of public traffic from hazardous or closed areas. Barricades for excluding public traffic from hazardous or closed areas shall include those barricades placed on roadways and entrances immediately adjacent to and /or leading directly into the construction area and those barricades necessary within areas open only to local traffic. The barricades shall be of such quantity and length as to close off tightly the above roadways and entrances. In case of failure on the part of the Contractor to provide and install barricades, warning lights, signs, or other safety equipment within four (4) hours after verbal notice is given to the Contractor, the Engineer will have the equipment installed by outside forces to provide the necessary corrective measures, and assess the Contractor $500.00 damage for each occurrence. In addition, all expenses so incurred, including engineering costs that are chargeable to the Contractor, as the Contractor's obligation and expense, will be deducted from monies due or coming due to the SHORT TERM (TEMPORARY) LANE CLOSURE REQUIREMENTS Temporary lane closures by the Contractor, during work hours and consistent with the time restrictions, will be permitted during those hours and at those locations approved by the engineer. Requests for temporary lane closures shall be made at least 24 hours prior to such closures. The Contractor shall furnish, erect, and maintain all traffic control devices required for these closures. This may include, but is not limited to, barricades, advance warning arrow boards, warning signs, flaggers with two -way radios, trailers, warning lights, and cones. Application of traffic control devices shall be in accordance with the MMUTCD. Sign panels shall be in accordance with Mn /DOT Standard Signs Manual, Parts I, II and III. A. Any temporary lane closure extending to or beyond 300 meters (1,000 feet) shall have a minimum of one Type III barricade placed in the closed lane for every 300 meters (1,000 feet) of extension. B. All temporary lane closures used at night shall have plastic drum - like channelizers (or Type I barricades with steady burn lights) in the lane closure taper and also in any shifts in traffic alignment. C. The Contractor shall furnish qualified flaggers to adequately control traffic when ordered by the Engineer. Qualified flaggers shall conform to the requirements set forth in Chapter 6E of the MMUTCD, Temporary Traffic Control Zone Layouts Field Manual and the following: Flaggers, while on duty, shall wear high visibility garments and other appropriate personal protective equipment as may appropriate. Flaggers shall be fully clothed when on duty with shirt or blouse, slacks or trousers, and sturdy shoes; and shall, except in emergencies, use an approved "Stop -Slow" sign attached to a staff a minimum of five feet long. Off -duty law enforcement officers may be utilized as flag persons and may use uniforms in lieu of high visibility garments and may use hand signals in lieu of "stop- slow" paddle, with the approval of the Engineer. D. When a temporary lane closure is used by the Contractor, the traffic control devices needed for the closure will be considered to be incidental work and no direct compensation will be made therefor. E. Temporary lane closures will not be permitted during inclement weather, or any other time when, in the opinion of the Engineer, the lane closure will be a hazard to traffic. F. During the time of the lane restrictions, the Contractor's equipment shall "follow in line" and shall use the roadway in a manner similar to all other traffic, unless otherwise authorized by the Engineer. G. Temporary lane restrictions will not be permitted between the hours of 7:00 a.m. to 9:00 a.m. and 3:00 p.m. to 6:00 p.m. on Monday through Friday, without prior approval by the Engineer. Temporary lane closure shall be limited to one lane. The Contractor shall strictly adhere to temporary lane restriction requirements as determined by the governing road agency. Work that will restrict or interfere with traffic shall not be performed by the Contractor between 12:00 noon on the day preceding and 9:00 a.m. on the day following any consecutive combination of a Saturday, Sunday and legal holiday without prior written approval from the Engineer. If the Contractor is negligent in adhering to the established time schedules, the Contractor shall be subject to the hourly charge as set forth in elsewhere in these Special Provisions. The Engineer will have the right to lengthen, shorten, or otherwise modify the foregoing periods of restrictions as actual traffic conditions may warrant. The Engineer reserves the right to lengthen, shorten, or otherwise modify these time restrictions or to impose other restrictions as may be necessary to safely provide for traffic. H. The Contractor shall provide one vehicle or trailer mounted electric signboard with flashing arrows for each work area where traffic is restricted along T.H. 41. The board shall be able to present three messages: left arrow, right arrow, and both arrows simultaneously. The board shall meet the requirements of MMUTCD and shall be equipped with a light that is visible to personnel in the work area to indicate that the unit is in operation. It shall be a specific requirement of this Contract that access to all residences, businesses and public and private streets be maintained to the satisfaction of the Engineer for the life of the Contract. S -5 (1501) AUTHORITY OF THE ENGINEER Section (1501) is hereby supplemented to include the following: CONSTRUCTION MEETINGS A weekly construction meeting shall be held at the Owner's offices or on site as determined by the Engineer. If construction activity does not warrant a weekly meeting the Engineer may alter the meeting schedule. The meeting - shall be - attended by the Contractor's superintendent and representatives from all subcontractors working on the project the week of the meeting or will be working on the project before the next meeting. It will be the Contractor's responsibility to ensure the necessary subcontractors are in attendance. The Contractor and subcontractors should be prepared to discuss the project progress and schedule and be prepared to outline the work to be performed prior to the next meeting. Traffic Control on the project will also be discussed and the Contractor may need to revise the Traffic Control based upon discussions at the meeting. The Contractor should also be prepared to discuss unanticipated conditions, to notify the Engineer of any extra work, or discuss any other concerns. The meeting will be open to the public and may likely include Owner's staff, private utility company representatives, affected property owners, and representatives of the Engineer. All costs associated with the meetings are considered incidental and no direct compensation will be made therefore. S -6 (1504) COORDINATION OF PLANS AND SPECIFICATIONS Section (1504) is hereby supplemented to include the following: It shall be the Contractor's responsibility to obtain copies of all applicable specifications required for this project. The State of Minnesota, Department of Transportation "Standard Specifications for Construction" 2005 edition, and all supplements thereto; and the MMUTCD, including Part 6 "Temporary Traffic Control ", latest edition, shall apply on this Contract except as modified herein. S -7 (1505) COOPERATION BY CONTRACTORS Section 1505 is hereby supplemented to include the following: Bidders are hereby advised of separate work proposed by others adjacent to the Project that may be concurrent with the operations under this Contract. T.H. 41 and Lake Minnewashta Regional Park Trails: SP 10- 090 -03 The Contractor shall cooperate with and coordinate operations with all such forces as may be performing concurrent work adjacent to or on the Project, all in accordance with the provisions of 1505 and the applicable - -- provisions of 1507. S-8 (1507) UTILITY PROPERTY AND SERVICE Section 1507 is hereby supplemented to include the following: The Plan contains information relative to the location of existing utilities to the extent this information is available from the respective utility owners. The Owner does not guarantee the locations as shown in the Plan. It shall be the Contractor's responsibility to contact Gopher State One Call and to ascertain the actual location of these utilities prior to commencing construction. The Owner shall not be held responsible for any delay that the Contractor may encounter by reason of the utility company involved failing to promptly do their necessary work. It shall be the Contractor's responsibility to meet with the affected utility companies as soon as possible to coordinate timely relocations. It shall be the Contractor's responsibility to coordinate work with the utility companies to accomplish any utility relocations and to preserve the existing condition of any utilities to remain in their current location. Additionally, the Contractor shall provide for the continuance of service of such utilities where such service may be disrupted as a result of the Contractor's operations. It shall be the Contractor's responsibility to ensure all excavations are thoroughly backfilled and compacted to prevent any displacement or settlement of the utility facility. No deviation from the required line or grade of any proposed utility work (sanitary, storm or water main, etc.) due to conflicts with existing utilities shall be made without the written consent of the Engineer. Any utilities to be abandoned by the utility owners shall be removed by the Contractor in accordance with Mn /DOT standard specification 2104. All costs, including labor, equipment, materials, and time associated with the locating, uncovering, and backfilling of existing utilities shall be considered incidental work with no direct compensation made therefore. S -9 (1601) SOURCE OF SUPPLY AND QUALITY Section 1601 is hereby supplemented to include the following: The Contractor shall furnish a complete written statement of the origin, composition and manufacturer of all materials to be used in the construction of the work together with samples, which may be subjected to whatever tests are required to determine their quality and fitness for the work. S -10 (1603) MATERIALS: SPECIFICATIONS, SAMPLES, TESTS AND ACCEPTANCE Section 1603 is hereby supplemented to include the following: The testing of construction materials will be the responsibility of the Owner unless otherwise specified in the Specifications. The Owner shall have the authority to stop work in order for the Contractor to correct or replace such items that have failing test results. The Contractor shall be responsible for all costs associated with failed tests, including but not limited to labor, equipment and materials required for correction or replacement of failed work, additional testing required to determine the extent of failed work, or repeated testing of failed work. S -11 (1702) PERMITS, LICENSES AND TAXES Section 1702 is hereby supplemented to include the following: The Owner will secure the necessary permits as required by the plans, except as may be noted elsewhere in these special provisions. Copies of the permits will be furnished to the Contractor, and the Contractor shall abide by all provisions thereof. The Contractor shall also abide by all rules, regulations, and /or directives of these agencies as they apply to the Project. S -12 (1707) PUBLIC CONVENIENCE AND SAFETY Section 1707 is hereby supplemented to include the following: The Contractor shall remove, store and replace all street signs, mailboxes, etc., that may interfere with the installation of utilities and grading. The Contractor shall contact and receive permission from the property owner before removing or relocating any mailboxes. Such work shall be considered incidental to the contract with no direct compensation made therefore. Damage to street signs, mailboxes, etc., during removal, storage or replacement shall be corrected and /or repaired by the Contractor. Mailboxes shall not be disturbed until actual construction warrants removal. No such removal shall take place until the Engineer is on -site, has approved of and is witness to the work. Removed mailboxes shall be relocated to a temporary location subject to the approval of the Engineer, - - _ _ - _ the = homeowner = and - the -U_S- P-ostal= Service. Removed-mailboxes-shall be relocated promptly so as to prevent any interruption in postal service. S -13 (1710) TRAFFIC CONTROL DEVICES Section 1710 is hereby supplemented to include the following: Traffic control devices shall be provided in accordance with the provisions of 1710 and the latest edition of the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD), including Part 6, "Temporary Traffic Control ", except as modified herein: The first paragraph of 1710.2 is revised to read as follows: The Contractor shall furnish, install, maintain and remove all traffic control devices in accordance with these Special Provisions and the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD) — including the Part 6, "Temporary Traffic Control ", latest edition. The Engineer will have the right to modify the requirements for traffic control as deemed necessary due to existing field conditions. The Contractor's responsibilities under this section include, but are not limited to, the following: The provisions of 1710.5 including all supplements thereto are hereby deleted from the Contract. Sign face material for all sign panels, markers and delineators shall be High Performance Sign Sheeting for Rigid Permanent Signs, Delineators and Markers from Mn /DOT's Office of Traffic, Security and Operations Qualified Products List, except as specified below: Sign face material for yellow X4 -6 Guide Delineators, X4 -4 Clearance Markers, and X4 -5 Snow Plow Markers shall be fluorescent yellow High Performance Sign Sheeting for Rigid Permanent Signs, Delineators and Markers from Mn /DOT's Office of Traffic, Security and Operations Qualified Products List. • Sign face material for X4 -2 Hazard Markers shall be non - reflectorized black. Mn /DOT 2564.2F4 is modified to read: Sign legend material for all sign panels, the numerals on M1 -5A Route Markers and M1 -5B Type Overlays, white delineators, and white markers shall be High Performance Sign Sheeting for Rigid Permanent Signs, Delineators and Markers from Mn /DOT's Office of Traffic, Security and Operations Qualified Products List, except as specified below: The sign legend for colors other than black may be screened in accordance with 3352.2A4c. The sign legend material for black legend shall be in accordance with 3352.2A4c or 3352.2A4d. Sign legend material for X4 -2 sign panels shall be fluorescent yellow High Performance Sign Sheeting for Rigid Permanent Signs, Delineators and Markers from Mn /DOT's Office of Traffic, Security and Operations Qualified Products List. All temporary rigid orange