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HomeMy WebLinkAbout2013-11-07 - Planning Commission Agenda PacketCITY OF CORCORAN PLANNING COMMISSION MEETING 7:00 PM — THURSDAY, NOVEMBER 7, 2013 AGENDA 1. Call to Order 2. Pledge of Allegiance 3. Open Forum 4. Approval of a. Agenda b. *October 3, 2013 Commission Minutes 5. Unfinished Business: 6. New Business a. PUBLIC HEARING. Request by Rockford School District for Approval of a Site Plan, Variance and Conditional Use Permit for a Baseball Field at 20400 County Road 50 (PID 23- 119 -23 -34 -001) (city file no. 13 -023) i. Staff Report ii. Open Public Hearing iii. Public Comment iv. Close Hearing V. Commission Discussion & Recommendation 7. Reports: a. *Planning Project Update b. Liaison Report (Guenthner) c. Other Business 8. Adjournment *Literature to review Material relating to these agenda items can be found in the House Agenda Packet, located near the entrance to the Council Chambers Meeting Area. CITY OF CORCORAN PLANNING COMMISSION MEETING 7:00 PM — THURSDAY, OCTOBER 3, 2013 MINUTES Present: Chair — Dean Jacobs, Vice Chair — Ricky Ravnholdt, Commissioners — Meredith Wu, Nell Kadlec, and Dorothy Theis. Absent: Commissioner Darrell Krueger Others present for the meeting — Council Liaison Ron Thomas, Administrator Brad Martens, City Planner Kendra Lindahl, Code Compliance Official Mike Pritchard. 1. Call to Order — Chair Dean Jacobs called the meeting to order at 7:00pm. 2. Pledge of Allegiance 3. Open Forum —None 4. Approval of: a. Agenda — Motion by Kadlec seconded by Ravnholdt to approve agenda as presented. Voting Aye: All (Motion carried 5:0) b. *August 1, 2013 Commission Minutes — Motion by Ravnholdt seconded by Theis to approve the minutes as presented. Voting Aye: All (Motion carried 5:0) 5. Unfinished Business: None 6. New Business 4W -% I,%, a. PUBLIC HEARING. Triden Ridge Estates Second Addition Preliminary Plat at 23425 CR 117 (PID 06- 119 -23 -11 -0006) (City File 13 -019) i. Staff Report — City Planner Kendra Lindahl presented her staff report ii. Chair opened Public Hearing iii. Public Comment — The applicants, Tom and Janice Pouliot, addressed the Commission regarding the location of the required easement for an off- road horse trail. An audience member asked for clarification of the topography waiver. Planner Lindahl explained. iv. Close Hearing — Motion by Ravnholdt seconded by Wu to close the public hearing. Voting Aye: All (Motion carried 5:0) V. Commission Discussion & Recommendation — Motion by Ravnholdt seconded by Theis to recommend approval of the draft resolution, subject to the findings and conditions prepared by staff. Voting Aye: All (Motion carried 5:0) b. PUBLIC HEARING. Meadow Creek Estates 2nd Addition Preliminary Plat on County Road 19 & Meadow Creek Drive (PID 06- 119 -23 -32 -0005 and 06- 119 -23 -34 -0003) (City file 13 -020) i. Staff Report — City Planner Kendra Lindahl presented her staff report ii. Chair opened Public Hearing iii. Public Comment — The applicant's representative, Ken Streeter, addressed the Commission and stated that they were in the process of obtaining property owner's approval for the required addendum to the Home Owner's Association (HOA). iv. Close Hearing — Motion by Ravnholdt seconded by Kadlec to close the public hearing. Voting Aye: All (Motion carried 5:0) V. Commission Discussion & Recommendation — Planner Lindahl clarified process and requirements for park dedication fees. A minor change was made to the Resolution, Condition 3: "Lots 1 and 2" was revised to read "Lot 1, Block 1 and Lot 1, Block 2 ". The commission asked for clarification as to what would happen if the HOA addendum was not complete in time for Council approval. Planner Lindahl clarified that the resolution could be approved with a condition that the HOA be amended prior to the release of the Mylars for recording. Motion by Theis seconded by Ravnholdt to recommend approval of the draft resolution, subject to the findings and conditions prepared by staff with the minor amendment noted. Voting Aye: All (Motion carried 5:0) c. PUBLIC HEARING. Ordinance Amendment regarding Density (city file 13 -021) i. Staff Report — City Planner Kendra Lindahl presented her staff report ii. Chair opened Public Hearing iii. Public Comment — An audience member asked for more information on Met Council density guidelines. Planner Lindahl referred them to the Metropolitan Council's website: Metrocouncil.org and the City of Corcoran's 2030 Comprehensive Plan and further explained that the Met Council sets the density requirement guidelines and the City chooses how to meet those requirements. iv. Close Hearing — Motion by Ravnholdt seconded by Wu to close the public hearing. Voting Aye: All (Motion carried 5:0) V. Commission Discussion & Recommendation — The Commission questioned if the ordinance amendments would change the calculations for density. Planner Lindahl clarified that the changes would meet the City's Comp Plan requirements. Commission suggested the deletion of the last two (2) lines in the proposed "Density, Net (Post Development)" definition as they were found to be repetitive. Planner Lindahl and Administrator Martens explained the Lennar Next -Gen homes. Planner Lindahl clarified the proposed definition of a "dwelling unit" and explained that it would match the Met Council's and U.S. Census Bureau's definition. Motion by Kadlec seconded by Ravnholdt to recommend approval of draft Ordinance prepared by staff (with the deletion of the redundant language). Voting Aye: All (Motion carried 5:0) Motion by Ravnholdt seconded by Wu to recommend approval of Finding of Facts draft resolution, subject to the findings and conditions prepared by staff. Voting Aye: All (Motion carried 5:0) 7. Reports: a. *Planning Project Update — Information Only b. Liaison Report — Presented by Councilmember Ron Thomas c. Other Business — None. 8. Adjournment — Motion by Ravnholdt seconded by Theis to adjourn. Voting Aye: All (Motion carried 5:0) Meeting adjourned at 8:32pm. Submitted by Mike Pritchard Code Compliance Official Agenda Item 6_a. i • L A N D F 0 R M From Site to Finish ! 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran Planning Commission FROM: Kendra Lindahl, Landform • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net DATE: October 31, 2013 for the November 7, 2103 Planning Commission Meeting RE: PUBLIC HEARING. Request from Rockford Area Schools for approval of a Site Plan, Variances and Conditional Use Permit for a Baseball Field at 20400 County Road 50 (PID 23- 119 -23 -34 -001) (city file no. 13 -023) 60 -DAY REVIEW DEADLINE: December 21, 2013 Application Request Rockford School District is requesting approval to build a varsity baseball field on land they own at 20400 County Road 50. The project includes associated improvements, including bleachers, field lighting, landscaping, trails and parking lot improvements. 