warning and rigid orange guide signs shall be fabricated with Type HP FLO (High Performance Fluorescent Sign Sheeting for Rigid Temporary or Permanent Signs) sheeting. All other rigid signs installed on a temporary basis shall be fabricated with Type HP (High Performance Sheeting for Rigid Permanent Signs) sheeting. The Contractor shall be responsible for the maintenance of all traffic control devices during the entire life of this Contract including any times of suspension for any reason whatsoever. The Contractor shall furnish names, addresses, and telephone numbers of at least three (3) individuals responsible for the placement and maintenance of traffic control device. At least one of those individuals shall be "on call" 24 hours per day, seven days per week, during the times any traffic control devices, furnished and installed by the Contractor, are in place. The Contractor shall be required to respond to any call from the Engineer or the Engineer's designated representative concerning any request for improving or correcting traffic control devices including pavement - marking tape within one (1) hour from the time of notification. In addition to general maintenance requirements throughout the day, the Contractor shalt relocate to proper location and realign all traffic control devices as necessary on a daily basis, including traffic control devices misplaced by subcontractor operations. In the event of severe weather conditions the Contractor shall provide additional personnel and equipment to maintain all traffic control devices. Placement of all signs and barricades shall proceed in the direction of flow of traffic. Removal of all signs and barricades shall start at the end of the construction areas and proceed toward oncoming traffic unless otherwise directed by the Engineer. The Contractor shall be required to cover all traffic control devices that may be inconsistent with traffic patterns during all phase changes. The - Contractor shall furnish install; maintain and remove all traffictontrof devices that are needed to guide, warn, control, protect or exclude traffic from and through the project. This includes painting, taping or affixing necessary pavement markings as required, and the removal of these markings along with any other conflicting markings. The Contractor shall keep all traffic control signs and devices, furnished by the Contractor, in a legible condition. This shall include, but not be limited to, removing any grime deposited on any traffic control devices by traffic or natural causes. MEASUREMENT AND PAYMENT Traffic control will be measured and paid for as follows: A. Lump Sum Traffic Control under Item 2563.601 "Traffic Control" The lump sum payments shall be compensation in full for all costs of furnishing, installing, maintaining, relocating and removing the individual traffic control devices (including flag persons and off -duty police officers) as ordered by the Engineer, and /or as specified in these Special Provisions. The lump sum shall also include any extra signing needed to facilitate traffic switches or for transitioning traffic from one stage to another. The lump sum shall also include traffic control devices used for daily lane closures. The lump sum shall also include removing conflicting pavement markings and signs as ordered by the Engineer. Temporary pavement markings not shown in the Traffic Control Plans but deemed necessary, in the opinion of the Engineer, for the safe conveyance of traffic through the project area, shall also be included as part of the lump sum for Traffic Control. If the Contractor requests changes in the Traffic Control Plan as shown on the Traffic Control Layouts, and these changes are implemented, there will be no increase or decrease in the lump sum payment for traffic control. Payment of "Traffic Control" will be a percentage based on the following: Percent of Traffic Control Item to be paid After Traffic Control initial installation completed 50 % of Original Contract Amount Earned - 10 60 %= of- Original-Contract -Amount-Earned —25 _-_ _ _- 70 % of Original Contract Amount Earned - 50 80 % of Original Contract Amount Earned - 100 100 ADDITIONAL TRAFFIC CONTROL DEVICES A. General Requirements: The Contractor shall furnish additional traffic control devices as ordered by the Engineer. The devices shall be installed and maintained in a functional and /or legible condition, at all times, to the satisfaction of the Engineer. B. Measurement: Flashers, barricades, reflectorized drums, portable changeable message signs, 1.2 x 1.2 meter (48 -inch x 48 -inch) signs, and flashing arrow boards will be measured by the number of individual units of each type multiplied by the number of Calendar Days each unit is in service. Standard signs of each type, other than 1.2 x 1.2 meter (48 -inch x 48 -inch) signs will be measured by the face area of signs furnished multiplied by the number of Calendar Days each square foot of sign is in service. Special construction signs will be measured by the face area of the sign as furnished and installed. C. Payment: Payment for additional traffic control devices of each type, at the appropriate predetermined Unit Day price set forth below, shall be compensation in full for all costs of furnishing, installing, maintaining, and subsequently removing and disposing of the device. Payment for standard signs of each type, other than 1.2 x 1.2 meter (48 -inch x 48 -inch) signs, will be made at the appropriate pre- determined square foot/day price which shall be payment in full for all costs of furnishing, installing, maintaining and subsequently removing and disposing of the signs. The pre- determined square foot price for "Construction Signs — Special" shall be payment in full to furnish, install, maintain and remove such signs. All materials required to furnish and install these signs will remain the property of the Contractor. Payment for all additional traffic control devices, as ordered by the Engineer, will be made in accordance with the following schedule: Predetermined Item No. Item Unit Price 2563.610 Flag Person Hour 2563.610 Police Officer Hour ** 2563.613 Type I Barricade w /Steady Burn Light Unit Day $1.05 2563.613 Type III Barricade Unit Day $2.75 2563.613 Direction Indicator Barricade Unit Day $1.25 2563.613 Reflectorized Plastic Safety Drum Unit Day $0.85 2563.613 Reflectorized Plastic Safety Drum w /Down Arrow Unit Day $0.95 2563.613 Weighted Traffic Channelizer Unit Day $0.40 2563.613 Flasher Type A (Low Intensity) Unit Day $0.50 2563.613 Flasher Type B (High Intensity) Unit Day $1.75 2563.613 Flasher Type C (Steady Burn) Unit Day $0.90 2563.613 1220 x 1220 mm [48 x 48 inch] Standard Sign Unit Day $1.75 (High Performance) 2563.613 1220 x 1220 mm [48 x 48 inch] Standard Sign w /Support Unit Day $2.20 2563.613 ** Portable Changeable Message Sign Unit Day $225.00 2563.613*** Flashing Arrow Board (one shift) Unit Day $33.00 2563.613 * ** Flashing Arrow Board (24 -hour day) Unit Day $45.00 2563.617 * ** Standard Signs m /Day $1.08 2563.617 * ** Standard Signs SQ.FT. /Day $0.10 2563.617 * ** Standard Signs w /support m /Day $1.72 2563.617 *** Standard Signs w /support SQ.FT. /Day $0.16 2563.618 Construction Signs — Special m /Day $270.00 2563.618 Construction Signs — Special SQ.FT. $25.00 * Shall be paid at the Contract Flagger Classification Total Rate, which is the Basic Rate plus the Fringe Rate. ** Shall be paid at the invoice price plus 10 percent. * ** (PCMS) Type C Trailer- Mounted Message Signs will be permitted. It is imperative that the Contractor continually operates each PCMS at maximum legibility. Many factors, such as mechanical problems, insufficient charging, incorrect intensity settings, or other factors can degrade performance. If, at any time, the Contractor fails to operate a Portable Changeable Message Sign at maximum legibility as determined by the Engineer, no payment will be made for each day that the Message Sign is deemed inadequate. * * ** It is imperative that the Contractor operates each Flashing Arrow Board at maximum legibility. Many factors, such as mechanical problems, insufficient charging, incorrect intensity settings, or other factors, can degrade performance. If, at any time, the Contractor fails to operate the Flashing Board at maximum legibility as determined by the Engineer, no payment will be made for each day that the Flashing Arrow Board is deemed inadequate. Other than 1220 X 1220 mm _[48 -X 48-inch] Signs, with or without support.__ NOTE: These predetermined unit prices apply only if not listed as separate bid items. Barricades, drums and signs by the Unit Day shall be paid for up to 90 days per device. After 90 days, payment per Unit Day will continue at a reduced price of 40 percent of the Unit Price. S -14 (1714) RESPONSIBILITIES FOR DAMAGE CLAIMS Section 1714 is hereby amended to the extent that the Contractor shall provide evidence of Public Liability and Property Damage Insurance, in accordance with the following provisions: A. The insurance shall cover the Contractor's liability with respect to bodily injury to or death of persons, and injury to or destruction of property, which may be suffered by persons other than their own employees, as a result of their operations in performing work covered by this Contract. - - B. — Where a Contractor sublets a part oft - e work on any project to a subcontractor, the Contractor shall be required to secure insurance protection in the Contractor's own behalf under Contractor's public liability and property damage insurance policies to cover any liability imposed on the Contractor by law for damages because of bodily injury to or death of persons and injury to or destruction of property as a result if work undertaken by such subcontractors. In addition, the Contractor shall provide for, and on behalf of any such subcontractors, protection to cover like liability imposed upon the latter as a result if their operations by means of separate and individual Contractor's public liability and property damage policies; or, in the alternative, each subcontractor shall provide satisfactory insurance on the subcontractor's own behalf to cover the subcontractor's individual operations. S -15 (1803) PROSECUTION OF WORK (1803.2) PROSECUTION CONTROL Section 1803.2 is hereby supplemented to include the following: The Engineer will mark removals. Any trees that are within the construction limits shall be saved or transplanted as identified by the Engineer. No removals of any kind (including mailboxes, driveway pavement, landscaping elements, etc.) shall occur without the express approval of the Engineer, nor shall any removals occur without the Engineer on -site to witness this work. RESIDENTIAL AREAS Being that a portion of the proposed construction will take place near an established neighborhood, several specific items of concern require the Contractor's continuous attention and strict compliance. Under no circumstances will adjacent residential streets be used for access by the Contractor's equipment or personnel. All access will be made via T.H. 41. The Contractor is strictly prohibited from parking any construction equipment or vehicles of any kind on the adjacent residential streets at any time during work hours or nonworking hours. The Contractor is further prohibited from - storing any construction materials, stockpiles or waste materials on the adjoining residential streets, right -of -ways or adjacent easements. Continuous and complete cooperation and communication between the Contractor, the Engineer and the residents is very important in order to complete the required construction in a satisfactory manner. Any violation of these stipulations by the Contractor, subcontractors or suppliers shall be corrected immediately upon verbal notice from the Engineer or the Engineer's representative in the field. If such violations have not been corrected to the satisfaction of the Engineer within two (2) hours of verbal notice, the Engineer shall have corrections made and assess $500.00 damage plus costs incurred in correcting the violation. Damages shall be assessed for each violation or repeat violation. (1803.3) LIMITATIONS OF OPERATIONS The second paragraph of Section 1803.3 is hereby deleted and the following substituted therefor. The hours of operations shall be limited to 7:00 a.m. until 7:00 p.m. Monday through Friday and from 8:00 a.m. until 6:00 p.m. on Saturday. No work will be allowed on Sundays or outside these hours, unless an emergency situation exists and requires immediate correction. S -16 (1806) DETERMINATION AND EXTENSION OF CONTRACT TIME Section 1806 is hereby deleted, except for Sections A and B of Section 1806.1, and the following substituted therefore: Contract time shall be on a completion date basis as follows: - Final grading, utilities, curb and gutter, bituminous surfacing, striping, seeding, sodding, and landscaping shall be completed on or before November 11, 2011. - Completion shall be construed to mean when all items have been installed, tested, inspected and approved. S -17 (1807) FAILURE TO COMPLETE WORK ON TIME Section 1807 is hereby supplemented to include the following: Liquidated damages shall be as specified in Section 1807 except that the phrase "... nor will damages accrue during the period from November 15 to April 15, inclusive." is deleted from the second paragraph of 1807.2. S -18 (1906) PARTIAL PAYMENTS Section 1906 is hereby supplemented to include the following: The Contractor shall submit, on a monthly basis, an itemized estimate of the value of work completed to date to the Engineer for approval. Details as to date of submittal and form of partial estimate will be provided by the Engineer. Partial payment will be made by the Owner with five percent (5 %) being deducted and retained by the Owner pending satisfactory completion of the Contract. S -19 (2011) CONSTRUCTION LAYOUT STAKING Mn /DOT 1508 is hereby deleted and the following substituted therefore: DESCRIPTION The Contractor will set construction stakes establishing lines, slopes, elevations and continuous profile grades for grading, base, drainage facilities, traffic control, protection devices, pavement, and bridge construction as the Engineer deems necessary for proper control of the work. REQUIREMENTS A. Engineer's Requirements 1. The Engineer will provide data in the format that was used in the accomplishments of the design surveys, and the development of the Construction Plans. No warranty is made by the Engineer, or any consultants employed by the Engineer, that the data systems will be compatible with the data systems used by the Contractor and /or Contractor's surveyor. 2. The Engineer may randomly check the Contractor's surveying, calculations, field notes, staking and layout work. The Engineer may order the Contractor to - redo portions of construction surveying that does meet the standar_d__p-r_ovisions - _assuring proper control and accuracy in the contract, at cost to the Contractor. If the Engineer sustains costs correcting the Contractor's construction surveying, the Engineer may deduct those costs from monies due, or becoming due the Contractor at the Engineer's current hourly rate for the staff time needed to perform the work. 3. The Engineer will set final right of way monuments. 4. The Engineer will measure quantities for payment for items not defined in the Plan as a Plan Quantity (P). B. Contractor's Requirements The Contractor and /or their surveyors shall be responsible for the following: 1. Pre - Construction Conference At the Pre - Construction Conference, the Contractor shall submit to the Engineer for approval, a written Construction Surveying Work Plan and Schedule detailing the following: a. Pertinent information as to how the requirements in these Specifications are being met by the Contractor's surveyor. b. Items of Contract Work that will require staking by the Contractor's surveyor. c. How each of these items will be staked, and how the field information stakes and marks will be made. d. A project specific Construction Surveying Work Schedule for Construction Surveying and how it relates to the timeframe for construction activities and the Engineer's inspection needs. e. A proposed method of communication between the Contractor, Surveyor, and the Engineer's personnel. f. Proposed format of documentation to be deemed acceptable by the Engineer. g. How and when the Contractor's surveyor will make delivery of the as -built survey data to the Engineer. The Contractor shall give the Engineer -a 48 -hour written - notice— before the Contractor needs horizontal and vertical control points shown in the Plan for Construction Surveying. After the start of construction, the Contractor shall give notice of any construction surveying activities according to Mn /DOT 1803.2. 2. Construction Staking a. Setting horizontal and vertical control points as well as centerline alignments for the project as indicated in the Plans. b. Preservation of all reference points, monuments, control points, stakes, and marks that were established by the Contractor, Engineer or others within the project. If the Contractor or its surveyors fail to preserve these items, and if they need to be re- established by the Engineer, the Engineer will deduct monies due or becoming due the Contractor according to the Engineer's cost presented elsewhere in these Special Provisions. c. Review, balance, adjust, correct, and investigate the Engineer provided data and to perform any other work, or survey data and control points necessary to use the survey points and data. Any major errors or deviations found within the information provided by the Engineer shall be reported to the Engineer immediately. d. Perform all traverses from a control point and complete all traverses at a second -order control point with a ratio of precision not less than 1 part in 20,000 and a horizontal angle adjustment tolerance for each point in the traverse not exceeding 7 seconds of arc. e. Furnish and install all traffic control devices using procedures for surveying and staking operations according to Section VI of the Minnesota Manual of Uniform Traffic Control Devices (MMUTCD). f. Performing all construction surveying for all project construction in this Plan, Proposal and Special Provisions. g. Bear all costs, including but not limited to the cost of actual reconstruction of Contract Work that may be incurred due to errors in Contractor's Construction Surveying. h. Document surveying during construction in a form acceptable to the Engineer and allow the Engineer access to surveying notes and calculations. The survey documentation will include the following: 1) Final alignment data with coordinates. 2) Control station monumentation with reference ties. 3) Field notes that were used to set construction stakes, control for the project, and document monument locations. The Contractor shall use bond, hardcover field books for recording survey data and field notes; store field notes on an electronic medium; or use both methods. When an electronic medium is used, the Contractor shall use the Standard format file format provided by the Engineer for the Alignment, Profile and Utility data. i. Retain a Professional Land Surveyor or Professional Engineer, licensed in the State of Minnesota, to directly supervise the construction surveying. 3. As -Built Plan The Contractor is required to present the Engineer with the As -Built Plan in a form acceptable to the Engineer on stable, reproducible material and /or in electronic format. The Engineer will provide the Contractor a copy of the original Plan to be used as the basis for the As -Built Plan. The As -Built Plan shall include the following: a. Show the construction changes in alignment, profiles, typical sections, structures, drainage, tapers, roadway widths, and curb types pertaining to location and elevation, on the copy of the appropriate Construction Plan, Profiles, Tabulation Sheets and Cross Sections. b. Show the revised coordinates if the Plan had coordinates for the above items. No revision shall be required if the final location is within one (1) foot of proposed Plan location. c. Show the revised centerline station and offset if the item had no coordinates. No revision shall be required if the final location is within one (1) foot of proposed Plan location. d. All gate valves, services and major bends in force main and water mains be tied by using a minimum of three (3) ties. All ties shall be measured from permanent monuments or structures placed before or during construction. e. Elevations of all —new -. structures -- (top -- castings and invert elevations), lift stations, Jack -Bored casings, and top nut of all hydrants, which shall be verified to Plan and documented. No revisions will be required if elevations are off by less than 0.10 feet. f. Locations and elevations off all existing utilities that cross proposed utility runs. Document type of utility, size, material and clearances. The Contractor shall furnish the As -Built survey data and documentation to the Engineer within the time indicated in the Surveying Work Schedule. The Contractor shall notify the Engineer immediately if the As -Built Survey Data cannot be furnished at the time specified. If the Contractor or its surveyors fail to provide the As -Built survey data within this time, and completion of the As -Built survey data is accomplished by the Engineer, the Engineer shall deduct monies due or becoming due the Contractor according to the Engineer's cost presented elsewhere in these Special Provisions. METHOD OF MEASUREMENT The Engineer shall measure construction surveying on a lump sum basis. BASIS OF PAYMENT The Engineer shall pay for Construction Surveying at the Contract unit bid price per lump sum. Payment shall be full compensation for all surveying work including materials, surveying equipment, labor, office work and any incidental costs required by the Contract. Payment Schedule The Engineer will pay 10 percent of the Contract unit price after the first day of Contractor Surveying and upon receipt of the approved Construction Surveying Work Plan and Schedule. When the project is more than 10 percent complete, the Department will pay according to the completed percentage of construction staking, as determined by the Engineer, up to 70 percent of the lump sum bid price. The Contractor will receive the final 30 percent of the lump sum price when the survey documentation, notes and As -Built Plan as specified in these Special Provisions have been received and accepted by the Engineer within the time specified by the Survey Schedule. If the Contractor fails to provide acceptable documentation and an acceptable As -Built Plan with the time specified by the Surveying Schedule, the Engineer reserves the right to reduce the lump sum payment for Contractor Construction Surveying according to the Engineer's cost presented elsewhere in these Special - Provisions -up to -a- maximum - of -30- percent o-f- the - lump- sum- bid. Extra Work When the Engineer determines that extra or additional Construction Surveying beyond the scope of the original Contract is required and orders the Contractor to accomplish this work, compensation will be made as Extra Work in accordance with Mn /DOT 1904 and at the same rate shown for an Engineer's survey crew listed in these Special Provisions. The Engineer shall determine the size of the survey crew to perform the Extra Work. If the Construction Surveying is accomplished by subcontract, the prime Contractor allowance shall be 5 percent. Payment Payment for Construction Surveying will be made on the basis of the following schedule: Item No. Description Unit 2011.601 Construction Layout Staking Lump Sum S -20 (2104) REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES Section 2104 is hereby supplemented to include the following: The Owner shall have the option of removing and salvaging all items such as fences, gates, light standards, poles, etc. If the Owner does not remove such items prior to construction, they shall be removed by the Contractor and shall be considered incidental to the Contract unless specific bid items are included. All debris and excess materials removed from the project shall be disposed of by the Contractor off the project site. No burying of debris will be permitted. Removal of any structures or items for which no specific pay item is provided in the Contract shall be incidental to the Contract and no direct compensation will be made therefor. S -21 (2105) EXCAVATION AND EMBANKMENT Section 2105 is hereby supplemented to include the following: All excavations for this project must be adequately sloped, or sheeted and braced, in accordance_ with applicable Occupational Safety and Health Administration (OSHA) regulations. It is the sole responsibility of the Contractor to provide safe working conditions during all phases of construction on this project. All excess material generated by the project shall become the property of the Contractor and shall be disposed of off the project site. Material that is excavated and determined by the Engineer or the Engineer's representative to be suitable material shall be used for embankment construction or backfill. The suitable material shall not be mixed with or contaminated with unsuitable soil in any amounts. Selection of suitable materials shall be considered to be incidental to the Contract, with no direct compensation therefor. Any stockpiling or re- handling of these materials shall be considered incidental to the contract with no direct compensation therefor. Excavated material that is determined to be by the Engineer to be unsuitable for embankment construction or is excess material shall be disposed of by the Contractor off the project site. Any cost of such disposal or of any stockpiling and re- handling of excess material caused by unavailability of a disposal site at the time of the excavation shall be considered incidental to the Contract with no direct compensation therefor. The provisions of Mn /DOT 2105.5(b) shall not apply to this project. Extra depth subgrade excavation as ordered by the Engineer shall be paid for based on the actual quantity of material excavated as measured by the Engineer. The Contractor shall follow any special placement procedures required by the Engineer. METHOD OF MEASUREMENT AND BASIS OF PAYMENT All work as designated in the Drawings and Specifications shall be paid for on the basis of unit prices as indicated on the Proposal. This shall be considered compensation in full for furnishing and installing all materials, equipment, and labor required to complete this project. The cost of any material, equipment, and labor required to complete the work, but not specifically included as a pay item shall be merged with the various unit prices. All removal items shall be measured and paid for at the Contract unit price as indicated on the proposal. Removal of any item that is not an item in the Contract shall be considered incidental to the Contract. GEOTEXTILE FABRIC This work shall consist of furnishing all, equipment, labor, and materials required to complete th work as specified: - - Geotextile Fabric is included to expedite trail construction if, in the opinion of the Engineer, conditions warrant its use. The geotextile fabric shall be Type V, Specification 3733. The fabric shall be overlapped a minimum of 600 millimeters (2 feet). Geotextile Fabric will be measured by the area placed, excluding overlap. In areas where the subgrade is not uniform with regard to density, the Engineer may require overlap greater than 600 millimeters (2 feet). If the overlap required by the Engineer is greater than this, the measured area will include the overlap less the minimum 600 - millimeter (2 feet) overlap. Payment will be made under item number 2105.604 "Geotextile Fabric Type V" at the Contract unit price per square meter (yard) that shall be compensation in full for all costs of performing the work as specified. Construction of the trail without this item will not be justification for a change in the Contract unit prices. S -22 (2112) SUBGRADE PREPARATION Section 2112 is hereby supplemented to include the following: The subgrade for the walks shall be prepared to a uniform density to the satisfaction of the Engineer. This work shall be considered incidental to the Contract with no direct compensation made therefor. S -23 (2123.610) STREET SWEEPER (WITH PICKUP BROOM) This work shall consist of street sweeping expressed on an hourly basis for actual time on site. The unit price shall include labor, all required sweeping equipment and transit time to and from the site as required. Sweeping equipment to be provided shall be approved by the Engineer to provide adequate pickup of debris. All street sweeping shall be done as authorized or requested, in writing, by the Engineer to comply with these specifications. No payment shall be made for street sweeping not deemed necessary or authorized by the Engineer. Street Sweeping, as requested by the Engineer, shall be paid for under Item No. 2123.610 Street Sweeper (With Pickup Broom) at the Contract unit price per hour and shall be compensation in full for all equipment, labor and materials necessary to complete the work as specified. S -24 (2211) AGGREGATE BASE Section 2211 is hereby supplemented to include the following_ The use of recycled materials consisting primarily of crushed bituminous- and concrete will be permitted only upon written acceptance from the Engineer. The Engineer may require that the quality of each source be demonstrated prior to any acceptance. The material will be required to meet all requirements of specifications 2211 and 3138. Measurement will be based on the planned dimensions of the base using cross sectional area and length unless the dimensions are altered by authorization of the Engineer, in which case measurement will