2. Parks and Trails Commission Review The Parks and Trails Commission reviewed this item at their October 15th meeting. The Commission made three comments: a. They support the construction of the ball field on the school property contingent upon a long term lease agreement approved between the City and the school district. It is staff's understanding that the school district is preparing a first draft for review by the City. b. They support the use of the Park Dedication Fund to pay for a parking lot amenity of a similar material to the existing in the surrounding parking areas. Staff has discussed the issue with the City Attorney who opines that because this site is shown as an "Athletic Search Area "in the Comprehensive Plan and the new field will be available for City use, the City may use park dedication funds to make improvements. Any decision about City investment in the ball field project is a policy decision for the City Council. c. The Parks and Trails Commission prefers a gravel lot and requests the Council allow a gravel lot through variance or change of code. Staff has reviewed this issue and because of the need for accessible access, we recommend that the lot be paved. No variance for this was requested by the school is not being considered as part of this application. Landform, SensiblyGeen and Site to Finish are registered service marks of Landform Professional Services, LLC. f 3. Context Background 0 • The school district received a $100,000 2013 Hennepin County Twins Grant to help build a new varsity baseball field in this location. The grant typically requires the work to be completed in the year that the grant is received. However, the application was not submitted until October 3rd and the school district has informed City staff that as long as they are making progress toward completion, they will have flexibility to continue construction into 2014. The school would like to break ground yet this year; therefore, the City has condensed the review process to potentially allow Commission and Council review in November. Zoning and Land Use The property is zoned P -1 (Public /Institutional) and is guided Parks /Open Space. Surrounding Properties The surrounding properties to the north, west and south are zoned Urban Reserve (UR) and guided Mixed Residential, Existing Residential and Low Density Residential. The property to the east is the city park and is zoned P -1 and guided Parks /Open Space and Public /Semi - Public. Natural Characteristics of the Site The 2030 Comprehensive Plan shows a number of wetlands scattered around the site. The south fork of Rush Creek runs through the site and, therefore, a portion of the site is in the shoreland overlay district and floodplain district. The applicant has indicated that no wetland impacts are proposed. 4. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report. A. Level of City Discretion in Decision - Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the site plan. The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the conditional use permit. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of Rockford Ballfield (city file 13 -025) November 7, 2013 • • • discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. B. Consistency with Ordinance Standards Site Plan The applicant is proposing construction of a varsity baseball field on property they own. This property is adjacent to the City of Corcoran park. The proposal includes the varsity baseball field and associated accessory uses like dugouts, bleachers, press box and concession stand. The development of a ball field on this property is a Permitted Use in the P -1 district. Park Dedication Park dedication is not required for this project because the property is not being platted; however, the ball field complex will be a significant recreational amenity in Corcoran. This is one of the areas identified in the 2030 Comprehensive Plan as an Athletic Search Area. Athletic complex and open space search areas are shown on this plan to indicate potential site areas, not exact property locations. Athletic Search Areas are areas where the City will seek to create one athletic complex utilizing approximately 120 acres of land. Sewer and Water Sanitary Sewer will not be provided, but portable restrooms will be provided. Water will be provided through installation of an irrigation well since City water is not available. When the southeast area of Corcoran is fully developed, Corcoran will need to provide water supply and treatment for additional water. At that time, additional regulations may cause the facility to utilize City water supply. Setbacks The Zoning Ordinance requires a 100 -foot setback from County Road 10 for the parking lot, fence and light structures. Section 1060.070 of the zoning ordinance allows the parking setback to be reduced to 50 feet and the structure setback to be reduced to 60 feet if the applicant provides a minimum of one overstory deciduous tree, one overstory coniferous tree, 2 ornamental trees and 10 understory shrubs per 100 feet of the length of the property line where the flexibility is requested. However, in this case, there is not adequate room to meet this reduced setback. The applicant has requested a variance to allow a minimum 43.43 -foot setback for the structures and a 4.5 -foot setback for the northwest parking lot and a 5 -foot setback for the northeast parking lot. The requested variances are discussed later in the staff report. Rockford Ballfield (city file 13 -025) November 7, 2013 i Access i i Access is proposed to be provided off of County Road 50 on the south at the existing curb cut and on the north from a new access on County Road 10. Hennepin County has reviewed the requested and has noted concerns about sightlines on County Road 10 for the proposed curb cut and has requested that the applicant provide full turn lanes for left and right turns in to the new parking lot on the north end of the site. Staff has included a condition requiring that the applicant work with Hennepin County to satisfy their requirements for access. The existing right -of -way for County Road 10 is shown as 66 feet; however, the plans should be revised to recognize future ROW up to 80 feet. This is consistent with County requirements along other sections of County roads in the community. This will likely affect the parking layout, since the most northerly row appears to be in conflict with ROW, setbacks, etc. Parking The plans show two future parking lots on the north end of the site and the applicant notes that the primary parking area will be the existing parking lot on the south of the site approximately 850 from the nearest bleacher. The ordinance states that parking stalls shall not be located more than 300 feet from the development. Staff finds that the north parking lot is critical to provide the required accessible access to the ball fields and also provides a limited amount of convenient parking on the north end of the site. This parking lot shall be designed and constructed with bituminous. The applicant must submit a turn radius analysis showing adequate space for bus turnaround and fire and emergency vehicles. Due to the potential for expansion of County Road 10, staff finds that the proposed 4.5 -foot setback on the northwest lot and 5 -foot setback is inadequate. Staff recommends that the northernmost row of parking be eliminated (approximately 17 stalls). This would allow approximately 40 parking stalls to be constructed in this area at approximately 25 -foot setback. Section 1060.060 of the Zoning Ordinance requires new parking lots to have "a perimeter of poured, cast in place, concrete curb around the entire parking lot and shall be surfaced with asphalt, concrete, or other surface as approved by the City Engineer ". The ordinance notes "gravel parking lots shall be prohibited in all areas of the City except in the Rural Commercial (CR) zoning district." The existing language provides the flexibility to allow pervious pavement, pavers or similar types of environmentally friendly solutions to address parking and stormwater issues. The Zoning Ordinance requires ball fields to provide 1 parking