be based on the authorized dimensions. S -25 (2357) BITUMINOUS TACK COAT Section 2357 is hereby amended by the following: The bituminous material for tack coat shall be an emulsified asphalt as permitted in Section 2357.2A. The tack coat shall be applied to the inside edge of the curb and gutter and between pavement layers. S -26 (2360) PLANT -MIXED BITUMINOUS PAVEMENT (SUPERPAVE) Sections 2360.1 through 2360.7, inclusive, are hereby deleted and replaced with Section 2360 Plant Mixed Asphalt pavement included in the Appendix, and the following: The bituminous mixture designations for this project shall be as follows: Wearing Course Mixture: LVWE 450308 (Trail) SPWEB440F (T.H. 41 Patching) Non - Wearing Course Mixture: SPNWB440B (T.H. 41 Patching) BITUMINOUS PLACEMENT When matching in -place pavement, the existing pavement shall be saw cut to provide an even and uniform joint. The existing pavement shall be milled to a depth of 40 millimeters (1.5 inches) and width of 600 millimeters (2 feet) along the full length of the saw cut so that the wearing course will overlap the joint between the base courses and existing pavement. The pavement shall be swept clean prior to placement of bituminous wear course. The sawcut, milling, and sweeping shall be considered incidental to the Contract with no direct compensation made therefore. ADJUSTING MISCELLANEOUS STRUCTURES Adjustment of miscellaneous structures shalt be performed in accordance _ with appropriate provisions of the Minnesota Department of Transportation, "Standard Specifications for Construction ", latest edition and all amendments thereto except as modified below: Locations - Locations are given on the Drawings for manholes, gate valves and catch basins within the project. The Contractor shall be responsible for the protection of all existing structures during the course of the work. The Engineer shall assist with the initial location of all manholes, catch basins and gate valve boxes. The Contractor along with the Engineer and a representative of the Owner shall inspect all manholes, catch basins and gate valve boxes prior to beginning construction. The Owner's forces will remove foreign materials found in these structures. Thereafter, the Contractor will be responsible for removing any such foreign material that may enter the structures during the construction period. All castings and gate valve boxes shall be adjusted to grade prior to placing the wear courses. All adjustment, unless indicated on the Drawings, shall be considered incidental to the Contract with no compensation to be made therefor. Where the frame must be adjusted upward, the Contractor shall accomplish this adjustment with standard concrete adjustment rings of the same size as the cone or slab opening. Each adjusting ring shall be placed in a full mortar bed with the frame also resting in a full mortar bed. Adjusting rings needed to raise the casting to grade shall be incidental to the adjust item. Where the frame is to be adjusted downward, this shall be accomplished by removing the necessary number of adjustment rings from the structure. The frame shall then be reset in a full mortar bed to grade. Regardless of the direction of adjustment, no shims of any material will be allowed. The minimum thickness of all mortar joints shall be at least 6 millimeters with a maximum allowable thickness of 12 millimeters (one half inch). All excess mortar from the joint shall be wiped clean from the inside of all rings and frame. All manhole castings must be replaced prior to the placing of the final wear course. Care shall be taken to prevent sand, chunks of concrete or any other debris from entering the structures. Remove and Replace Manhole and Catch Basin Frames - The Contractor shall remove required manhole and catch basin castings and rings at the beginning of the construction work. The Contractor then shall cover the openings with suitable steel plates and continue to construct and compact the sub -base and base courses. Prior to placing the cur bing or final wear course, the Contractor shall raise all structures to final grade. Drainage into catch basins must be maintained during the time the casting is removed. During the same time period, the Contractor shall be responsible to keep surface water and dirt from entering the sanitary sewer system. This work shall be considered incidental. Reconstruct Manhole and Catch Basins - Where the Engineer requires, or where it is impossible to adjust the structure with the addition or removal of adjustment rings, reconstruction will be necessary. In such cases it will be necessary to add or remove manhole sections. Pre -cast manhole joints shall be rubber 0 -ring gasket type to match existing joint. In absence of the 0 -ring joint, older style manhole joints shall be sealed using a material similar to Ram -Nek or equivalent gasket material applied in accordance with manufacturer's recommendation. Adjust Gate Valve Boxes - Gate valve boxes shall be adjusted to grade prior to the placing of the final wear course. Thorough tamping of the material around the gate valve box is required. All gate valve boxes are the sectional screw - threaded adjustable type. Gate Valve Box Extensions - Where gate valve boxes cannot be adjusted without the use of extensions, this item will be necessary. The Contractor shall remove the upper section, place the necessary extension and replace the upper section. Thorough tamping of material around the gate valve box is required. Gate valve box extensions that fit inside the regular top section are not acceptable. S -27 (2501) PIPE CULVERTS Section 2501 is hereby supplemented and amended by the following: The Contractor shall assume full responsibility for operating equipment over pipe during backfilling operations and embankment construction. Where flared end sections with trash guards are specified, trash guards shall be the removable type, installed at the factory. Flared end sections and the last three sections of pipe shall be appropriately tied on all reinforced concrete pipe outlets. Furnishing and installing ties shall be considered incidental and no direct payment will be made therefor. Granular bedding materials, when specified, shall be constructed as shown and shall be considered incidental with no direct payment made therefore. Reinforced concrete pipe shall be of the size and class shown on the plans meeting the requirements of Section 3236, with the Bureau of Reclamation Type R -4 joint and gasket. See Mn /DOT Standard Plate 3006. When matching in -place pipe, it shall be the Contractor's responsibility to verify the in -place pipe design. When the in -place pipe joint is design 3000, it shall be the Contractor's option to supply design 3000 pipe from the match point to the nearest structure or to the end section. If the Contractor provides design 3006 pipe, then a field splice shall be required. The field splice shall consist of a concrete collar, which extends 300 millimeters (1 foot) either side of the joint and is 225 millimeters thick (9 inches). The collar shall be reinforced with 10M (No. 4) hoops at 150 - millimeter (6 inch) spacing and 10M (No. 4) bars at 300 millimeter (1 foot) spacing. The concrete shall be Mixture No. 3Y43. When design 3000 pipe is provided, it shall be paid for under the Contract unit prices for the same size design 3006 pipe. When the field splice is provided, it shall be considered incidental and no direct payment will be made therefor. S -28 (2503) PIPE SEWERS Section 2503 is hereby supplemented and amended by the following: Reinforced concrete pipe shall be of the size and class shown on the plans meeting the requirements of Section 3236, with the Bureau of Reclamation Type R -4 joint and gasket. See Mn /DOT Standard Plate 3006. Connection to existing structures shall be by core drilling or by use of a concrete saw. The inverts shall be reconstructed. Connection to existing structures and the invert reconstruction shall be considered incidental and no direct payment will be made therefore. All stub ends of pipe shall be plugged with concrete brick and a lean mortar mixture. The plugs shall be placed inside the pipe itself, not in the bell. Furnishing and installing the plugs is considered incidental with no direct payment made therefore. The Contractor shall assume full responsibility for operating equipment over pipe during backfilling operations and embankment construction. Backfillinq and Grading All excavation in trenches shall be backfilled to the original ground surface or to_ such _grades _as _ specified_ or_ shown _o.n_the_Drawings. The backfill -- -- shall begin as soon as practical after the pipe has been placed and shall thereafter be carried on as rapidly as the protection of the balance of the work will permit. Backfilling shall be done as completely as possible so as to attain complete filling and using the best materials available for this purpose, free from boulders, rubbish, frozen lumps and similar materials. Depositing of the backfill shall be done so the shock of falling material will not injure the structure. Whenever peat or other soil types are excavated from the trench and are determined by the Engineer to be undesirable for backfill, such materials shall be disposed of at no additional compensation. The requirements for backfilling shall vary, depending on the portion of trench concerned, such requirements to be as follows: (a) Bottom Portion of Trench - Granular material (or sand, if so ordered by the Engineer, up to the top of the pipe in the case of plastic pipe) free from rocks and boulders, shall be deposited in the trench simultaneously on both sides of the pipe for the full width of the trench to a height of at least 300 millimeters (1 foot) above the top of the pipe, shovel - placed and tamped to fill completely all spaces under and adjacent to the pipe. In the event that natural, suitable, granular material is not encountered during the normal excavation of the trench or when the material encountered is determined unsuitable by the Engineer for backfilling around the pipe as required above, the Contractor shall provide and place such approved material as required as an incidental item with no direct compensation therefore. (b) Mid - Portion of Trench - This portion which lies between a level of 300 millimeters (1 foot) above the top of the pipe and a level of 1 meter below finished grade shall be backfilled only with suitable material as approved by the Engineer. Such material shall be obtained from the excavation of the same trench or from any other trench under excavation within a haul distance of 3.2 kilometers (2 miles) one way, at no additional compensation. If, however, a deficiency in the quantity of backfill material exists due to the removal of large quantities of peat or other such material, and backfill from other sources described above is insufficient, the Contractor shall furnish suitable backfill material as the Engineer shall direct, to be paid for at the Contract unit price, or extra work in the absence of a comparable Contract item. All quantities of such material paid for shall be verified and recorded by the Engineer. Backfill shall be accomplished in layers or lifts by backcasting or by filling and spreading. Placement shall be in 300 - millimeter (1 -foot) lifts, each lift being thoroughly compacted by pneumatic tamping, tamping rollers, v ibrating rollers or other means, in accordance with the "Specified Density" method. Backfill material shall be compacted to 95% of the standard moisture density relationship of soils (ASTM D698 -70). Where trenches cross outside of existing or proposed roadways, backfill may be placed and compacted in 450 - millimeter lifts. (c) Top Portion of Trench - The top one meter of the trench shall be compacted to 100% of the standard moisture - density relationship of soils (ASTM D698 -70). (d) In pavement areas, any settlements which interfere with normal use and maintenance (generally a settlement greater than 25 millimeters (1 inch) as measured with a 3 -meter (10 -foot) straight edge) within the warranty period of this Contract shall be considered failure of the mechanical compaction and shall be repaired by the Contractor at no cost to the Owner. Any settlement in boulevard, yard and ditch areas which interfere with normal use and maintenance within the warranty period of this Contract shall be considered failure of mechanical compaction and shall be repaired by the Contractor at no cost to the Owner. S -29 (2503) CONNECT TO EXISTING STORM SEWER This work consists of constructing connections into existing storm sewers in accordance with the applicable Mn /DOT Standard Specifications and the following: Measurement will be made by the number of connections constructed as specified. Payment will be under Item 2503.602 (Connect to Existing Storm Sewer) at the Contract bid price per each, which shall be compensation in full for all costs incidental thereto, including but not limited to, all materials and labor necessary to connect the proposed drainage structure to the existing storm sewer pipe. Any damage caused to the existing storm sewer pipe shall be repaired at no expense to the City of Chanhassen and to the satisfaction of the Engineer. S -30 (2506) MANHOLES AND CATCH BASINS Section 2506 is hereby supplemented by the following: Drainage structures shall be constructed in accordance with the appropriate Mn /DOT Standard Plates, except as modified herein. Joints and all manhole riser sections shall be gasketed in accordance with ASTM Specification C -443. Adjusting Rings - A maximum of four (4) and a minimum of two (2) concrete adjusting rings will be permitted. All manholes, catch basins, and drop inlets shall be precast reinforced concrete. Shallow structures may require that the structure be precast with an overdepth and the overdepth sump filled in with cement grout to satisfy this requirement. This overdepth and grout shall be considered incidental. Steps shall be provided in all drainage structures at a 400 millimeter (16 inch) center -to- center spacing as shown on Mn /DOT Standard Plate No. 4180. It shall be the Contractor's option to supply Step "N" or "W ". During construction, all functional storm sewer inlets shall be fitted with an appropriate sediment - trapping device in order to prevent sediment from entering storm sewer systems. S -31 (2521) WALKS Section 2521 is hereby supplemented by the following: Concrete walks shall be divided into panels not exceeding 2 meters (6 feet) in length or 3 square meters (36 square feet). Joints shall be at least 40 millimeters (1 -1/2 inches) deep. If the width of the walk exceeds 3 meters (9 feet), a longitudinal center joint shall be used. Expansion joints shall be placed at intervals not exceeding 18 meters (60 feet) and wherever a concrete sidewalk abuts the curb, a building, a driveway, other sidewalks, around stop boxes, poles or other objects in the sidewalk. Refer