stall for every 4 seats. The applicant should provide details about seating for staff to evaluate the required parking. The ball field does have unique parking characteristics and staff finds that the ordinance provides some flexibility in the parking requirements. Staff recommends that the new parking lot on the northeast be constructed in the initial phase as a paved lot and the existing gravel parking lot on the south continue to be used for overflow parking. If a documented parking problem is identified, then the applicant would be required to work with the city to construct the northwest parking lot. Staff recommends that if this parking lot is required for Rockford Ballfield (city file 13 -025) November 7, 2013 • • • occasional overflow parking, this area be allowed to be constructed as a grass parking lot, which would reduce the cost and stormwater impacts in this area. Details for this construction could be evaluated when that lot is constructed. Parking west of the creek can be considered overflow parking, and to lessen the cost and stormwater impacts this area can be constructed with grass surface and significant tile drainage. If this overflow lot is constructed in the future, a pedestrian pathway to connect the lots needs to be shown on plan. As overflow parking (not parking that is needed to meet minimum ordinance requirements), the City has the flexibility to allow this type of parking surface. A similar surface was approved for the seasonal peaks at Lions Park. Screening /Landscaping Section 1060.070 of the Zoning Ordinance provides standards for landscaping. Section 1060.070, Subd. 2(G) of the Zoning Ordinance specifies the landscaping requirements for all new construction and additions. The applicant has provided landscaping based on the building area of the bleachers and pressbox, which requires 2.8 trees. The applicant is showing 5 ponderosa pines on the north side of the field to satisfy this requirement. Additionally, the ordinance requires parking areas with 4 or more stalls to be screened from properties guided or zoned residential and from public streets. Screening to a height of at least 3 feet shall be provided to screen vehicle headlights. The plans must be revised to provide this required screening for the north parking lot. Stormwater Management The current plans do not show any stormwater management. The applicant should consider alternate BMP (Best Management Practices) design or a location for the depression /treatment area by the pedestrian bridge. Parking lot treatment BMPs should be shown on plans for review and approval by the Watershed and City. Wetlands Elm Creek Watershed Management Commission has provided comments noting that the plans received are incomplete and requesting additional information. The ECWMC must review and approve the wetland delineation and any proposed wetland impacts. We have included this as a condition of approval. Shoreland Overlay District The Shoreland Overlay District extends 300 feet for the OHWL of the creek. The applicant must revise the plans to show the shoreland overlay district boundary on the site plan. The boundary currently shown on the plans received on October 31 st appears to follow the wetland edge not the creek. The ordinance requires a minimum setback of 100 feet from the OHWL of the creek. The required setback must be shown on the plans. It appears that the setback is not met and a variance is Rockford Ballfield (city file 13 -025) November 7, 2013 C El required. It appears that a 47 -foot setback is provided. The variance is discussed later in this staff report. The applicant must provide additional details to identify any shoreland impacts from the pedestrian bridge, as required by Section 1050.020 of the Zoning Ordinance. The bridge and pathway will be paved to provide a means of access to the ball fields from the south overflow parking lot. The ordinance limits impervious surface coverage in the shoreland overlay district to a maximum of 25 %. The applicant must provide a calculation to show the amount of impervious area in the shoreland overlay district. Floodplain The floodplain boundary must be shown on the site plan and approved by the City and ECWMC. The applicant must provide additional detail to identify any floodplain impacts for the pedestrian bridge, as required by Section 1050.030 of the Zoning Ordinance. The applicant must provide a floodplain mitigation plan for the floodplain impacts created by the proposed grading associated with the ballfield. Site Lighting The applicant is showing 70- and 80 -foot high lights to illuminate the ball field. A conditional use permit is required for light standards over 30 feet high. The conditional use permit is discussed later in the staff report. The applicant must provide lighting for the northern parking lot. The lighting plan must be revised and lighting details provided. The lighting plan should be revised to show the new lighting and to show compliance with the maximum foot - candle requirements in Section 1060.040 of the Zoning Ordinance. The ordinance limits any light or combination of lights to a maximum of one foot - candle (meter reading) as measured from the property line or the centerline of a public street and the current plan shows an area on County Road 10 where these limits are exceeded. Signage No additional signage is proposed. However, one large scoreboard is proposed. This is an allowed accessory use for ball fields. Conditional Use Permit Light standards in excess of 30 feet high are a conditional use in all districts. The proposed 70- and 80 -foot high light standards are typically associated with ball fields. We have reviewed the request against the conditional use permit standards in Section 1070.020. Specifically: Rockford Ballfield (city file 13 -025) November 7, 2013 f • • A. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The ordinance allows ballfields and associated light standards. These types of fixtures are typically provided with ballfields. B. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. The conditional use permit will allow installation of lighting needed to facilitate use of the varsity baseball field. The use will promote and enhance the general public welfare by providing recreational needs for the school district and city residents. It will not be detrimental to or endanger the public health, safety, morals or comfort. C. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The light standards a commonly accepted accessory use for ballfields and will not be injurious to the use and enjoyment of other property in the immediate vicinity nor substantially diminish or impair property values within the neighborhood. D. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The lights will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Lighting will comply with ordinance standards for brightness. E. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. No public facilities are needed for the lighting. Adequate public services can be reasonably provided to accommodate the proposed use. F. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. The proposed use will conform to all applicable regulations in the P -1 zoning district if the requested variances are granted for setbacks. G. The conditional use and site conforms to performance standards as specified by this Chapter. As noted in the previous section, this application meets all zoning district performance standards when the conditions in the approving resolution are met. Rockford Ballfield (city file 13 -025) November 7, 2013 Variance A variance is required for three items: 1. Shoreland setback from the creek 2. Parking setback from County Road 10 3. Structure setback from County Road 10 • We have reviewed the requests against the variance standards in Section 1070.040. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. The burden of proof is on the applicant to show that all of the following criteria have been met: a. That there are practical difficulties in complying with the Zoning Ordinance. There are practical difficulties to meeting the standard setback due to the site constraints caused by the location of the existing County Road, the creek, the significant tree stands and wetlands. This property has been owned by the School District and planned for future development for many years. It is not possible to construct a varsity baseball field with the required parking and other accessory uses in this location without variances. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The conditions upon which the variances are request are based are unique to this parcel due to the physical characteristics of the site. c. That the granting of the variation will not alter the essential character of the locality Granting the variance will not alter the essential character of the locality. The impact of the reduced parking and structure setback from County Road 10 will be mitigated by the additional landscaping required to screen the parking area. The site will be far less d. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The proposed variance would be in harmony with the general purpose and intent of the ordinance and would allow for an easily accessible varsity baseball field on school property in a location near other community facilities to allow city use of the field as well. e. The variance is consistent with the Comprehensive Plan. The variance is consistent with the Comprehensive Plan. f. The City may impose conditions on the variance to address the impact of the variance Rockford Ballfield (city file 13 -025) November 7, 2013 0 • • • The City may impose conditions on the variance to address the impact of the variance. However, in this case, staff finds that the conditions related to the site development standards, including the additional landscaping along County Road 10 are adequate to address concerns. 5. Conclusions Staff finds that the standards for a site plan and variance have been met or can be addressed with the changes discussed in the staff report. We have included conditions in the draft resolution to address these issues. 6. Recommendation Staff recommends that the Planning Commission recommend approval of the draft resolution approving the site plan, conditional use permit and variance. Attachments 1. Resolution approving Site Plan Amendment, Conditional Use Permit and Variance 2. Site Aerial Location Map 3. City Engineer's letter dated October 30, 2013 4. Comments from Hennepin County dated October 16, 2013 5. Comments from Building Official dated October 16, 2103 6. Comments from ECWMC dated October 21, 2013 7. Applicant's narrative 8. Preliminary Plans dated October 3, 2013 9. Revisions dated October 22, 2013 10. Revisions dated October 31, 2013 Rockford Ballfield (city file 13 -025) November 7, 2013 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013- Motion By: Seconded By: xxx, 2013 APPROVAL OF A SITE PLAN, CONDITIONAL USE PERMIT AND VARIANCES FOR THE ROCKFORD AREA SCHOOLS FOR A BASEBALL FIELD AT 20400 COUNTY ROAD 50 (PID 23- 119 -23 -34 -001) WHEREAS, the Rockford Area Schools is requesting approval of a site plan, conditional use permit and variances to allow construction of a new varsity baseball field and associated improvements on property legally described as follows: That part of the East Half of the Southwest Quarter of Section 23, Township 119, Range 23, West of the 5th Principal Meridian, which lies South of the centerline of Hennepin County Road Number 10, subject to Hennepin County Road Number 50, excepting therefrom the South Half of the West Half of the West Half of the Southeast Quarter of the Southwest Quarter of said Section 23, Township 119, Range 23, Hennepin County, Minnesota. WHEREAS, the Planning Commission has reviewed the site plan, conditional use permits and variances at a duly called public hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request, subject to the following conditions: 1. Site plan approval is granted to allow construction of varsity baseball field, parking lot and associated improvements, in accordance with the plans received by the City on October 3, 2013, and revisions received on October 22, 2013 and October 31, 2013, except as amended by this resolution. 2. A conditional use permit amendment to allow 70 -foot and 80 -foot lights for the field is approved based on the following findings: a. The ordinance allows ballfields and associated light standards. These types of fixtures are typically provided with ballfields. b. The conditional use permit will allow installation of lighting needed to facilitate use of the varsity baseball field. The use will promote and enhance the general public welfare by providing recreational needs for the school district and city residents. It will not be detrimental to or endanger the public health, safety, morals or comfort. C. The light standards a commonly accepted accessory use for ballfields and will not be injurious to the use and enjoyment of other property in the immediate vicinity nor substantially diminish or impair property values within the neighborhood. d. The lights will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Lighting will comply with ordinance standards for brightness. e. No public facilities are needed for the lighting. Adequate public services can be reasonably provided to accommodate the proposed use. f. The proposed use will conform to all applicable regulations in the P -1 zoning district if the requested variances are granted for setbacks. Page 1 of 4 City of Corcoran xxx, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 - g. As noted in the previous section, this application meets all zoning district performance standards when the conditions in the approving resolution are met. 3. Approval of three variances to allow: A 25 -foot parking setback from County Road 10, a 48.43 foot structure setback from County Road 10 and a 47 -foot shoreland setback is approved based on the following findings: a. There are practical difficulties to meeting the standard setback due to the site constraints caused by the location of the existing County Road, the creek, the significant tree stands and wetlands. This property has been owned by the School District and planned for future development for many years. It is not possible to construct a varsity baseball field with the required parking and other accessory uses in this location without variances. b. The conditions upon which the variances are request are based are unique to this parcel due to the physical characteristics of the site. c. Granting the variance will not alter the essential character of the locality. The impact of the reduced parking and structure setback from County Road 10 will be mitigated by the additional landscaping required to screen the parking area. The site will be far less d. The proposed variance would be in harmony with the general purpose and intent of the ordinance and would allow for an easily accessible varsity baseball field on school property in a location near other community facilities to allow city use of the field as well. e. The variance is consistent with the Comprehensive Plan. Which anticipates park and other public uses on this site. f. The conditions related to the site development standards, including the additional landscaping along County Road 10 are adequate to address any concerns or impacts from the variances. 