to Section 2564 of these provisions for information relating to sign post installations in concrete walks. Concrete testing will be the responsibility of the Owner, except as indicated below. Any concrete placed that has a strength below 90% of the "anticipated compression strength," as indicated in Table 2461 -1, shall be removed and replaced at the Contractor's expense or shall remain in place with no payment, at the Contractor's option. All strengths indicated above are the result of a 28 -day cylinder break. Upon finding cylinders that break below 100% of the "anticipated compressive strength," as indicated in Table 2461 -1, cores shall be taken, where applicable, to establish the extent of the failing concrete. All costs of coring (or other tests) to determine the extent of concrete with compressive strengths below 100 %, shall be the responsibility of the Contractor. All costs for additional or repeated testing, inspection or administration associated with failing test results shall be the responsibility of the Contractor and shall be deducted from monies due to the Contractor. Bituminous walks- shall - be placed with a self - propelled paver. Truck powered pavers will not be allowed for this project. Payment shall be at the contract unit price and shall include all costs associated with the work, including: preparation of the subgrade, placement of the concrete, joint construction and curing. S -32 (2531) CONCRETE CURBING Section 2531 is hereby supplemented by the following: The Contractor shall have the option to furnish high early strength concrete where necessary to accommodate traffic, facilitate construction or comply with traffic provisions or at other locations as the Engineer may deem necessary. Furnishing of high early strength concrete shall be considered incidental with no additional compensation made therefor. Backfilling of the curb and gutter shall proceed as soon as practical after placement of the curb and gutter. Backfilling shall be considered incidental with no additional compensation made therefor. Construction of "beavertail" end transitions, drop sections at driveways and other similar minor variations from the standard curb and gutter section shall be considered incidental with no additional compensation made therefor. Payment for areas of curb and gutter so modified shall be at the Contract unit price for the unmodified curb and gutter item. Any existing curb and gutter damaged due to the negligent operation of the Contractor shall be replaced at the contractor's expense. Any existing curb and gutter requiring removal to facilitate construction operations shall first be authorized by the Engineer and shall be paid for under the appropriate contract items as indicated on the proposal. Concrete testing will be the responsibility of the Owner, except as indicated below. Any concrete placed that has a strength below 90% of the "anticipated compression strength," as indicated in Table 2461 -1, shall be removed and replaced at the Contractor's expense or shall remain in place with no payment, at the Contractor's option. All strengths indicated above are the result of a 28 -day cylinder break. Upon finding cylinders that break below 100% of the "anticipated compressive strength," as indicated in Table 2461 -1, cores shall be taken, where applicable, to establish the extent of the failing concrete. All costs of coring (or other tests) to determine the extent of concrete with compressive strengths below 100 %, shall be the responsibility of the Contractor. All costs for additional or repeated testing, inspection or administration associated with failing test results shall be the responsibility of the Contractor and shall be deducted from monies due to the Contractor. S -33 (2531) TRUNCATED DOMES This work consists of constructing pedestrian curb ramps with Truncated Dome Systems (detectable warning surfaces) in compliance with the Public Rights -of -Way Accessibility Guidelines (PROWAG). This work shall be performed in accordance with the applicable Mn /DOT Standard Specifications, these Special Provisions, the details in the Plan, and the following: The Contractor shall select a truncated dome product from the approved products list at: http: / /www.dot.state. m n. us /prod ucts /miscmaterials /truncateddomes. htm I. Only approved products are allowed. Stamped concrete is not allowed. The truncated dome area will be measured by the square foot. Payment will be made under Item 2531.618 "Truncated Domes" at the Concrete bid price per square foot, which shall be compensation in full. S -34 (2564) TRAFFIC SIGNS AND DEVICES Section 2564 is hereby supplemented to include the following: Permanent traffic control signs shall be manufactured and installed in accordance with the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD) for Streets and Highways, or at locations identified by the Engineer. The quantity included in the proposal form is based on the signing and pavement marking plans. The Engineer will review the signing and pavement marking plans with the Owner prior to directing sign installation. If in the Owner's opinion, traffic operations so warrant, additional signing not shown on the plans may be directed to be installed. Such additional signing shall be paid for at Contract unit prices without any adjustment thereto. The following paragraphs of Section 2564.2 MATERIALS are revised to include the following: B Structural Steel Fasteners shall be 8 millimeters (5/16 inch), A304 stainless steel bolts. All bolts shall be fastened with nylon insert lock nuts or lock washer /washer and standard nuts. All nuts shall be of the same grade or material as the bolts being used. The following paragraphs of Section 2564.2 MATERIALS are revised to read as follows: F3 Sign Face Material Replace pa ragr a phs1, 3 and 9 of Section 2564 .2F3 with the following: Sign face material for all sign panels, markers and delineators shall be High Performance Sign Sheeting for Rigid Permanent Signs, Delineators and Markers from Mn /DOT's Office of Traffic, Security and Operations Qualified Products List, except as specified below: Sign face material for yellow X4 -6 Guide Delineators, X4 -4 Clearance Markers, and X4 -5 Snow Plow Markers shall be fluorescent yellow High Performance Sign Sheeting for Rigid Permanent Signs, Delineators and Markers from Mn /DOT's Office of Traffic, Security and Operations Qualified Products List. Sign face material for X4 -2 Hazard Markers shall be non - reflectorized black. Sign face material for all "W" series, "Stop," "Yield" and "Do Not Enter" signs shall be reflective sheeting conforming to the requirements of Mn /DOT 3352.2A2b (commonly referred to as High Intensity). All other signs shall be reflective sheeting conforming to the requirements of Mn /DOT 3352.2A2a (commonly referred to as Engineering Grade). F4 Sign Legend Material Mn /DOT 2564.2F4 is modified to read: Sign legend material for all sign panels, the numerals on M1 -5A Route Markers and M1 -5B Type Overlays, white delineators, and white markers shall be High Performance Sign Sheeting for Rigid Permanent Signs, Delineators and Markers from Mn /DOT's Office of Traffic, Security and Operations Qualified Products List, except as specified below: The sign legend for colors other than black may be screened in accordance with 3352.2A4c. The sign legend material for black legend shall be in accordance with 3352.2A4c or 3352.2A4d. Sign legend material for X4 -2 sign panels shall be fluorescent yellow High Performance Sign Sheeting for Rigid Permanent Signs, Delineators and Markers from Mn /DOT's Office of Traffic, Security and Operations Qualified Products List. Street and traffic signs shall meet the requirements of Mn /DOT 3352 for Standard No. 2 Reflective Sheet "High Intensity", the Minnesota Manual on Uniform - Traffic Control Devices,, and Standard Plate Nos. STRT -15 and STRT -16. Street name sign materials shall be "Lyle Sign" E- Series or approved equivalent. H Sign Posts Sign posts shall be steel flanged channel and shall be 4.45 kilogram per meter (3 pounds per foot) galvanized steel and shall conform to the requirements of Mn /DOT 3401. For sign posts to be mounted in concrete walk or concrete median, the Contractor shall furnish and install a 57 millimeter x 57 millimeter (2 1 /4 inch x 2 1/4 inch), 2.75 millimeter (12 gauge / 0.108 inch) thickness, pre - punched galvanized steel square tube riser for the embedded portion of the post. The pre - punched holes shall be on all four sides of the square tube, of a hole size and spacing conforming with the flanged channel post specified, and in conformance with Specification 3401. The square tube riser shall be installed with sufficient embedment for the sign installation, and with a sufficient length above finished grade to fasten the flanged channel posts. The following paragraphs of Section 2564.3 CONSTRUCTION REQUIREMENTS are supplemented to include the following: A. General Each sign panel shall be mounted at the location specified in the Plans to the satisfaction of the Engineer, and shall be provided with mounting brackets when required by the location specified. Sign panels to be installed on traffic signal mast arm poles shall be provided with mounting brackets that shall be approved by the Engineer prior to installation. The cost of the mounting brackets and the mounting of each sign panel shall be included in the unit price for each sign. INSTALLATION Mount all sign panels on posts as specified. Install posts vertically and plumb. Each Type "C" and "D" sign panel shall be installed to meet the following mounting height requirements: — The minimum mounting height specified in the MMUTCD, and — Mounted at least 2.2 meters (7 feet) above the adjacent sidewalk or ground line. If a secondary sign is mounted below a major sign, the major sign shall be at least 2.4 meters (8 feet) above the adjacent sidewalk or ground line, and the secondary sign at least 1.8 meters (6 feet). — Top of Type "C" and "D" signs (excluding secondary signs) shall be 2.8 meters (9 feet) minimum above the adjacent sidewalk or ground line (measured perpendicular to the ground line or sidewalk). Each delineator (X4 -2, X4 -5, etc.) shall be installed a minimum of 1.2 meters (4 feet) above the adjacent ground line or sidewalk, except that X4 -2 sign panels mounted below R4 -7 sign panels on medians shall be installed at least 1.8 meters (6 feet) above the adjacent median. The edge of the ground- mounted sign panels shall be mounted a minimum of 600 millimeters (2 feet) from the curb face or adjacent traveled roadway. Sign faces shall be vertical. To avoid specular glare, sign faces shall be mounted approximately 93 degrees from the traveled roadway. The Contractor shall coordinate sign post installation with the placement of the concrete median or walk as appropriate. In the absence of details, the Contractor shall have the option to place a 150 millimeter (6 inch) diameter sleeve within the concrete median or walk at the sign location prior to placing the concrete. The sleeve shall be embedded a minimum of 300 millimeters (1 foot); or the Contractor can core the hole in the cured concrete prior to sign post installation. Regardless of the option utilized, the Contractor shall install the square tube riser vertical and plumb and centered in the hole, with proper embedment and exposed length. The hole shall then be backfilled with concrete Mixture No. 3A32. S -35 (2573) TEMPORARY ROCK CONSTRUCTION ENTRANCE AND EXIT This work shall consist of installing a temporary rock construction entrance and exit for trucks entering and exiting the project. The temporary rock construction entrances shall be constructed as shown on Sheet No. 8 in the Plans, and as directed by the Engineer. The work shall be accomplished according to Mn /DOT 2573, these Special Provisions, or as directed by the Engineer. Temporary Rock Construction Entrances and Exits will be measured by the each acceptably installed as specified. Payment will be made under Item 2573.602 "Temporary Rock Construction Entrance" at the Contract bid price per each, which shall be compensation in full for installing, cleaning, and the removal of the material once construction is completed, and all costs incidental thereto. S -36 (2575) TURF ESTABLISHMENT Section 2575 is hereby supplemented and amended by the following: All disturbed areas, including borrow areas, shall be seeded. Six (6) inches of topsoil are required on all areas to be seeded or sodded. Topsoil to be placed in areas with established yards shall be select topsoil (pulverized and screened). Topsoil borrow, as required, shall be in accordance with Specification 3877. The cost of furnishing and placing topsoil shall be considered incidental with no direct payment therefore. The seed shall conform to the requirements of Specification 3876. Seed Mixture 250 shall be applied at the rate of 70 pounds per acre to all areas disturbed. Fertilizer Type 322 -5 -10 shall be spread at the rate of not less than 350 pounds per acre on areas to be seeded. Mulch material shall meet the provisions of Specification 3882 Type 1 and shall be applied at the rate of 4.5 metric tons per hectare (2 tons per acre) and shall be disk anchored into the soil. Disk anchoring shall be considered incidental with no direct payment therefor. The Contractor shall make, at no cost to the Owner, whatever arrangements may be necessary to insure an adequate supply of water to meet the needs of this Contract. The Contractor shall also furnish all necessary hose, equipment, attachments and accessories for the adequate irrigation of lawns and planted areas as may be required to compI t the work as specified. Water shalFbe considered incidental to the cost of turf establishment. Where the Contractor has exceeded construction limits or where, in the opinion of the Engineer, the Contractor has excessively damaged adjacent property due to carelessness or negligence, such areas shall be restored with no additional compensation therefor. S -37 (2582) PERMANENT PAVEMENT MARKINGS This work shall consist of providing all labor, equipment, and materials to construct the pavement markings as specified. All paint furnished shall meet the requirements of the attached Minnesota Department of Transportation Specification "Three Minute Dry Alkyd Traffic Paints" dated January 16, 1998 (for use with "dry flow" drop on glass beads). The epoxy resin pavement markings shall be with "beads on ". Application of pavement markings shall be as specified in the attached "Application Specification Conventional Traffic Marking Materials Three Minute Dry Alkyd and High Solids Latex" dated March 16, 1998. Drop on glass beads are included as 3592 in Mn /DOT 2005 Specifications.) No paint shall be applied until the pavement is swept clean and dry to the satisfaction of the Engineer. No paint shall be applied to freshly paved areas for a period of one week (7 days). The Engineer