4. Prior to issuance of a building permit, the applicant /landowner must:: a. Record the resolution at Hennepin County and provide the City with proof of recording. b. The plans must be revised to show a paved parking lot with a 25 -foot setback from County Road 10. This can be accomplished by removing the northernmost row of stalls, resulting in approximately 40 stalls in this northeast parking lot. i. The applicant shall provide a calculation for the number of seats proposed to ensure that adequate parking is provided per ordinance requirements. ii. Overflow parking will be provided in the existing parking lot to the south. iii. If a documented parking demand is identified, the applicant will work with the city to develop an 2nd overflow parking lot generally in the area shown as the northwest parking lot. This lot shall also be required to meet a minimum 25- foot setback from County Road 10. This lot may be designed as a grass parking lot per the City Engineer's memo recommendation. c. The plans must be revised to provide landscaping to screen the parking lot to a height of 3 feet between the new parking lot and County Road 10 as required by Section 1060.070 of the Zoning Ordinance. Page 2 of 4 City of Corcoran xxx, 2013 County of Hennepin State of Minnesota RESOLUTION NO. 2013 - d. The applicant must provide a turning radius analysis for the new parking lot to ensure emergency vehicle turnarounds and access. e. The 66 -foot road right -of -way for County Road 10 is accurately shown but the plans should be revised to recognize the future expansion of up to an 80 -foot right -of -way. f. The applicant must address all comments in the October 16, 2013 email regarding access, sightlines and turn lanes. g. The plans must address all Elm Creek Watershed Management Commission comments as noted in the October 21, 2013 letter. h. The applicant must comply with all conditions in the City Engineer's memo dated October 30, 2013. i. The lighting plan must be revised to provide lighting in the parking lot in compliance with Section 1060.040 of the Zoning Ordinance. j. The lighting plan must be revised to comply with the maximum foot - candle requirements in Section 1060.040 of the Zoning Ordinance. k. The plans must be revised to accurately identify the shoreland overlay district boundary and setbacks. The current plans do not appear to follow the creek. I. The applicant must revise the plans to identify any shoreland impacts from the pedestrian bridge and path. m. The plans must be revised to indicate the maximum impervious surface coverage limits with in the shoreland overlay district. This shall not be allowed to exceed 25 %. n. The floodplain boundary must be shown on the plans and a mitigation plan must be submitted for review and approval by the City and the ECWMC. o. The applicant shall obtain appropriate well permits and provide a copy of the approval to the City. p. Electronic files of the plans shall be submitted to the City in AutoCAD format. q. Submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. r. Submit a landscape guarantee to ensure the 2 year landscape survivability as required by Section 1060.070, Subd. 2(I) of the Zoning Ordinance. 5. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use. Page 3 of 4 City of Corcoran County of Hennepin State of Minnesota VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron RESOLUTION NO. 2013- VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron xxx, 2013 Whereupon, said Resolution is hereby declared adopted on this xxx day of November 2013. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 4 of 4 City Seal Hennepin County GIS - Printable Map Interactive Maps e4 :° Page 1 of 1 Property Map http: / /gis.co.hennepin.mn.usI Property /print/ default.aspx ?C = 456257.4899500003,4994041.... 10/8/2013 Parcel Map Scale: 1" = 800 ft. N 23- 119 -23 -34 -0001 A -T -B: Abstract ID: Print Date: 10/8/2013 Owner Market School Dist No 883 $0 Name: Total: Parcel 20400 Co Rd No 50 Tax $0.00 Address: Corcoran, MN 55340 Total: (Payable: 2013) Property Sale Vacant Land - Residential Type: Price: This map is a compilation of data from various sources and is furnished "AS IS" with no Home- Sale representation or warranty expressed or Stead: Non - Homestead Date: implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. Parcel 59.95 acres Sale Area: 2,611,251 sq ft Code: COPYRIGHT © HENNEPIN COUNTY 2013 t&i —1 Green." http: / /gis.co.hennepin.mn.usI Property /print/ default.aspx ?C = 456257.4899500003,4994041.... 10/8/2013 Wencl< TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E. DATE: October 30, 2013 SUBJECT: Baseball Field Rockford School District Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com The plans for the Rockford Baseball Field Construction dated 9/27/13 and have the following comments: 1.0 Transportation and Parking Access CSAH 10 • Existing ROW is shown as 66 feet; however the plans should recognize future ROW up to 80 feet. • This will affect the parking layout since the most northerly row appears to be in conflict with ROW, setbacks, etc. Primary Parking Lot • Surface for the primary lot should be bituminous. • Applicant will need to address County comments on sight lines and access location, and should also submit a turn radius analysis showing adequate space for bus turnaround and fire and emergency vehicles. Secondary Parking Lot • Parking west of the creek can be considered overflow parking, and to lessen the cost and stormwater impacts this area can be constructed with grass surface and significant tile drainage. • Lighting location, conduit, etc. should be shown to the west lot • Pedestrian pathway to connect the lots needs to be shown on plan. 2.0 Stormwater and Floodplain Floodplain • More detail is needed to identify any floodplain impacts for the pedestrian bridge. • Shoreland impacts need to be quantified for the pedestrian bridge. Stormwater • Applicant should consider alternate BMP design or location for the depression/treatment area by the pedestrian bridge. Aesthetics and function are a concern. • Outlet control structure details are needed, with elevations of inverts, etc. shown. • Parking lot treatment BMPs should be shown on plans and approval received from the Watershed. 3.0 Sewer and Water • Sewer will be through portable units. • Water will be provided through installation of an irrigation well since City water is not available. o When the SE area of Corcoran is fully developed, Corcoran will need to provide water supply and treatment for additional water. At that time additional regulations may cause the facility to utilize City water supply. From: Carla J Stueve To: Kendra Lindahl Cc: Robert H. Byers; Steven J Groen Subject: Site Plan and Conditional Use Permit - Rockford School District Baseball Field Date: Wednesday, October 16, 2013 3:58:27 PM Attachments: Carla Stueve P E PTOE.vcf Kendra, Thank you for sending us the site plan and conditional use permit for the Rockford School District baseball field proposed along CSAH 10 in the City of Corcoran. The county plat review committee examined and discussed this site plan at our meeting on October 15, 2013. Based on our review, the following comments are provided: As shown on the site plan, two new access driveways are proposed onto CSAH 10, approximately 660 feet apart. We have some potential sight distance and traffic operations /safety concerns with these proposed driveways due to high traffic speeds (posted speed limit 50 mph), roadway curvature, and location of the trees immediately west of CSAH 10 south of the proposed (south) access. Based on our county guidelines for a posted speed limit of 50 mph, the desirable sight distance at each driveway for vehicles entering onto CSAH 10 is 740 feet to the north -west and 700 feet to the south -east. Prior to the construction of these driveways, the county will require an analysis of the stopping and entering sight distance measurements to demonstrate that adequate sight distance will be provided. This will be required in advance of issuing a permit for these driveways. In addition, for traffic operations and safety purposes on CSAH 10, it is our preference that full turn lanes are provided to accommodate the left and right turns into the parking lot. Based on the layout of the site and the Rockford School District boundaries, it appears the south driveway would operate as the main access. Therefore, providing turn lanes at this south driveway is a priority. For the proposed access to the north (assumed to operate as a secondary access), at a minimum the county requests shoulder widening to provide a bypass lane for northbound left turns and a taper leading into a wider radius for southbound right turns. We understand that a southbound right -turn lane at the north access would be challenging due to the close proximity to the guardrail. We would be willing to discuss options for the design of these turn lanes prior to the city's application for a driveway permit. Please inform the developer that all proposed construction within county right -of -way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to driveway and street access, drainage and utility construction, trail development, and landscaping. Permit questions can be directed to Steve Groen at (612) 596 -0337 or steve.groen0hennepin.us. Please let me know if you have any questions regarding this review. Thanks! Carla Carla Stueve, P.E., PT #E Hennepin County PublicWorks Transportation Planning 1600 Prairie Drive Medina, MN 55340 (612) 596 -0356 %- 1.'ork Cark.StUeV a @1knnepin.US Disclaimer: Information in this message or an attachment may be government data and thereby subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, may be subject to attorney - client or work product privilege, may be confidential, privileged, proprietary, or otherwise protected, and the unauthorized review, copying, retransmission, or other use or disclosure of the information is strictly prohibited. If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. ETRO WEST INSPECTION SERVICES,, INC. Box 248, Loretta, Minnesota 55357 From: James C Kujawa To: Kendra Lindahl Cc: Ali Durounoalu Subject: Site Plan and Conditional User Permit PID 23- 119 -23 -34 -0001, Rockford School District Date: Monday, October 21, 2013 12:19:50 PM Attachments: FeeSchedule Auaust 2011.xls ApolicationForm 2010.doc Fial Potential Added wetland Area(RED OUTLINE).Ddf Hi Kendra, We are in receipt of the Draft Agency Review Plans for the Baseball Field Construction at County Roads 50 and 10. To date we have received a wetland delineation request for approval on this site. The application has been noticed and field verified, but one small area near the east property line, the creek and CSAH 10 has been requested to be added to the delineation prior to our final approval of the delineation . The area in question (attached) is being corrected by the delineator at this time. This site plan will require review and approval from the Elm Creek Watershed Management Commission. It will require approval on: Wetlands / shoreline /watercourse /flood plains • Wetland boundary and type (under review at this time) • Wetland impacts (it appears the trail /bridge will impact the wetland) o The site plans show the creek as South Fork of Rush Creek. The steam channels on this site are not Rush Creek or the South Fork of Rush Creek. It is a tributary to Rush Creek. • The flood plain to Rush Creek (north of CSAH 10) does extend into this tributary. The 100 year flood elevation is 942.25 which is hydraulically connected by the culvert under CSAH 10.. • The tributary is a DNR protected water course and will require their permit approval for any changes to the profile or cross - section below the ordinary high water elevation (OHWL) of the creek. The OHWL has not been determined on this site. • The Elm Creek WMC encourages a 20 foot wetland buffer around all the wetlands on site. • The onsite creek corridor is within a shoreland protection zone. • Water quality and quantity standards of the Elm Creek WMC must be met on this site. • Grading and erosion control standards of the Elm Creek WMC must be met on site. For further consideration for review and approval, an application (attached) and fee (attached) is necessary. Standards and requirements of the Elm Creek WMC can be found at http: / /elmcreekwatershed.org/ Please contact me if you have any questions. Jim James C. Kujawa Hennepin County Department of Envirommnetal Services Senior Environmentalist 701 Fourth Avenue South, Suite 700 Minneapolis, MN 55415 James.kujawa(@co.hennepin.us Direct Line: 612 - 348 -7338 Disclaimer: Information in this message or an attachment may be government data and thereby subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, may be subject to attorney - client or work product privilege, may be confidential, privileged, proprietary, or otherwise protected, and the unauthorized review, copying, retransmission, or other use or disclosure of the information is strictly prohibited. If you are not the intended recipient of this message, please immediately notify the sender of the transmission error and then promptly delete this message from your computer system. Revised 12/19/11 Please attach a brief description of your project /reason for your request. 441 ---P, SCR- &bVS, I SD 3 1 15 P -A t 1d J V4AFS !1 S4\5 i✓ RALL- Ft �-t "t,AD 1 !-lu "V'- 1 t-4r= l=?cr S T NX? S ©I= TAw- F l ECD Co 4vl Pt CX T� N� ETA r �&NF-eA1-L FII -1,7 FACIt -, rAL.'3 ?>L(S)CC- AIJ6013Ts gL_.ACt1E�,12S Tb ;t�R� I'1'I2oK, 32o F't Wz + tr�l" Rvr, SII T{ yzep,S� TiLAlr -S /R�E�L S� A13s �i� PQ1z- - Cbg y -.S1 1Io Z -�13Lt [orv�'SS 1Q►-�S 6- <- i L-i to HT 0a i Is Pc�1-r; . H I Calf Gam, �►� � � � � �- ��Y..E _ U010— 17,C—� VK TVAAL re-O"'A T�JF Sqz�� mpw -K (wtrH IfS GRAVE�L- P-PI Gl LW j. 'FVTvP.& AvSrD �--o7LESTV,-+J - A' --EN' tZkIST) Pk= ��Ibrr� -A +,&YD V (SO-ar --- ( P 41S tC-A — SO FER �c.