shall provide all necessary control points to lay out the pavement markings as required by the Contractor. All pavement markings shall be in accordance with the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD) for Streets and Highways. S -38 (3886) SILT FENCE The first sentence of Section (3886) SILT FENCE, paragraph C Posts is hereby deleted and the following substituted therefore: Standard metal T posts with a welded steel plate shall only be required for non - routine silt fence installations. Non - routine installations shall be defined as soft soils composed primarily of muck, organic material, and loose mixtures of soil which require additional upright support upon sediment loading. Standard metal T posts without a welded steel plate shall be required for routine silt fence installations listed in Table 3886 -1. Routine silt fence installations include perimeter access control; project delis ittion, and compact d soils of slope toes and dithes. END OF DIVISION S Capital Improvement Program 2012 thru 2016 Department Park & Trail Improvements City of Chanhassen, MN Contact Todd Hoffman Project # PK &T -110 Type Improvement Useful Life Project Name Hwy 41 Trail Extension /Stairway Category Park Account #1 410 -0000 -4706 Account #3 Priority n/a Account #2 Account #4 Description Total Project Cost: 3205,000 Extension of the Highway 41 trail from Minnetonka Middle School West to the intersection of Highway 7 and Highway 41 and construction of a pedestrian stairway connecting to Highover Drive. — Justification The current trail project being undertaken by Carver County in cooperation with the City terminates at Minnetonka Middle School West. Extending the trail to Highway 7 will allow for a signalized at grade pedestrian crossing. Expenditures 2012 2013 2014 2015 2016 Total Construction 205,000 205,000 Total 205 .E 205,000 Funding Sources 2012 2013 2014 2015 2016 Total Park Dedication Fund 205,000 205,000 Total 205,000 205,000 Budget Impact/Other , Will need to be included in the pavement management program. CITY OF [,�(^� /A��\ * /A /A�(,\ GOVERNING SPECIFICATIONS PLAN SYMBOLS O VHll�NHdllSSAN THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STATE LINE ----- 'STANDARD SPECIFICATIONS FOR CONSTRUCTION', SHALL GOVERN. COUNTY LINE ... - - - - - - - - -- CARVER COUNTY, M I NNESOT TOWNSHIP OR RANGE LINE ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE SECTION LINE... - -- TO THE 'MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' (MN MUTCD) .. - - - -- PLANS FOR o GRADING, AGGREGATE BASE, BITUMINOUS TRIAL SURFACING, SIGN AND STRIPING, AND CONCRETE STEPS AND PART VI. FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. QUARTER LINE. SIXTEENTH LINE... - - -- RICHT-OF -WAY LINE - -'— PRESENT ,[� TRAIL CONTR OL OF WAY `-- - - - - ACCESS LINE. . -- T.1-1. 4 1 T AIL CONTR OF ACCESS . -- O —g —O- INDEX PROPERTY LINE (Except Land Lines) - VACATE PL4TTED PROPERTY. '_ /// CITY PROJECT NO. SHEET NO SHEET DESCRIPTION CORPORATE OR CITY LIMITS . `°„.... 1 TITLE SHEET TRUNK HIGHWAY CENTER LINE -. J � X 2 GENERAL LAYOUT CONC. RETAINING WALL .. ... PROJECT LOCATION 3 STATEMENT OF ESTIMATED QUANTITIES RAILROAD RIGHT -OF -WAY LINE - — - — - 4 CONSTRUCTION /SOILS NOTES AND STANDARD PLATES RIVER OR CREEK ... .. ... .-• NAME - '� TRAIL SEGMENT 5 EARTHWORK SUMMARY AND BALANCE DRY RUN .... _. ..-..-.. „” _ /� i/ 6 TYPICAL SECTIONS DRAINAGE DITCH .... . .. . SIZE � U / 0 " / ° I ® aa" ' ? 7 10 STANDARD PLAN SHEETS DRAIN TILE. . . _)_ � _✓ ; aj \ l i , �u�7 L.. - 11 - 12 MISCELLANEOUS DETAILS CULVERT.. f� k L� Y.xn." �' �.` ^. 13 -14 ALIGNMENT PLANS AND TABULATIONS • DROP INLET ... ... .. .. .. C C = __ '� Q II a_ �6 �itisP Z.�" _%�� \� j 15-17 CONSTRUCTION PLANS AND PROFILES GUARD RAIL . . ... .P p i „..,,,,r ®� e e„ x , • j f :.. - 18 - 23 CROSS SECTIONS BARBED WIRE FENCE ... H x WOVEN WIRE FENCE �� e 71' w M�� V > I� \�J CHAIN LINK FENCE .. .. .. - -XC XC— 0. ®r j� �. � � A� RAILROAD SNOW FENCE " -.: - - 1 A41vwnMa r . ._Z OOP° - t IAO� f 1 d f 1 e � . 1' u g® 4 - � STONE WALL OR FENCE .... ... . .% .- 0 � ' , '�,°'° 44 $ HEDGE . ... . RAILROAD CROSSING SIGN u• � • � v __ ?� $ �} E Hd Q �°•`•'� ai I���fff%%% RAILROAD CROSSING BELL .. • d. s . 4 � � P , ELECTRIC WARNING SIGN .. .... ... � •a^ aw v c Q � iVr / U ik Yg _ CROSSING GATE.. .. .... ... .... ® S @ .v. ff g MEANDER CORNER . .. ... ... + EGy i .w. 1 Z" - 'a d� '' i • MAIL BOX ,.. .. MB ■ , 4 r HENNA U 6 . we M;..'... .., .- jL I� ' � O t DINE c' SPRINGS Or-. .^O - "7""` m^ u �`� 7 �' �p'y ,,.„n., MARSH.... / u / sae - . , . © $'., � ¢ �rs ., TIMBER A . /! y. d d (❑ ✓ s •w. ©k pr,, A4 n ' - 1 l d✓ O ORCHARD 4 G `4• ❑ i ., ev 0. � Q :1 y / , { C+�j BRUSH ..... $ 0 / , R o 2 g p Q NURSERY Q Y ` p � r y � `� - Zeal.. 1 Q/ r[wm,aar C 4' Y iJb W. - ' CATCH BASIN .. ... ..... C.B.O FI.41" .. W �Y j � v v ' g _ FIRE HYDRANT _... • ... .. .. . OIt 4....0R 4:451111C V � � .0 y ,B°" �4 o � �f V CATTLE GUARD .. u~ �-.,,, C ' Q '� THIS PLAN CONTAINS .- 23 SHEETS r% tr r.) _ cR� lit. ` p a SR CONSULTING GROUP, INC. OVERPASS (Highway Over) UNDERPASS (Hlghwoy Under) i E'o- "'�"`�` n I, . o a� I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR if — .g n L.` a,a 2 UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 6 a BRIDGE. .. . _ .. = � ,��.r ® > . Q n p H ., ". r $ PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Kw, • A � . EN '0•.� Q Qi z00 POP. z, 1 ' IV t s1 e s' ' .,aa a., n. a m BUILDING (One Story Frame). ® r Qs _.` ,n, m'rn ^) F -FRAME C- CONCRETE E * a/ i P' , •"� ` '- 1�-, �-- ��— — —/ SIGNATURE 5 -STONE T -TILE d „va° m° - B-BRICK ST- STUCCO � °' ..ten . -� Ar�� 43920 PRINT NAME MARK C.HANSEN a n- u .� M ar� LL DATE IIC. N0. IRON PIPE OR ROD ... ... .. . n d LANDSCAPE ARBORETUM - � P w we °"' ws •" w, " w � x u P IN M1 MONUMENT (STONE, CONCRETE, OR METAL) : �� C w n + � m '' ° ' °° I PROJECT LOCATION os i .. O 0 Q 11.1 SISRIS At �° � �"°"°"� ga ""' CONCRETE STEPS ... . . © ��I: - i >�✓ ',�` lau sue , .I' tr . j ( a BORROW PIT. ... ... ... .. .a a 8 ,P I ROCK QUARRY .._. .... © Q M 0 ® g -% el t I °•" RECOMMENDED FOR APPROVAL 20..... 1. i CITY ENGINEER, CITY OF CHANHASSEN UTILITY SYMBOLS 0 2000 --"""°- ` X ~� j ' ot POWER POLE LINE — 0 g t - . •T p - A' TELEPHONE OR TELEGRAPH • � — L- ... q ` I® mum. POLE LINE - G. x JOINT TELEPHONE AND POWER ap 1 .......... "` `— �i \ ® q ap' `fin • ON POWER POLES M ON TELEPHONE POLES 0 0 ANCHOR SCALES STEEL TOWER A INDEX MAP , 5000', STREET LIGHT # GENERAL LAYOUT 100' PEDESTAL (TELEPHONE CABLE d TERMINAL) PLAN , 50' , GAS MAIN —G —G— T WATER MAIN — I I— PROFILE , 50' , , ER T — - HORIZ. VERT. CONDUIT L TELEPHONE CABLE N4 CONDUIT --T f X SECTION I HORIZ. 1 E T . +j ELECTRIC CABLE IN CONDUIT i P N TELEPHONE MANHOLE CD PLAN REVISIONS ELECTRIC MANHOLE LM BURIED TELEPHONE CABLE T -BUR— DATE SHEET NO. APPROVED BY BURIED ELECTRIC CABLE —P-BUR- -.- PROJECT LOCATION AERIAL TELEPHONE CABLE fl SEWER. (SANITARY/ > . COUNTY : CARVER L SEWER. (STORM) —PP »— • - -- .4" SEW MANHOLE — >—o- - >— rn N HANDHOLE EtrH DISTRICT ; METRO .i W a r no-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 IS UTILITY QUALITY LEVEL D. -(v o 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. run n 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 S.A.P. SHEET N0. ....1.... OF 23... SHEETS »L PLAN OR SPECIFICATION DATA FROM THIS PROJECT. 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''rj-!--,,":'-', -,-."-;. .- Ar---A-7c-- =---0:,"' -4 , ''f-' .,,- ''',,.,4*,,.:L-- 14 ' -, '-'• 1f4 ir?„‘C,;::-- '' =. , -- ---*-'-*""-it. _ , , ., ----‘->'%, OF CHANHASSEN 2 _ , ,..._ , ,47,-; Et--„„t„--oki, - ,1 1: ,---, - - ,,..-2-_ _,-,17---4,,,i'-'-;;;-:=;:',---e:- --`,.. - ; , :- -- -L - ' - .-- ': -"--'''''' CITY OF ik,-----7- I . / - 1 - ,, -: 1 i ffi', ',... w"'„' ''.------ k- „,, „ - „._. _-,--,/,,i.,i,;,- -;.-----„-- ---- - GENERAL LAYOUT 23 TR AIL _ .-_-------- , ---- , . 1 - u. 4 „ .. . --II - s- ..--, - .: ' ' _ ■ 4 _ ‘;,-; ,--.-_ , k ; ,,. = . - ING . . 41 TR . H. T. „i'X'” :1-4_, :-,t..-.1. ci - CONSuLT _ - = ' .._f" LT , -ff -2. f '-,-..,.. DRAWN BY ,*,41, - - . - _ _•,--4_433„.,\•,,-f_ - AID PROJECT NO. S. MARTINS p INC T. • 6 - - LZ •• r ,.• - IN* _ ,„, • • ',,,,_.,,.. ,-", - ' ,-; - i-te:4- - - STATE A DESIGNENDsEBNY G Roth r - 1- 4 to g p 'P"'fi"t:LI?:;isri:g X , , ri ". P"P"'id4 Licens:1P°'eitc. H ANSEN X COUNTY PROJECT NO. M.C. HA 0107237 Y under X C °' KED B .O. - ; i' - ,I. ' vr. -',, ' " = 'T ' , , •_...s, Aiii:Lk.,. - - Meer E PROJEC CHEC I hereby certliy _ r d rtf:1,1vsidclZict,g STAT RITY 1,4. DER that Lam e a the stote MARK C. H COLIN COMM. NO. LEGEND T 0N the I s o f X 4 3 9 2 0 , - ,-- L !cense . i I Date E REVISION ,n cu r - APPR Print Name. '- I an \ 7237 -0 I 01. dgn sr ..n .. ic... NO ._ \ p '----- \7237 \hi — DATE BY CKD CITY PROJECT NO. X STATEMENT OF ESTIMATED QUANTITIES NOTES ITEM ITEM DESCRIPTION UNIT ESTIMATED NUMBER QUANTITY 2011.601 CONSTRUCTION SURVEYING LUMP SUM 1 2021.501 MOBILIZATION LUMP SUM 1 2101.501 CLEARING ACRE 0.04 2101.506 GRUBBING ACRE 0.04 2102.501 PAVEMENT MARKING REMOVAL SQ FT 400 2104.501 REMOVE CURB AND GUTTER LIN FT 100 (2) 2104.503 REMOVE CONCRETE SIDEWALK SQ FT 320 2104.503 REMOVE BITUMINOUS WALK SO FT 1800 2104.509 REMOVE CONCRETE APRON EACH 1 2104.509 REMOVE DROP INLET EACH 2 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 500 2104.523 SALVAGE SIGN TYPE C EACH 2 2105.501 COMMON EXCAVATION (P) CU YD 344 2105.507 SUBGRADE EXCAVATION CU YD 200 2105.522 SELECT GRANULAR BORROW (CV) CU YD 200 2105.523 COMMON BORROW (LV) CU YD 340 (3) 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 300 2123.610 STREET SWEEPER (WITH PICKUP BROOMT - - HOUR 10 - - _ - - -_- 2123.610 1.5 CU YD BACKHOE HOUR 10 2211.503 AGGREGATE BASE (CV) CLASS 5 CU YD 230 2350.503 TYPE LV 4 WEARING COURSE MIXTURE (C) 3.0" THICK SQ YD 1000 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 10 2360.501 TYPE SP 12.5 WEARING COURSE MIX (4,F) TON 20 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (4,B) TON 20 (9) 2411.601 CONCRETE STEPS LUMP SUM 1 2501.515 18" RC PIPE APRON EACH 1 2501.561 18" RC PIPE CULVERT DES 3006 CL V LIN FT 8 2503.541 12" RC PIPE SEWER DES 3006 CL V LIN FT 16 2503.602 CONNECT TO EXISTING STORM SEWER EACH 2 2506.501 CONST DRAINAGE STRUCTURE DESIGN G LIN FT 10.5 2506.516 CASTING ASSEMBLY EACH 2 (8) 2506.522 ADJUST FRAME & RING CASTING EACH 1 2521.501 4" CONCRETE WALK SQ FT 1350 (7) 2521.501 5" CONCRETE WALK SQ FT 485 (5) 2521.501 6" CONCRETE WALK SQ FT 35 (1) 2531.501 CONCRETE CURB AND GUTTER DESIGN B424 LIN FT 350 2531.618 TRUNCATED DOMES SQ FT 180 (4) 2557.501 WIRE FENCE DESIGN 60V -9322 LIN FT 70 2563.601 TRAFFIC CONTROL LUMP SUM 1 2564.531 SIGN PANELS TYPE C SOFT 128 2564.537 INSTALL SIGN TYPE C EACH 2 2564.552 HAZARD MARKER X4 -2 EACH 2 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 400 2573.512 TEMPORARY DITCH CHECK TYPE 2 LIN FT 500 2573.530 STORM DRAIN INLET PROTECTION EACH 15 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 2 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 1000 2575.571 RAPID STABILIZATION METHOD 3 M GALLONS 5 (6) 2575.605 TURF ESTABLISHMENT ACRE 0.25 2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT 285 2582.502 12" SOLID LINE YELLOW -EPDXY LIN FT 110 2582.503 CROSSWALK MARKING -EPDXY SQ FT 270 NOTES: (1) QUANTITY INCLUDES CURB AND GUTTER TO BE REPLACED WITH PEDESTRIAN CURB RAMP CONSTRUCTION. (2) QUANTITY FOR REMOVAL OF EXISTING CONCRETE MEDIAN AND PEDESTRIAN RAMPS AT GAS STATION DRIVEWAY. (3) CALCULATION ASSUMES FABRIC TO BE USED WHERE POOR SOILS ARE ENCOUNTERED THROUGHOUT PROJECT. (4) FENCE TO INCLUDE TOP AND BOTTOM RAILS, AND TO BE CONSTRUCTED PER DETAIL SHOWN IN THE PLANS. (5) QUANTITY FOR CONCRETE MEDIAN NOSES PER MN /DOT STANDARD PLATE 7113. (6) REFER TO THE CONSTRUCTION SOILS NOTES FOR SEED AND FERTILIZER RATES. (7) QUANTITY FOR PEDESTRIAN RAMPS. ° (8) QUANTITY FOR ADJUSTMENT OF SANITARY SEWER MANHOLE ALONG EAST SIDE OF T.H. 41. (9) CONTRACTOR TO REFER TO PLAN DETAIL AND SPECIAL PROVISIONS FOR CONCRETE STEP REQUIREMENTS. (P) DENOTES PLAN QUANTITY. M N t 0 a 0 I hereby certify that this plan, specification, or report S TATE AID PROJECT NO. DRAWN BY y X CITY OF CHANHASSEN N was prepared b ma or under my direct supervision and S. MARTINS SHEET th at I am a duly Licensed Professional Engineer under X DESIGNED BY CONSULTING a + the laws of the State of Minnesota. °o Print Name: M ARK C. HANSEN STATE PROJECT NO. M.C.HANSEN S TATEMENT OF ESTIMATED QUANTITIES 3 o _ CHECKED BY A OF n �� NO DATE BY CKD APPR REVISION COUNTY PROJECT NO. M. GERRIT GROUP, RO UP, INC. I " 1 TRA I L 2 3 - .. . \7237 \hi -mu \plan \7237_est01.dgn Date License u 43920 CITY PROJECT NO. X COMM. NO. 0107237 • CONSTRUCTION /SOILS NOTES CONSTRUCTION /SOILS NOTES (;RAnTN(;, RASF ANn SIIRFACF MTSCFJ t ANFn1IS 1 TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. 21 WHERE SEDIMENT DEPOSITS IN WATERS OF THE STATE THE MATERIAL MUST BE REMOVED IN 7 DAYS. 2 SUITABLE GRADING MATERIAL ON THIS PROJECT, WHETHER OBTAINED LOCALLY OR FROM BORROW, SHALL CONSIST 22 ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC OF ALL SOILS EXCEPT TOPSOIL, DEBRIS, PEAT, MUCK AND ORGANIC OR OTHER UNSTABLE MATERIAL. CONTROL DEVICES, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. 3 UNSUITABLE MATERIALS ARE TOPSOILS, DEBRIS, PEAT, MUCK AND ORGANIC OR OTHER UNSTABLE SOILS. 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. 4 GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.2B1. SELECT GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.2B2. 24 WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN, IT SHALL MEAN THIS WORK WILL BE INCIDENTAL FOR WHICH NO SELECT GRANULAR MATERIAL MODIFIED IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.2B, MODIFIED DIRECT COMPENSATION WILL BE MADE. TO LESS THAN 5 PERCENT PASSING THE NUMBER 200 SIEVE. 5 STRIP TOPSOIL FROM AREAS TO BE DISTURBED BY CONSTRUCTION - REUSE - AS - SLOPE DRESSTNG 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. THE FOLLOWING STANDARD PLATES APPROVED BY THE DEPARTMENT OF TRANSPORTATION - — - - -� - FLUERA_ HIGH Pl41 ADMTFIISTRIiTION --- 8 COMPACTION OF THE GRADING AND AGGREGATE ITEMS SHALL BE BY THE "QUALITY COMPACTION" METHOD. MN /DOT STANDARD PLATES 9 THE BOTTOM OF ALL SUBCUTS SHALL BE SHAPED AND COMPACTED BY THE "QUALITY COMPACTION METHOD ". THE CONTRACTOR PLATE NO. DESCRIPTION SHALL USE A MINIMUM OF 4 PASSES OF AN APPROVED COMPACTION DEVICE. 4006 L MANHOLE OR CATCH BASIN 4143 E STOOL GRATE & CONCRETE FRAME 10 WHERE CONNECTING TO THE INPLACE ROADWAYS AT THE TERMINI OF PROPOSED CONSTRUCTION, CUT VERTICALLY TO THE 7036 F PEDESTRIAN CURB RAMP (FOR THE HANDICAPPED) BOTTOM OF THE INPLACE SURFACING OR TO THE BOTTOM OF THE NEW SURFACING, WHICHEVER IS DEEPER, THEN 1V:20H TO 7100 H CONCRETE CURB & GUTTER (DESIGN B AND DESIGN V) THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION, UNLESS OTHERWISE NOTED. 