�I tI +4I+�9iJ Wr O S T- d�_ �-ttr✓ 4 � � r✓ �. �� �- c�+...x� 4s t� � b!z l� . ' R E Cz- E+rnc�u �t (c,c C C--I N 1 7r�--D! 1- b c�1 9I, W LAC l5 P-r umr---D 1b cbw; Ps_9Cr T-Ite- 1 117(�C SC30TR Off' ff f- ORZ Fi LLD 5 TtRre, Tire Pew I4cCU) LO (LL, 4r— t) { CL rm E- bC`ST�otS}(�r4ST I L-k r ANDERSON - JOHNSON ASSOCIATES, INC. October 21, 2013 "LANDSCAPE ARCH17ECTURE SITE PLANNING CIVIC ENGINEERING Kendra Lindahl, Principal, AICP LANDFORM 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 email to: klindahlglandiorm net Dear Ms: Lindahl: On behalf of Rockford Area Schools, we would like to formally request the City of Corcoran provide a variance to allow construction of the proposal baseball field and adjoining parking lots within 100 -feet of County Road 10. We have attached an updated Site Plan illustrating setback dimensions. As you may know, we met with the City of Corcoran Parks and Trails Commission last week. The members were very supportive of the baseball field design and they are in favor of sharing the cost of constructing the parking lots with gravel, They were also in favor of including parking lot lights. The proposed parking lots and ball field are both within the 100 -foot setback. That being said, the facilities are a greater distance away from County Road 10 than the City's softball fields southeast of this development. The use of the School District's property will be severely limited without the ability to develop the parcel within the 100 -foot setback. In order to provide safe access and to support use of the ball field, parking lots are needed adjacent and in close proximity to the field, also within the 100 -foot setback. Based on these factors, we feel the 100 - foot setback provides a unique hardship for the development of this parcel and trust the City feels the same and feels the variance is appropriate. If you have any other questions or concerns, please do not hesitate to contact our office. Respectfully Submitted, ANDERSON- JOHNSONASSOCIATES, INC. Jay R. Pomeroy, LLA attachments cc: Brad Martens, Corcoran City Administrator Paul Durand, Rockford Schools Superintendent Andy Faulkner, ICS Consulting VALLEY SQUARE OFFICE CENTER ' SuiTE 200 ' 766755 GOLDEN VALLEY ROAD ' MINNEAPOLIS, MN 5555427 PHONE (763) 544 -7129 • FAx (763) 544 -0531 ROCKFORD AREA SCHOOLS �a- ._ a- PN C 0! a! N O O Z At! L L Ir FZ IJ 11: Ir I 1 E3* IF= E 1= I I r 1 r M N 4- U t6i 60 C >1C O ROCKFORD AREA SCHOOLS ._ PN COUNTY ROADS 50 & 10 U a E p m N °-�Fmo 00 CORCORA N MINNESOTA v m w m _Co=q).. C 0 "- E t a-vvv QM m C - +. M U s Cp 0 m 0 � N v •- s m � m y -p moi =v�i�S Z ROCKFORD AR A SCHOOLS -C m amvM rn - O.a,_30 6051 Ash Street w � M ti ti b Rockford MN 55373 ti U ti r� O VICINITY MAP GENERAL NOTES DRAWING INDEX CONSULTANTS s �Ln 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. CO.1 TITLE SHEET 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. C0,2 REFERENCE PLAN Lon 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY. CO.3 TOPOGRAPHIC SURVEY (SHEET 1 OF 2) CIVIL ENGINEERING / LANDSCAPE W W a 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL CO.4 TOPOGRAPHIC SURVEY (SHEET 2 OF 2) ARCHITECTURE: , U PROPOSED SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. V C1.1 REMOVALS PLAN `� N BASEBALL FIELD 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. ANDERSON - JOHNSON ASSOCIATES, INC. O 4 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. C2.1 LAYOUT AND GEOMETRIC PLAN w CZ h CONTACT: Jay Pomeroy W Ln 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 7575 GOLDEN VALLEY ROAD SUITE 200 Q C3.1 FENCING AND FINISHING PLAN MINNEAPOLIS, MN 55427 N 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. C3,2 FUTURE PARKING LOTS - LAYOUT AND FINISHING PLAN 763- 544 -7129 7 9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 �Hanaver # 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. C4.1 GRADING AND DRAINAGE PLAN &sue LL J 10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS C4.2 GRADING AND DRAINAGE PLAN - FUTURE PARKING LOTS 4 1c�r AYE ,y ,:,_n ELECTRICAL: FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. C5.1 SITE UTILITY PLAN Z WUNDERLICH -MALEC ENGINEERING O r 12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. C6.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) _ CONTACT: Jim O'Brien ii �k�utsrn,iieN ��` 13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. U 01 Tr � �x�A4r.�,s c�� C7.1 LANDSCAPE AND IRRIGATION PLAN 5501 FELTL ROAD y rk 14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. MINNETONKA, MN 55343 Cl) 952 - 933 -3222 O Q w 15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 52.1 OR 52 SHALL BE UNDERSTOOD TO MEAN 952.1 OR 952. C8.1 SITE DETAILS H O O +ad s 16. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. C8.2 SITE DETAILS _ U) Maple Grave C8.3 SITE DETAILS Z V W U) M naPp n' p 17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING Z O M arx�; C8.4 DUGOUT PLANS, SECTIONS AND DETAILS O a, TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE ♦ 1 Q O L `n R ckfr,.a . MATERIALS WILL BE INCIDENTAL TO THE CONTRACT. V L V to Z 'C1 ,i�accaP�ykTrl - f r c�tag�aae,a B1 BLEACHER and PRESS BOX PLAN, f SECTIONS AND DETAILS `� b N Fiaa� 4k�1f.� r as+ � ��� � S w�. 18. NO FINISHED SLOPES SHALL EXCEED X HORIZONTAL TO V VERTICAL (3:1), UNLESS OTHERWISE NOTED. Q Z Q Q J Lu r O _ 19. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, RECEIVE AGLIME, OR SYNTHETIC TURF, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE E1 SITE PLAN - ELECTRICAL W a SEEDED OR SODDED, AS NOTED. O O �r E2 SCHEDULES O Akan re',ecm -. - 06aighron m ILL V O r„d k�sm 20. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL E3 DETAILS J Y w Y _ f �assL. APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. J O 0 O 21. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C -361, UNLESS OTHERWISE NOTED. Scn'" W 23. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS AND W r� Rccknx - MANHOLES. �{� I }4x kfordRd b. ACCEPTABLE MANUFACTURERS / PRODUCTS: Q i. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE- DIAMETER WATERSTOPS" m aGm�,,, ii. PRESS -SEAL, WATERSTOP GROUTING RINGS" �InAepenAerbce i��jl ifiOU�. F��H Medina iii. OR APPROVED EQUAL. 23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. z � 24. CONTRACTOR SHALL STAKE LIMITS OF FIELD, WALKS AND CURBING PRIOR TO INSTALLATION OF CATCH BASINS AND MANHOLES. MANHOLE LOCATIONS SHALL BE �F Ave N "r4 +"•�• " '�•.. ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE r � veer Orono ir�n'k �����a z CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. N ■ O PRELIMINARY DRAFT AGENCY REVIEW s N N 3 O Q W N8931 59 "W 335.01 5b /• `PP ff \ f .• 14f V W/ 4 SAF6eEED ■ FE1 WE FE fXAN fff 1f MIE cc N N b h 0 g rg&� BLEA ER & PRESS X C? PP P V d/ aP� ea C os ntte P I ( -50 ST LL FVE�V i� Ea IRRIGATIO , ` POR A- WELL ' POT IES FUTURE °s BLEACHER SEATING BATTE ' EYE SCR BUL PEN 2) IIE�D g6® U6SVH VARSITY BASEBALL r FIELD O R i FLAGPOLE i� 1 �• I SCOREBOP FIELD LIGHTING DUGOUT PEN (2) SEATING a BATTI BATTINPv 1 STOR CAGE (2) A. \ OXAVEL JET OP � OS REFERENCE KEY TO SITE DETAILS P� o P /QJ f001' X /EA FOOT 0 O aP SHEET NUMBER (BOTTOM) OP• IDA FOOT X 11.1 FOOF E EI MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo u O 0 Z ea FOOT X 126 FOOT . -- a -0 FOOT CHM rIA'. -c 0 -c °10 15 LIM FENCE 12{ F00T X 10.1 FOOT FORT CE IMO FENCE EBE \4 CONCRETE WALK 5 C8.2 c ag CC'' DEED P� P � 0 -v •— t IV 0 1 '^ e F0011' CNNI rn 30 LM FENCE JEv PF 0 2 0 09 REFERENCE KEY TO SITE DETAILS P� o •E` 0 O C >. SHEET NUMBER (BOTTOM) c c w aPl• eITUNINOU Jtv aaF 4S OP• as aal• IN 4fT (y 'r0 MEM iF110E p 4•�N OO o W ss U OR� 4 FT IAIOIIOC Alan FENCE o P FENCE ff � Oa' Q A® VANE FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M •E` ea p C >. SHEET NUMBER (BOTTOM) OP• N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo ti'v 0rN O 0 Z JIM -0 FOOT CHM CL -c 0 -c °10 15 LIM FENCE } 3 h FORT CE IMO FENCE EBE \4 CONCRETE WALK 5 C8.2 c g 9 CC'' DEED L/NE P � 0 FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M •E` DETAIL I.D. NUMBER (TOP) p C >. SHEET NUMBER (BOTTOM) vEv�m N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES ylo ti'v 0rN O 0 Z JIM 16 LIGHT DUTY PAVEMENT C8.1 CL -c 0 -c °10 15 0 } 3 h FORT CE IMO FENCE '49 as a CONCRETE WALK 5 C8.2 1`�v�ov 13C ID 0.0 o 0 DEED L/NE U� • -v •— t IV 000 00 1 '^ r 0 0-0-0� rn 