7113 A CONCRETE APPROACH NOSE DETAIL 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 -1H) 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. RFUnVA1 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. TIIRF FSTARI TSHUFNT ANTI FRQSION CONTRn1 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 8 70 POUNDS PER ACRE, TYPE 1 MULCH ID 2 TONS PER ACRE, DISK ANCHORED, AND FERTILIZER TYPE 322-5-10,80% W.I.N. OZCL B 350 POUNDS PER ACRE. ti 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. 0 I hereby certify that this pion, specification, or report STATE AID PROJECT NO. DRAWN BY wos prepared by me or under my direct supervision and X S. MARTINS CITY OF CH ANH ASS EN SHEET that I am a duly Licensed Professional Engineer under } the Iowa of the state of Minnesota. x DESIGNED BY CONSULTING 4 °oo $ Print Name: MARK C. HANSEN STATE PROJECT NO. M.C. HANSEN CONSTRUCTION /SOILS NOTES AND STANDARD PLATES NO COUNTY PROJECT NO. CHECKED BY G INC. I T.H. 4 �. TRAIL OF c NO DATE BY CKD APPR REVISION X M. GERRITY NC, 23 L .., \7237 \h -mu \p Inn \7237 scn01.dgn Date Llcense s 43920 CITY PROJECT NO, X COMM. 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N w o m u) m m --I E TRAIL �, -, MIL 5' 5' 5' 5' AMMINISNI ® 0 ME Ma NMI EOM alt © .�� 'IIY Mir �e ® 1 Si� `-• 0.02 — �������„ , - - -< 6" TOPSOIL 6" TOPSOIL " — ^ A a is 0 N `.. 3.0' BITUMINOUS WEAR COURSE 4' CONCRETE WALK MN /DOT SPEC. 2360/2350 LVWE 45030B 1' ---.1 -o- 1.-1' V (CV) CLASS EC 522 AGGREGATE BASE 4• (c CLASS 5 AGGREGATE BASE DETAIL A COMPACTED SUBGRADE COMPACTED SUBGRADE (INCIDENTAL) COMPACTED SUB (INCIDENTAL) (INCIDENTAL) TYPICAL SECTION DETAIL A DETAIL B TH 41 TRAIL TYPICAL TRAIL SECTION 4' CONCRETE MEDIAN 2� 2' VAR. 2' 2' CONC. MEDIAN SAWCUT BITUMINOUS PAVEMENT "1111110' SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) (FULL DEPTH) EXISTING T.H. 41 PAVEMENT B424 C &G B424 MG TACK COAT MN /DOT SPEC. 2357 O3 • EXISTING T.H. 41 PAVEMENT 2.0' TYPE SP 2.5 BITUMINOUS WEARING ® . VAR. , COURSE MIXTURE SPWEB440F MNDOT SPEC 2360 1m ...= • COURSE MIXTURE SPWEB440F MNDOT SPEC 2360 I� �.�, , r11111. 2.0' TYPE SP 12.5 BITUMINOUS NON- WEARING 1: N v COURSE MIXTURE SPNWB440B MNOT SPEC 2360 2.0' TYPE SP 2.5 BITUMINOUS NON- WEARING COURSE MIXTURE SPNWB440B MNOT SPEC 2360 DETAIL C 1 DETAIL B 1' DETAIL C CLASS AGGREGATE BASE CLASS 5 MNDOT SPEC 2211 GRADING GRADE DETAIL C TYPICAL SECTION T.H. 41 PATCHING DETAIL TH 41 MEDIAN NOTES O PROFILE GRADE S TO W THE PROFILE MUST BE APPROVED GUIDANCE BY ENGINEER. c O SLOPE TRAIL TO THE INSIDE OF ALL CURVES. 0 -1 ® GUTTER SLOPE TO MATCH EXISTING PAVEMENT CROSS SLOPES. • rn ® SIGNS TO BE INSTALLED 3' FROM EDGE OF SIGN TO EDGE OF TRAIL (SEE MMUTCD). CONTRACTOR TO PROVIDE A 3' CLEAR AREA FROM EDGE OF TRAIL. ALL OBSTRUCTIONS o (INCLUDING VEGETATION AND PLANTINGS) SHOULD BE CLEARED AWAY UNLESS UNIQUE c PHYSICAL CONSTRAINTS EXIST, AS DETERMINED BY THE ENGINEER. ■ ti I hereby certify (hot this plan, specification, or report STATE AID PROJECT NO. DRAWN BY SHEET t w as prepared by me or under my direct supervision and X S MARTINS CITY OF CH AN H ASS E N that I am a duly Licensed Professional Engineer under a } the lows of the State of Minnesota. STATE PROJECT NO. DESIGNED BY CONSULTING 6 c Pr lnt Name: MARK C. HANSEN COUNTY PROJECT NO. M.C. HANSEN T P 41 E TRAIL OF - CHECKED BY Criia N O DATE BY CKD APPR REVISION X M. GERRITY G ROUP S INC. OF -� - ... \7237 \hi -mu \plan \7237_tsOl.dgn Date License z 43920 CITY PROJECT N0. X COMM. NO. 0107237 ROUND OUT CUT 1' 0" 18' 0" MIN. 1' 0" P.I. B� P.I. TRANSITION - w \ 4 '± J (= / III o — (� ROADWAY �{ CONSTRUCTION f•20t (DESIRABLE a 30^ / 7 I r l I k_./ [ 1 LIMITS ---.-1 r— R/W LINE ° TOP OF — — — I ---.-1 I I \ 5' 5' 1 ‘I's.?' 1:6 VAR. I f — — — ° BACKSLOPE \\ o L. I \\ � ROUNDING SHOULDERS AND BACKSLOPES a ti ti > W — — — ti ti N m IA — — — — 111 111 III 1 — — — �,— :::i:::> J cc CONTOURING ROAD CUTS — — — 111$ - — \ — I STAGGER JOINTS Q OF DITCH -\ II � = ROADWAY PLAN VIEW 111101111114111 _ o 0 5' 5' illOplummm Ol IMO 1111111111111 '3 i== - 1 GROUND LINE Q DITCH I �. ///- NORMAL DITCH BOTTOM 1' 0" '- P.I. B -J P.I. 1' 00" SLOPE < 1/2 / /FT. 1 / l STAGGER JOINTS - T � - � - - - - PLAN VIEW SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES _ ', _ 1- O w 8' 0" DESIRABLE EXTEND SOD AT 12'INTERVALS Z 1' 0" 18' 0" MIN. SOD WIDTH 1' 0" 1' 0" [ 7:(-3: " VARIABLE WIDTH 12' - 20' 1 1' 0" EXTEND SOD AT 12' INTERVALS NORMAL . „---, - �/ ` 0 P.I. I VARIES SEE TYPICAL SECTIONS BACK SLOPE SODDED DITCH CROSS SECTION � I _ T— UM AGGR NO EGATE US SHOULDER SHOULDER 1ST STAGE CONSTRUCTION WHERE FRONT OR BACK SLOPE IS FLAT (LESS THAN 1 /2 " /FT.), _ - - - BIT 1 " (WHEN SOD IS PLACED) 2ND STAGE CONSTRUCTION FIRST NOTCH DITCH AND THEN PROVIDE ROUNDING. fi = SOD OR SEED & MULCH ••������ �� � TOPSOIL SECTION A -A / /iC\ 3" MIN. TOPSOIL THEORETICAL DITCH GRADE ' --- FLOW TOP OF BACKSLOPE APRON SHAPING AND TOPSOILING INSLOPES FINISHED DEPRESSED CPL ow - - - - BACKSLOPE 10 VARIABLE r— EXTEND SOD Q OF DITCH FLOW SODDED DITCH GRADE CR1(S - - -� 3" MIN. INTO EXTEND SOD PAST _ TOPSOIL APPROX.8 TOE OF ME -- _ �s - � BACKSLOPE FLV ,% FLOW ___-' � — EXTEND SOD -- 3" MIN. INTO DITCH PROFILE � �0---."--- TOPSOIL 0 6' 0" MIN. - ° - 1' FINISHED DEPRESSED SODDED FLUME TOP OF SOD EVEN SODDED DITCH DETAILS ROADWAY SHOULDER CURB WITH TOP OF CURB SECTION B -B c TOP OF TOPSOIL 1 INCH SODDED FLUME DETAILS BELOW TOP OF CURB SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED NOTES: STANDARD SHEET NO. TITLE: SEE SPEC. 2575.3 FOR ADDITIONAL INFORMATION. 5- 297.404 PERMANENT EROSION CONTROL Qi CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. STANDARD APPROVED: ALONG ROADWAYS, DITCHES AND FLUMES 6 NOVEMBER 20, 2002 STATE PROJ. NO. (TH 41) SHEET NO. 7 OF 23 SHEETS -- -., L 24" CONSTRUCT DIVERSION MOUND PUBLIC ROAD MIN. FROM MATERIAL OBTAINED 18" MIN. L______n INLET APRON INSTALLED FROM ROADWAY CUT CONSTRUCT TEMPORARY BERM c. ROADWAY IN TEMPORARY BERM FL �W � ��i � i i�� GROUND LINE 10" DIA. FLEXIBLE V AR.. 1° �. • . ∎ Juk - Al . DESf ____ ������� °��` PLASTIC DRAINAGE PIPE r— RADIUS AS \ ° I� � - J REQUIRED / r '' WIRE PIPE TO TWO 2" X 2" /I • ( 1 DO NOT CONSTRUCT DITCH Bg OkSCOp WOOD 0 STAKES EMBEDDED 10" MIN. IN \_ i GROUND , z 6" MIN. DEPTH F m OF 1" TO 2" 6,-0" , �e 20' MIN. : ° ; CRUSHED ROCK DIVERSION MOUND a �a�' DESIGN GUIDELINES: STORM FREQUENCY: 10 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 5 ACRES PROVIDE RIPRAP AT OUTLET WI MAXIMUM DIVERSION: GRADE 5% TEMPORARY DOWN DRAIN ON FILL SLOPE DESIGN GUIDELINES: STORM FREQUENCY: 2 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 3 ACRES ENTRANCE WIDTH AS REQUIRED ROCK CONSTRUCTION ENTRANCE ® SEDIMENT • EXCAVATION ° 5 MATS CONSTRUCTION AREA DRAINAGE WAY AREA ° °° L EDGE OF STREAM B •�� �� �: : BALES PLACED ON 3 Q • • • • • • �0000���000�� EDGE, BUTTED TIGHT • • • • 2' �0000� , STAKE AT 4' INTERVALS '0000��!. ° ▪ • �....�. _--..dI I TWINE OR WIRE 1 ° 1 1111 ° ° ; ^��_� � �► ♦....�....♦ Y ""�._.` ►.till,► L ° INSTREAM ° , ° t∎ ■ ∎ ��..��...; -4 i Cif " ! - ■ " " '" I ' / PLAN • • DISTURBANCE• • ∎ CRITICAL RESOURCE (WETLAND ETC.) ■ ���������� E " FLOW • ° • 11111 • . o �������������������1 ■ ■ iiii 4' MIN. DOWNSTREAM COVERAGE OF �������������������� Q STREAM FLOW ° ° • ° ° ° ��.�.�.�.��;��.�.�.I: SEDIMENT MATS FOR EACH FT. /SEC. OF j - ��..�.������������� WATER VELOCITY ° • ° • ° ° • ° • ° • ° ° 2' c L 1 1% MIN. REVERSE GRADIENT EDGE OF STREAM EXCAVATION -- • BALE BARRIERS SECTION B -B . , • • AREA o . , TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS SEDIMENT TRAP DETAIL PLAN VIEW NOTES: SEE SPECS. 2573,3892,& 3894. Will ® ROCKS AT ENTRANCE CLEAN WORKSITE MUD OFF OF TRUCK TIRES BEFORE -- TRUCKS ENTER MAIN ROAD. KEEPING MUD OFF THE ROAD WILL PREVENT AUTO 6" MIN.OVERLAP FLOW .. Q iaeL DAMAGE AND KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE SYSTEMS AND BIM WETLANDS. GEOTEXTILE MAY BE PLACED UNDER THE ROCK TO KEEP ROCKS iiiiiii SEPARATE FROM SOIL. — — FLOW -- - — 0 1- 4 „ Q W = 10 FT. MIN., 20 FT. MAX. / /iC\ / /iC\ /4C\ 6" STAPLES AT 1' -0 C. OD = 2 FT. STREAM B 18" MIN. DEPTH EMBEDMENT METHOD BLANKET METHOD (i)TWO 2 IN. X 2 IN. WOOD STAKES OR REINFORCING BARS IN EACH BALE 6 INSTREAM DISTURBANCE EMBEDDED 10 INCHES MINIMUM IN THE GROUND. SECTION A -A BALE BARRIER DETAIL 5Q PLACE A CATEGORY 3 EROSION CONTROL BLANKET, 6 FT. WIDE MINIMUM, APPROX.BALE SIZE: 14" X 18" X 36" LONG OVER THE BALE INSTEAD OF TRENCHING. 8 © THIS DETAIL MAY NOT BE ACCEPTABLE FOR WORK ON PUBLIC WATERS,SEE E SEDIMENT MAT ® GENERAL PUBLIC WATERS PERMIT (GP) 2004 -0001. L TYPICAL STREAM BED INSTALLATION 7Q LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE. STANDARD SHEET NO. TITLE: N DESIGN GUIDELINES: 5- 297.405 (2 of 4) . MAXIMUM FLOW VELOCITY: 5 FT./SEC. S TANDARD APPROVED: TEMPORARY SEDIMENT CONTROL 00 o MAXIMUM FLOW DEPTH: 2 FT. SEPTEMBER 27,2006 MISCELLANEOUS DETAILS " Q ° STATE PROJ. NO. (TH 41) SHEET NO. 8 OF 23 SHEETS .- -. L CATEGORY 3 0 POINT "A" 01 EROSION CONTROL POINT " A ,� O1 POINT PRINT 4, 4" X 4" TRENCH BACKFILLED OVER ���� ��� • • �0• EROSION CONTROL BLANKET \ POIB 2' 6" - • �•��.f�•!��•�• �.••� P" AT 0 + ` 0 •���.��.���� GEOTEXTILE FABRIC LINER TYPE IV (SPEC. 3733) 1 -• ` ALONG BOTTOM OF RIPRAP 120 k AO CROSS SECTION (ROCK WEEPER AND ROCK CHECK) 1 , TAKE 'NIAll y �, _ 2' 0' INSET A 8 ", 11 GA. STAPLES 1/2 1:2 SLOPE '1 I SPACED 1'0" ON CENTER STRAW OR WOOD FIBER / INSET A .••'''°� *•� �•��� 6 "TO 7" DIA. ROLL ENCLOSED IN 2' 0" � • �� � • 0 DITCH WATER 2 ' 0" {i* •:.. DITCH WATER ••: ;i* • � PROFILE • PROFILE PLASTIC OR POLYESTER NETTING ------"- FLOW FLOW ii�i.iN�_��• .!i• 4X 4K\ TYPE 3: BIOROLL BLANKET SYSTEM DITCH CHECK r 8' 0" 1 GEOTEXTILE FABRIC LINER / 5 ' 0 " TYPE 5: ROCK WEEPER TYPE IV ALONG BOTTOM TYPE 7: ROCK CHECK PROFILE VIEW 03 OF RIPRAP PROFILE VIEW 4" X 4" TRENCH BACKFILLED OVER i APRON TYPE 5: ROCK WEEPER AND 1" X 2" X 18" LONG WOODEN STAKES AT EROSION CONTROL BLANKET (SPEC. 3885) O POINT "A" 01 4 TYPE 7: ROCK CHECK DITCH CHECKS 1'0" SPACING MAXIMUM. STAKES SHALL BE /IBN:T USE ON ROUGH GRADED AREAS DRIVEN THROUGH THE BACK HALF OF THE 8 ", 11 GA. STAPLES BIOROLL AT AN ANGLE OF 45 DEGREES WITH SPACED 1'0" ON CENTER AND WHERE THE UNITS OVERLAP THE TOP OF THE STAKE POINTING UPSTREAM. � i PROVIDE 8" TO 10" OF EMBEDMENT DEPTH. ` � BIOROLL ti o � 45' � FLOW `A 7�G1 ___---.10,- 8" - 10" EMBEDMENT DEPTH "Al i � 8" TO 10" H X 20" 1 :::. TRIANGLE SILT DIKE 7'0" UNITS BIOROLL STAKING DETAIL TYPE 6: GEOTEXTILE TRIANGULAR DIKE DITCH CHECK POINT "A" 01 Q DITCH POINT "A" 01 4' MAX. POST SPACING I 24" MIN. `!i r 1 { POINT "B" EMBEDMENT I POINT POINT .B. "A" O NOTE: `1111111 T� .∎ THE AMOUNT OF SILT FENCE " k ABOVE GROUND SHOULD BE I V moo~ ` " BOTTOM OF UPPER CHECK SHOULD BE SAME 24 "TO 28 ". WHEN SEDIMENT BUILD UP ELEVATION AS THE TOP OF THE LOWER REACHES 8 "TO 9 ",THE SEDIMENT CHECK TO PROVIDE FOR POOLING. MUST BE REMOVED. EXTEND THE FENCE UP .q�. „ THE MACHINE SLICE 1; „ 12” BACKSLOPE 70 PREVENT FLOW 8 TO 12 DEPTH i••••� i • STAKE AROUND THE END OF THE SILT FENCE ::; tii•c•;':1•,k4. • FLOW TYPE 1: SLICED IN SILT FENCE DITCH CHECK _® •� NOTES: STRAW OR WOOD FIBER _/ • ; .;: SEE SPECS. 2573, 3601, 3733, 3885, 3886 & 3889. .; ∎: 6" TO 7" DIA. ROLL ENCLOSED IN �:.�; PLASTIC OR POLYESTER NETTING SPACING (Y)DETERMINED Y �I APPROXIMATE SPACING BETWEEN EACH DITCH CHECK SHOULD BE DETERMINED FROM THE FOLLOWING SPACING FORMULA: BY FORMULA (SEE NOTES) H DITCH CHECK HEIGHT (FT) TYPE 2: BIOROLL DITCH CHECK APPROXIMATE SPACING OF DITCH CHECKS (FT.). Y = CHANNEL SLOPE X 100 USE ON ROUGH GRADED AREAS 01 POINT "A" MUST BE A MINIMUM OF 6 INCHES HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DITCH CHECK SPACING ® DIKE AND NOT AROUND THE ENDS. a 02 CLASS I- IV RIPRAP (SPEC. 3601) WITH GEOTEXTILE FABRIC LINER, TYPE IV (SPEC. 3733). GENERAL DESIGN GUIDELINES 03 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. a DITCH CHECK TYPE SILT FENCE BIOROLL BIOROLL BLANKET TRIANGULAR DIKE ROCK WEEPER ROCK CHECK ® PERMANENT ROCK DITCH CHECKS PLACED WITHIN THE CLEAR ZONE WILL NEED TO BE 18" OR LESS IN HEIGHT. 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. A 1:6 APPROACH AND DEPARTURE SLOPE SHALL BE PROVIDED. 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: 0% - 0.5X 1.5% - 3% 1.5% - 3% 1.5Z - 2.0% 3% - 5% 3X - 5% STANDARD SHEET NO. MAX. DRAINAGE AREA: 1 ACRE 2 ACRE 2 ACRE 4 ACRE 4+ ACRE 4+ ACRE 5- 297.405 (3 OF 4 ) TEMPORARY SEDIMENT CONTROL STANDARD APPROVED: DITCH CHECK /BARRIER 00 ° S EPTEMBER 27, 2006 No M ;% STATE PROJ. NO. (TH 41) SHEET NO. 9 OF 23 SHEETS INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH 3/16" THICK (MIN.) FLAP POCKET STEEL COVER --...., i 2.. �� c P' IP ®- P OLYETHYMENER 0 7 • -• I ENDS SECURELY CLOSED TO ) C ,� I I ','..:1 PREVENT PREVENT LOSS OF OPEN GRADED o - 0 ..f-:Y ' .:4i FILL. SECURED WITH D=2"---_,,, O C� 1 � / / 11 50 PSI, ZIP TIE. N //' /� 0 0 I ;: j� / ) 1 2 " / � %% B UTT JOINTS 6" �� 0 ._ A i 8 USE REBAR OR STEEL ROD TUB RISER ��� � ` _,�`� • FOR REMOVAL (FOR INLETS �`� / 441114‘W , ' 41 ..;. 4 " WITH CAST CURB BOX REPLACE T �0� /�` /16" THICK (MIN.) Vii. ROD WITH WOOD 2" X 4 "). •� � STEEL PLATE 1 *;!"?'? ___I Ii EXTEND 10" BEYOND GRATE 12 " W ON BOTH SIDES,LENGTH / �© w . Y ADJUST LEVEL OF FILTER MINIMUM DOUBLE , ' ' SOCK TO BE BELOW ROAD PE VIEW STITCHED SEAMS ALL I r .f ( VARIES.SECURE TO GRATE WITH SURFACE ELEV. O AROUND SIDE PIECES • ' WIRE OR PLASTIC TIES w AND ON FLAP POCKETS . f ' - ...: "j V i w 3/16" THICK (MIN.) : `' t- STEEL PLATE V. FRONT, BACK, AND I • _ - BOTTOM TO BE 11 OVERFLOW HOLES (2" X 4" HOLE SHALL ' +," Y^ , _ lI �� MADE FROM SINGLE i BE HEAT CUT INTO ALL FOUR SIDE PANELS) _ _ •,_ PIECE OF FABRIC. I ROCK LOG /COMPOST LOG = — � 0 0 ( — i 1 — .. ---- - • , • i No:000000000 _:III II d /LBERISE RJ I I I I • IIII - FILTER BAG INSERT ® SECTION SECTION (UP POSITION) (DOWN POSITION) (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) 2.5' MAX POP -UP HEAD SPACING 5' MIN. LENGTH POST DROP INLET WITH GRATE 40 40, - 36" GEOTEXTILE Q1 ,, • :* : .' , .::: •. i NOTES: SEE SPECS. 2573, 3137, 3886 & 3891. PLASTIC ZIP TIES 4 ,0 •: (50 LB TENSILE) ^` is MANUFACTURED ALTERNATIVES LISTED ON Mn /DOT'S APPROVED PRODUCTS LIST GEOTEXTILE IN PLACE �I MAY BE SUBSTITUTED. ON ALL POSTS i ', �� ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH N 1 TYPE 9 MULCH � . � l O,• DIRECTIONS, MEETING SPEC. 3886. ° ac .-•.-•` ' 4'( 1 ( ‘ ` ! fre•-. !v TYPE 9 MULCH 0 �' ® FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 0 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. N 4 o0o0o0o0o00000000 0 l �. s � ..`' 4 . I ' GROUND LIN i , 0 0 0 0 0 0 0 0 0 0 0 0 0 000 ° 10 0 0 0 0 0 0 0 0 0 0 2 :" 1. , 0 t►�• i 1� Q �► ® INSTALLATION NOTES: X . 1' ` • � ' : , � = <i y VC§ `► _ 0 g Q� O DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, 0 0 0 0 0 0 0 0 0 Y T . • l i ` I.- !d ::),.." ! - � v MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE 0000000000 Nz .C°O � CJ w% 0 0 0 0 0 0 0 0 0 o w • 4, O I O y r . „. i d � w '/ INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN 0000000000 0m N. f � p F Op J THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. • FLANGES z 1 2” ' • JSCE aAP'��Ib WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, CATCH BASIN/ mm `� � 1 w o= .'Q a Pica y- TO ACHIEVE THE 3 INCH SIDE CLEARANCE. • MANHOLE _ J - - GEOTEXTILE ANCHORAGE `' ` I 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. o 0 SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE " SEDIMENT CONTROL INLET HAT 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 NOTE: AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE THE SEDIMENT CONTROL BARRIER SHALL BE A METAL SILT FENCE RING AND ROCK FILTER BERM CONFORMING TO SPEC. 3137 TABLE 3137 -1; CA -3 GRADATION. OR PLASTIC /POLYETHYLENE RISER SIZED TO FIT INSIDE USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1:3 or LESS STANDARD SHEET NO. TITLE: THE CATCH BASIN /MANHOLE; HAVE PERFORATIONS TO ALLOW 297.405 (4 OF 4) TEMPORARY SEDIMENT CONTROL FOR WATER INFILTRATION;HAVE AN OVERFLOW OPENING, - o FLANGES AND A LID /COVER. STANDARD APPROVED STORM DRAIN INLET PROTECTION 02 a z. SEPTEMBER 27, 2006 _N - ° STATE PROJ. NO. (TH 41) SHEET NO. 10 OF 23 SHEETS .8DC.81 DI -£M O 2 4 • X24` Zs b PROPOSED in o TRAIL w x M MOTOR EH d - io ,81X,91 dogs rma s = ` % z '()' in 3 I-RI 41 3 Z. co N 4 0 (1- ,` 300' 10' -0" MAX. -.0 CENTER TO CENTER LINE POST END POST/ ® 30 ALTERNATE LINE POST PULL POST ANCHORAGE ROAD TOP RAIL I. ®® ' WIDTH VARIES E ' .♦ . ... ♦ ♦ . ..♦ ♦ ♦ ♦ ..♦. (.. ♦. II t I i ! X 10' STRIPE - 3' GAP (WHITE EPDXY) ' CHAIN LINK FABRIC ® GENERAL NOTE ALL SIGNS AND PAVEMENT MARKINGS tO ! SHALL CONFORM TO THE LATEST u l VERSION OF THE MMUTCD. BOTTOM RAIL W f X' ® V� �� ���A 10 0T ��: ∎ k 300' k i■� i \ � —A / NOTES: N a m — 6.: 18'RI -1 X16' M 3. I i 2 -6 3. m ; % s. �e ()NOTES: PEDESTRIAN RAMP DETAIL BELOW. 4� -6 - O f �, l PR AIL ° 1 0 .4ZX,bZ t7 CONCRETE £ - 5a 12' FOOTING *- 6' TYP. y 0. (TYP.) a O W3 la IB'XIB' WIRE FENCE DESIGN VINYL COATED TYPE I PEDESTRIAN CROSSING WIRE FENCE NOTES CI BONDED VINYL COATED - 'BLACK', GALVANIZED. • 0 TERMINAL POST 8' END, CORNER OR PULL POST: 3' O.D. GRADE A BONDED VINYL. • EXISTING /PROPOSED • 0 LINE POSTS SHALL BE 2 -1/2' O.D. GRADE A BONDED VINYL FOR 60' HIGH FENCE. BITUMINOUS TRAIL . • ' END OF CONCRETE ® TOP AND BOTTOM RAIL SHALL BE 1 O.D. GRADE A BONDED VINYL. • • • . 5' CONCRETE WALK 50 ALL FITTINGS, TIES, LOOP CAPS, AND COMPONENT PARTS SHALL BE VINYL COATED - 'BLACK'. . .. TRUNCATED DOMES: TRAIL WIDTH x 2' 6 CHAIN LINK FABRIC SHALL BE 2' MESH FOR 60' HIGH FENCE WITH KNUCKLED (SEE CONSTRUCTION PLANS FOR LOCATIONS, CONCRETE PLACED SELVAGE TOP AND BOTTOM, AND CONFORM TO REQUIREMENTS OF AASHTO M 181 TYP IV. z . ' BELOW TRUNCATED DOME PANELS o ' _ • SHALL BE CONSIDERED INCIDENTAL 0 FABRIC SHALL BE TIED BELOW TOP RAIL AND ABOVE BOTTOM RAIL EVERY 12'. TO THE PAY INCLUDED FOR • •TRUNCATED DOOMEME S) © FENCE SHALL BE GROUNDED. ao,444o44,444 3' -0' TRAIL WIDTH 3' -0` CURB I AND CONCRETE $ PLAN VIEW 0 v m M PEDESTRIAN RAMP c, 0 n E j , I hereby certify that this plan, specification, or sport STATE AID PROJECT NO. DRAWN BY N was prepored by me or under my direct s pervision and X S. MARTINS CITY OF CHANHASSEN SHEET thot I am a duly Licensed Professional Engineer under a + the laws of the St ate of Minnesota. DESIGNED BY STATE PROJECT NO. M ISCELLANEOUS DETAILS `oo $ Print Name: MARK C. HANSEN X M.C HANSEN CONSULTING 11 a COUNTY PROJECT NO. CHECKED BY T. H. 41 TRAIL OF W N O D ATE BY CKD APPR REVISION X M .GERRITY GROUP INC 23 �i �:.., ... \7237 \hi -mu \p Ian \7237_sd0l.dgn Date Licensee 43920 CITY PROJECT NO. X COMM. NO. 0107237 4" THICK CONCRETE WALK - Adi DOWEL TO STAIRS 12" O.C. 1 1/2" O.D. PIPE T.S. 1035.80 T.S. 1035.90 RAIL • W vi _ L0 4a o cc 4" THICK N CONCRETE WALK - w DOWEL TO STAIRS n 12" O.C. BOTH SIDES 1 _ 1 -1 ---- GENERAL RAILING NOTES: 1. CONTRACTOR TO SUBMIT DETAILED SHOP DRAWINGS D� Nl FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION. 2. RAILINGS AND FITTINGS TO BE GALVANIZED AND 5'-0" v++I PAINTED AND TOUCH UP PAINTED IN THE FIELD PER ,- SPECIFICATIONS. 3. RAILING TO BE ASTM A500, GRADE B. 4. CAULKING SHALL BE PER SPEC. 3731. ----. 5. REFER TO SPECIAL PROVISIONS FOR RAILING FINISH. a w CORE DRILL CONCRETE FOR HAND 1 1/2" O.D. PIPE in RAIL POSTS - 6" MIN. RAIL EMBEDMENT FILL ALL VOIDS - 4 y: v WITH NON- SHRINK GROUT, TYP. / 2' -10" • <,a a:41 a :, g #4 EPDXY COATED is 4 a °'< 4 4;.v 4" THICK a -------2 o' o- o .° ./ i_• — CONCRETE WALK - w NOSING BAR, CONT. o' a . p — II I_ DOWEL TO STAIRS N a re / 4" THICK CONCRETE o v , o, a ° a � a ° 12" O.C. BOTH M WALK DOWEL TO PITCH TREADS 1/4" — ;• ,. 4 a , ,. O w11I — II SIDES • SIDES \- PER FOOT TO DRAIN , -a a ° v - a . : ° .°'';‘; • ° ._:_A2.) _4 ;'o . °' o a ° — 1 STAIRS 12" O.C. BOTH I ! ^ °a. °�....-;.• �:�,:a. ;:i ^• • ... . . •• I � , �. ° — III — I I1 — — I .::i' I <: : ::. i I : ...�.....i:' 7 III - III - III -III -I i' -0" 1' -2 "y p I o 0 °• .- o 0 0' III I I -I I7 ° \ \ =° . < � �a : ° r a _ _ z' -o° , -° � ' a i I — i i I — I i I - 1 i I I (TYP) II — II I l l I III — I II ` °,, I1= -D" r. o 4. 4 •• • • 44 ----11 II —I I — III — III — I I '° �- I I I ° ` . . 4 I I ° .. 4 ° ° —III - 1 I I— III —III —I NI ° o :: = 1 ! Imo I — I I �_� �_� �_� I.: 5' • -a ° T, . o ° ';: r ic: :r, . `.: : >: ; I I 1 =1 l 1 = 1 I I -111= `: < a 4 . 3��� GI-6" 1 3 ., — .,° a ; . < : ° 4�a j 11_j e4 __i i iii = iii = iii = • 6,5" ° c. 4• .. 4 - a ° ro a 4 III —I I I —I I I —I I I I I c a ° 4 I I I • • 0 4 4.'- • 4 G - Ti a d 4 0^ 4 ° v � I I 4 ° a; O 4' I I I I —I I - - -.i ----1.-0" W • f ° a o a III —I I —� I I - III I I III- P. I. P CONCRETE tn 1.-6" 111 III — iii 1 I •. c� .e - a III 1 l I I I 1 I I I_ STAIRS (3743 ) 1 =II1= III =1II 9; c4.°4 .e I = 111— . I p I III - #4 EPDXY COATED ¢ —I o -1' 0" WAYS, TYP, O. C. BOTH w 11 I -111 —III -I 1' n COMPACTED SUBGRADE ` X 1 'X B.S. 1018.50 B.S. 1018.40 SECTION A 4" THICK CONCRETE WALK - DOWEL TO STAIRS 12" O.C. E. 9 0 N 0 ,4 EN ' PLAN VIEW 0 3. i E i I hereby certify that this plan, specification, or report STATE AID PROJECT N0. DRAWN BY N was prepared by me or under my direct supervision and X D.FITCHORN CITY OF CHANHASSEN SHEET that I am a duly Licensed Professional Engineer under X } the laws of the State of Minnesota. DESIGNED BY STATE PROJECT NO. CONSULTING 12 " a m Pri Name MICHAEL McGARVEY X M.MCGARVEY SC LA S A S .926 - COUNTY PROJECT NO. CHECKED BY T.H. 41 TRAIL OF nian NO DATE BY CKD APPR REVISION - L ... \7237 \hl -mu \plan \7237_sd02.dgn Dote License a 2621 CITY PROJECT NO, x COMM. 140. 0107237 X 0 100 200 scale In fleet . T.H. 41 TRAIL 375 SA1 ��� SCOL1 370 6y � '' — 61 ,�' GgSl 610 , GAS1 1 -_ 'g_ 1 _1. - I ._ 1. —1_— 365 HI Q T.H. 41 HORIZONTAL CONTROL COORDINATE SYSTEM IS CARVER COUNTY NAD 1983 (1986 ADJUSTMENT) VERTICAL CONTROL ELEVATIONS BASED ON NAVD 1988 o SURVEY CONTROL POINTS POINT NAME X- COORDINATE Y- COORDINATE ELEVATION a v GAS1 548080.903 190959.364 1011.74 c HIGH1 548088.705 190313.239 1044.02 M SA1 548120.223 191529.356 998.46 SCHOOL1 547951.488 190509.983 1018.91 c 0 n I 2 I hereby certify Ynat this plan, specification, or report STATE AID PROJECT NO. DRAWN BY 2 was prepared by me or under my direct supervision and X S. MARTINS CITY OF CH AN H ASS E N SHEET that I am a duly Licensed Professional Engineer under w the laws of the State of Minnesota. x DESIGNED BY CONSULTING 13 o om Print Name: MARK C. HANSEN STATE PROJECT N0. M.C.HANSEN ALIGNMENT PLANS AND TABULATIONS - a COUNTY PROJECT NO. CHECKED BY 41 TRAIL T.H. OF nu-in NO DATE BY CKD APPR REVISION X M. GERRITY GROUP, INC. OF .. COMM N O. 0107237 -- ... \7237 \hl -mu \plan \7237_a101.dgn Date license • 43920 CITY PROJECT N0. X ALIGNMENT TABULATION ALIGNMENT TABULATION COORDINATES COORDINATES POINT POINT STATION DELTA DEGREE I RADIUS TANGENT LENGTH AZIMUTH POINT POINT STATION DELTA DEGREE RADIUS TANGENT LENGTH AZIMUTH NUMBER NUMBER ANGLE ('9s ) I DEGREE I ST LT I LS X Y ANGLE ('9s ) DEGREE ST LT I LS X 1 Y T.H. 41 TRAIL . T.H. 41 TRAIL . Road 1 Road 1 300 POT 360+00.000 547,920.8165 190,114.4773 11141 -12 PI 370 +48.028 22° 53' 40.23" LT 57 17' 44.81" 100.000' 20.249' 39.958' 548,088.5011 191,032.6972 PI PC 362 +45.052 548,007.9259 190,343.5244 20° 49' 20.77" CC 547,986.5258 191,029.3711 TH41 -1 PI 362 +61.368 7° 28' 04.78" LT 22° 55' 05.92" 250.000' 16.316' 32.585' 548,013.7257 190,358.7745 PI PT 370 +67.737 548,083.8375 191,052.4022 346° 41' 04.58" CC 547,774.2543 190,432.3926 PC 370 +95.376 548,077.4718 191,079.2985 346° 41' 04.58" PT 362 +77.638 548,017.4943 190,374.6490 13° 21' 15.99" 'H41 -13 PI 371 +13.435 20° 28' 23.89" RT 57 17' 44.81" 100,000' 18.059' 35.733' 548,073.3126 191,096.8719 PI PC 363 +34.844 548,030.7075 190,430.3087 13° 21' 15.99" CC 548,174.7835 191,102.3296 1H41 -2 PI 363 +47.402 5° 45' 04.52" RT 22° 55' 05.92" 250.000' 12.558' 25.095' 548,033.6080 190,442.5269 PI PRC 371 +31.109 548,075.5629 191,114.7901 7° 09' 28.47" CC 548,273.9474 190,372.5651 PRC 363 +59.939 548,037.7184 190,454.3931 19° 06' 20.51" 11141 -14 PI 372 +40.460 3° 07' 54.89" LT 1° 25' 56.62" 4,000.000' 109.352' 218.649' 548,089.1886 191,223.2895 PI CC 544,106.7368 191,613.2075 TH41 -3 PI 364 +07.001 1° 32' 50.59" LT 1° 38' 38.65" 3,485.000' 47.063' 94.119' 548,053.1225 190,498.8632 PI PT 373 +49.758 548,096.8660 191,332.3712 4° 01' 33.58" CC _ _ _ 544,744.6848 191,595.0749 PC 374 +79.187 548,105.9532 191,461.4814 4° 01' 33.58" PRC 364 +54.058 548,067.3201 190,543.7331 17° 33' 29.92" 'H41 -15 PI 374 +95.608 18° 39' 00.98" RT 57° 17' 44.81" 100.000' 16.421' 32.551' 548,107.1060 191,477.8615 PI CC 548,205.7064 191,454.4605 TH41 -4 PI 364 +64.954 4° 59' 28.06" RT 22° 55' 05.92" 250.000' 10.896' 21.778' 548,070.6071 190,554.1213 PI PRC 375 +11.738 548,113.4366 191,493.0129 22° 40' 34.57" CC 548,305.6727 190,468.3140 PT 364 +75.836 _ _ 548,074.7855 190,564.1841 22° 32' 57.98" 'H41 -16 PI 375 +29.580 20° 13' 55.69" LT 57 17' 44.81" 100.000' 17.842' 35.312' 548,120.3150 191,509.4753 PI PC 365 +11.837 548,088.5914 190,597.4333 22° 32' 57.98" CC 548,021.1668 191,531.5652 TH41 -5 PI 365 +25.802 6° 23' 39.59" LT 22° 55' 05.92" 250.000' 13.965' 27.901' 548,093.9466 190,610.3305 PI PT 375 +47.050 548,121.0758 191,527.3007 2° 26' 38.88" CC 547,857.7041 190,693.3035 301 POT 376 +17.725 548,124.0898 191,597.9114 PCC 365 +39.738 548,097.8321 190,623.7438 16° 09' 18.39" TH41 -6 PI 366 +30.679 2° 59' 04.01" LT 1° 38' 28.47" 3,491.000' 90.941' 181.841' 548,123.1354 190,711.0936 PI CC 544,744.6848 191,595.0749 PRC 367+21.579 548,143.8565 190,799.6424 13° 10' 14.39" 11(41 -7 PI 367+33.380 13° 27' 39.08" RT 57° 17' 44.81" 100.000' 11.801' _ 23.494' 548,146.5454 190,811.1331 PI _ _ _ _ _ CC 548,241.2261 190,776.8572 PT 367 +45.072 548,151.8353 190,821.6822 26° 37' 53.46" PC 367 +61.926 548,159.3900 190,836.7481 26° 37' 53.46" TH41 -8 PI 367 +74.667 14° 31' 16.93" LT 57° 17' 44.81" 100.000' 12.741' 25.345' 548,165.1010 190,848.1369 PI CC _ _ _ 548,069.9993 190,881.5731 _ _ _ PCC 367 +87.271 548,167.7739 190,860.5940 12° 06' 36.53" TH4I -9 PI 368 +21.611 1° 07' 26.28" LT 1° 38' 11.60" 3,501.000' 34.341' 68.679' 548,174.9782 190,894.1703 PI _ CC 544,744.6848 191,595.0749 PCC 368 +55.950 548,181.5226 190,927.8815 10° 59' 10.25" 'H41 -10 PI 368 +66.074 90° 42' 29.57" LT 572° 57' 28.05" 10.000' 10.124' 15.832' 548,183.4520 190,937.8203 PI CC 548,171.7059 190,929.7872 PT 368+71.781 548,173.4901 190,939.6268 280° 16' 40.68" - PC - 369+71.612 _ - 548,075.2609 190,957.4390 10° 39' 51.98" - - S fH41 -11 PI 369 +99.696 10 05' 07.17" LT 1° 55' 56.46" 2,965.083' 28.084' 56.166' 548,080.4580 190,985.0379 PI a 0 CC 545,161.3909 191,506.1476 ti . ti PCC 370+27.778 548,085.1314 191,012.7302 9° 34' 44.80" c 0 n D 1 N I hereby certify that this plan, specification, or report STATE AID PROJECT NO. DRAWN BY w as prepared by me or under my direct supervision and X 5 MARTINS CITY OF CH AN H ASS EN SHEET that I am a duly Licensed Professional Engineer under a + the laws of the State of Minnesota. STATE PROJECT N0. DESIGNED BY CONSULTING 14 Print Name: MARK C. HANSEN X M.C. HANSEN INC. ALIGNMENT TABULATIONS SRF a COUNTY PROJECT NO. CHECKED BY GROUP, T T.H. 4 1 TRAIL OF WA NO DATE BY CKD APPR REVISION X RI M NC, -N L .. . \7237 \hI -mu \plan \7237_atb01.dgn Date License u 43920 CITY PROJECT NO X COMM. NO 0107237 23 1105107 AM 12/5/2011 III \ ['raj eots \ 7237 \ h I-mu \ p1an\7237 _op01.dgn • • • z :1-.. . . :1•.+ 1- 1 • 0 • , v V . V : . vo • :-...: • , 0 0 • 0 . . 0 0 'i N ' 0 . • . 1.-. . :N . c..i . / i w : 0 : 0 : : •0 . . 0 -,0 . • . : , › • ••• •••• - ... ... ... ...... .. . ! , n -1 • o - r, 2 2: , 1 E . . . : 1 k • v -.< • I 11 a . . io . .. .. ... ... ... .. ... ... . .., 0, -J > . 6-T. . (A 1 : . '08 I 1 . , : „ 0, : . .2 : 2 - ... ... ... ... ... ...... • --- --• .- • . -.:•') . • * - \ \ / a o \I _ cl m .. 7 P • • 4 .. 11 " 0 / ? . • ■ • TA:r a • ... ...• ...... ..• .... ...... .•... ... .... ---„, ,,,, ,,,, • 30 NvolN3 ,„ / • • . . • . iv ..., 0 , . 1 i (.,,, • • - A - f 7 li DM 1+1 "----- - ' : C) • • ..... ... .... .... • • ' - • ...r/i... ..... . -•••!!••• •• 1 1 .1 EM i mo . . 0 0. : . . . ': 1.021.330. ,T,. " //f, e 1 mm P • • . . o "I Hm • . . • • •! r•-• m ii/ 1 . x • • .rif ' i 7rr:p o . x 1-im m m II k'l / , 501-1 ft i 1.4 f• Z 0 • Z : FO 0 I / . .... • • - ... • • ' . -4 0 (-I 7 -I ro •„ ., › --1 . „. -, .. . . .. .. mm P: m o • 41: / o (.4 . • . 0 m m -t-i mo X . 0 0 0. Om 07, m g (y) .,, m I al:. • o c -; ... ... m o :, co 1 1 e i / . o . -1. •-• •,. :E •, a• .73o. .... • . - • o c, o : 0i mm cil ■-, . * • .1--q m ' 0. > m o , , . m 17 • 0. 01. .-.. 1.-1 z ill 0 m r . x. m -- u 2c 0: r_ r: 'H o - ..J/I . ti? ° •co •,..., ail i...0 --I . ... _ m . m .m. --I t ( T 1 • . r• 441111fIr m • •,.7 . rr, .. 71 A • . , . • . r- ,,,, „ . . m :..; 7 1 I 1 I 0 ... • • ..• ... ... . ... ... ... . + , , / 0 l ' 0 . , i P VPC 35.6.1-21...:00 ' ' :. . "!.,..,„ II VI 366 IlL " . ELEV. 1 i 020.30 r edit if • . , . ■-t . o ' ' - rE m w • _ - • _• I 1 1 I ' P.+71..:000 b 0 ,. •,1 IN 2 0 0 ELEV. 1020.053 - m w . o m • . < 1 ! ' / 10 1 , 11:1 , . :-.4. • ... ... ... . • . * pi • • - 6 r.. .......-• * 1 1 1 id I I I 11 0 r911 A . • • • 1-1 -l. • VPT 357.+21..:00 ' 0 V2 1- o . • ■ • I IP i ". m . ELEV. I;o1a.10 i . i m m 1 i • d II , I . I siii.4 A o . ... ... ... ..... •.. ... ... . , t r I 1 I 0 . , . • : II II . . I ill I 1 /11 on: ,( ..-.., 0 m9A. ... •" .... : ... ... . . . • . .. .... ... .... ... . m /I I 11 I p i - En: - .1 . , • . --I il 6 1 III rAgi".-- 1 ., „5 P . • , 1 .... : . ,_ II p.d6.• rc . --. 2'ir.(6' , w m I a) I I '.' Psql • • • • . 0: Is: . I O T 771.,l• •... ... •-• •••• ... .... . . 4 ,4,11■1 il, _ 1 I. m os • • • . .1, z V r9 w • VP:I 35:8t80..:000. . i,: 11 1 frIlrativ I 1 .41 o_ ELEV: .1:iol.-o4Q82 ___ ,-.1 totiett.-_-___,.. ° Ac wm ", Fi .. --1 ro 1 u . • . ... .. . . ... ... ... ... ... A it. las - 1 • • • :co. -.--•!.. II E , ig■ 0 • x I p : , , ,,,. ..% 1116 ‘ 7"-au. , `., 2 xs,,,,,x.,4 . . :VP'i 369t61-640 .• . -1 c > > ELEV. 1011.91S • . . . '..7E 22. !‘- ,`" 0 1 11°1it , z , j 0„ „9 , m m ... 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