30 JEv PF 0 2 0 (n W C� "'Y M 'm UQZ r^ O CZ • Q Z w • = Lu p � PP 0 a Ln Y LL 9s O o o P� 0 JEV P• 0 No FOOT CNMI M FENCE n c FOOT 0415 ININ FEICE DEED LINNE EV, 0 FOOT X 03 FOOT SHED OP O ois FOOT C"m IM( FENCE * a' o FYI /4 FOOT 014M EDGE Q MOW OXA45 Q FENCE S�1 �--6 f00TFpF1 Y• LINE Foot CHAN HMC FENCE U MIN V8 F„ FUTURE PARKING LOTS— SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS M C8.1 DETAIL I.D. NUMBER (TOP) p C >. SHEET NUMBER (BOTTOM) vEv�m N MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES 4 ti'v 0rN O 0 Z JIM 16 LIGHT DUTY PAVEMENT C8.1 CL -c 0 -c °10 15 0 } 3 h AGLIME AREA C8.1 a CONCRETE WALK 5 C8.2 1`�v�ov ® ID 0.0 o 0 EXISTING SOFTBALL FIELDS (3) 0 PRELIMINARY DRAFT AGENCY REVIEW W U 7 W Z r W Q U) Wa LL W w U M M M N p C >. ti vEv�m N am E42 0 o0 ti'v 0rN O 0 Z mN CL -c 0 -c °10 �o 0 } 3 h Ec to) a o o U Q:: EXISTING SOFTBALL FIELDS (3) 0 PRELIMINARY DRAFT AGENCY REVIEW W U 7 W Z r W Q U) Wa LL W w U p m 2 M � h C >. N vEv�m am E42 0 o0 ti'v 0rN � CL -c 0 -c °10 0 Ec to) iy 1`�v�ov Qin ID 0.0 o 0 M N p G1 U� • -v •— t IV 000 00 1 '^ r 0 0-0-0� rn 30 Z I-, oN � h O W � M F- 0 2 N Ii U� • Q 000 00 1 '^ O O O N 2 0 (n W C� "'Y M 'm UQZ r^ O CZ • Q Z w � = Lu p Q a Ln Y LL LL O o o o � J00 No A M n W Z O F- 0 N Ii J Q 000 00 '^ O O v/ Z O`)z_ 2 0 (n W F cn o M 'm UQZ O °.'U) (� CZ Q Z = Lu p Q a Ln Y LL LL O o o o � J00 No W to Q m N ■ O N 0 U Q M M N v 0 r a N N 3 i n a N 0 N N N i N O Z 947.7 48.0 \ 947.5 947.9 /t9 \ 47.4 g P 5.9 ti 94 8& ��� \\ 31 DESCRIPTION OF PROPERTY SURVEYED (Per Warranty Deed Doc. No. 4131070) That part of the East Half of the Southwest Quarter of Section 23, Township 119, Range 23, West of the 5th Principal Meridian, which lies South of the centerline of Hennepin County Road Number 10, subject to HenNepin County Road Number 50, excepting therefrom the South Half of the West Half of the West Half of the Southeast Quarter of the Southwest Quarter of siad Section 23, Township 119, Range 23. Property is located in Hennepin County, Minnesota. This survey was prepared without the benefit of current title work. Easements, appurtenances, and GUARD RAIL s y00 encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon • �jsa7•a \ GUARD RAIL receipt of a current title insurance commitment or attorneys title opinion. WET 14725 \ 947.8 Q \\ \ y 942.8 , 947.5 cQo 3 GENERAL NOTES ZI / 4 . 941. - ' \ \ g\ V \ I.) Survey coordinate basis: Hennepin County coordinates. \ \ 940. 4 947.9 47.4 \ X 9 2.7 x943.3 943.2 9475 \ 2.) Wetland(s) shown hereon is (are) per field location of stakes as set by Pinnacle Engineering I GUARD RAIL 6 76 `� W \ 47.2 \ Proposal No. P013189.000, May 31, 2013. WET 944.01 947. \ 4 As 48.2 947.3 UTILITY NOTES I \ \ G \ \ \ G \ 941.0 1 I 943. 947. x 943.1 \943.6 fl 1N�T I _73 9 947. \ 9Z x 943.6 \\ \ G47. G47.4 s46.o ;' I.) Utility information from plans and markings was combined with observed evidence of utilities to \\ 8943.9 \� \ develop a view of the underground utilities shown hereon. However, lacking excavation, the \ 941.3 \ \ \\ ® \ 948.4 exact location of underground features cannot be accurately, completely and reliably depicted. \ 943.5 \\ 40� \ x942 47.7 479 G4�° ` Where additional or more detailed information is required, excavation may be necessary. \ GUARD ���, oy� x943.3 \ \941.2 \ \ \RAILx9 2 \ °y 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to �� ,� 846.5 c construction or design. x\943.2 0. C x BOG 44.5 x 943.5 ( 943.6 \\ �y \ \ 44.0 - \ 0 • /' 946. \ \ i(942.0 W' -72 945.8 \ PP �4\ 42.8 \ WETI_7 3.) Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket number 131362235. x 943.7 �( 943.4 x 941.1 4�4 \\ g' ^\ /948.5WET I 77 ° �4�9\ \ 4� >\ ' x943.4 \ \ 45.8\X/ ' 4.) Contact GOPHER STATE ONE CALL at 651- 454 -0002 (800- 252 -1166) for precise onsite WE�IT70 \ \ �`� I x1942.9 X4.1 949.3 , location of utilities prior to any excavation. A- 940.6 1941. 44. 4S� \ I I I 945. X943.3 �44,. 0 4S ` • • - \ 941.5 i x 943.9 "42.1 1 949.7 x 943.5 \ \ Q 940.91 94fQ\ \\ I x 943.6 G� `\ x 944.3 \ \ 943.9 \ \V� \ � 9411 944.0 943.7 A \ \ \ / \\ x 944. 4 s� X 944.1 \ x 943.8 s4s.\ 91 .4 \\ O '- x 943.6 x 43.8 45.0 �. / 944.\ \ 941.8 �4 .0 / \ 950.5 ' �` X x FT BARBED �� � '9 S �, �' , , BENCH MARKS 1 i 94415 WIRE FENCE (NAVD 88 DATUM) / x 944.1 �43• \ \ I x 944.9 x 945.4 \ O x9440 I ( 1 \ '� 1.) Top of aluminum alloy rod 1.25 miles west along County Road 50 from junction of x944.5 \ 951.5�`r County Road 50 and County Road 10 in Corcoran, y xga\.6 \ A, \ -A `9�6, 25.0 feet northeast of Count Road 9aa.4 x 43 g4�1 944.2 LL x9447 946. s \ 50, 300 feet southeast of Eagle Ridge Road, 1.0 foot southwest of witness post. I � 941.7 1 � p44.8 x 945.0 \ 952.0 944.6 x944.3 WETI_78 1 \ \- x 946. I 8.6 \95L2 ` Elevation = 970.07 feet \ I \ x 945.0 x 843.8 \ \ \ 9 1.943.1 x945.2 \ \ \ 952.5 2.) Top aluminum alloy rod in Corcoran 0.8 miles south on County Road 19 (Bechtold � -gg, x 945.0 1 \ 944.8 I I \ T \ 49.3 Road) from junction of County Road 19 and County Road 10, then 500 feet east on 943.8 1 941.4 x 9 6.8 948 \ I x943.9 I 1 I \ 953. oy�_oy Strehler Road, 27 feet south of Strehler Road, 1.0 foot north of witness post 1 945.1 3 FT B RBED ° p x 945 3 x 944.7 \ g]}0•�\ WIRE FE NCE \ \ x945.5 x \ I 54.3 Elevation = 1016.60 feet 1 I I 945.4 5.5 953 7 945.3 OGE ( x 947.4 I 941.4 \gTER \ I x 95175 x 9 � 9. I -X946.2 x 945. \� 953.3 944.3 / \ 954.0 x 945.7 x 945.1 I x 944 5 WET 8 `945.7 _\ �P (\ I I .948.3/ \\\ 941.1 x 942.5 C V \ / \ 954.6 ` \ 1 953. \ / T 946.0 ' 941.8 943. x 945.6 \ x 946.6 950. x 944. 246.6 /II x 944.4 \ I / -\ x 946.6/ I x 950. ti/ /954.8 y \ x 945.8 x 945.5 / x 944.9 941. x 94 P.7 )45.9 x 955.7 O 946.2 - 1 x ( \ 947.4 x 947.1- / S 955.,3 -°y� / x 945.2 \ \ x 947 x 955.9 x 954. 941.8 I 9�i2. ~ 9 x 9 9.6 ~ I �` 95 .9 956.2 955. x 946.4 x 94 .8 \ 945.1 \ 941.4 �` \ 4�„ - / / �j51.7 1 \ I +� / 953. I \ / �- 1 \ 1 x 945.9 WE�I_67 \ \ 946.9 / ' ..9 / ,r I ' 956.4 x 956.8 \ 956.2 11 72 9571\ \ 955.5 \ \ \ \ x 945.5 \ x 946.2 \ WT I _79 \ 1 1 x 94 6 I 948.5 x 956.2 \ 941.9 x 946.6 x 946.7 \ 943.7` 941. 943'0 .0 \ ) / 49.8 /.. ' 951.3 \ I I I WET-59 x 956. : \ \ 956.3 \ / \\ S \ \ x 944.8 \ x 9478 \ \ \ \ \ \ \ / 95 9 956 9 \ / 947.7 ,I x 944.3 OG \ \ 949.2 - / x949.1 951. � x 95 .4 I I x 956.4 \ : 956.8 x 945. x WETI 66 - \ � \ 9 4.6 \ \ � � / / � x 9�'�/.5 ` \ 956.2 1k \ I I `�� x k 955.7 ; \ O \ \ i' 194 950.4 \ \ I \ x 947.2 \ Q \ 1 , x 56A, x \ \ x 947.3 /\ 1 I x 944.6 \ I I I �/9W5 1 -\ x 956.1 \ \ 956.9 0 1. 4 /948.3 1 941.1 944.0 x 949.6 ET I �2 95 5 x \ 953.5 \ \ \ 957.1 \ �c / I 941.8 � x 946. \ I % ( � \ x 955.6 x 957.1 956.6 � / 1 x 945.6 x 45.1 94�4�3 \ x 944. 949.3 / \ \ �y I pPU II 1 \ \ I \ \ X 95 J ✓' x .6 \2957.0 x 95� x 51.4 k - \ 1 954.3 ,x 956.0 \ x 947.9 \ \ \L - 941. x 943.6 Q x 948.2 1 \ \ \ \ 941.8 \ / x 94 .4 \ 4, / \ 95 x \ \9565-\ F11 \ V \ I \ \ / \ �� \957.6 948.8 \ \ I x 950.1 \ Z � \ \ x94 6 \ \ x 945 4 I I k co 4l 954.1 x 955.3 \ 999 0 x 948.9 / 947.8 \ x 945.7 \ � � \ \ � x 955.5 956.4\ �, S X 950.8 x 955.8 \ / x \ 941.8 x 9/415.5 / \ x 947. �, x 95� x 949.1 1 \ \ %546.2 x 945.9 941.9 I Ix 947.2 \ \ / 950.6 \ 95 ..4x50.9 \ I x 95�, C \ \ � •� x 954. 943 I \ "� \ \ \ 957. 949.8 x \ / \ I � 949.0 \ \ \ x 51.0 ` I 941. x 94 .5 \ I \ x 952. \ \ \�� ° _ \ \ `\ x 945.8 I 4�• x 945.8 / x 950 944. / C I 948.3 X49. I �\ x 953.4\ 953 9 955.56.3 957.0 S (� \ - I \9 - \ \ x 954.3 956. ,1 941.8 I \947.4 x 954.6 / x 950.3 � 949.0 x 946.3 � x 949.4 I \ \ �.951� \ \ \ \ / 1 \ 948.8 WET 60 \ 950.8 / I x 946 7 \ I \ x 954.9 / x 953.6 \ \ _ 951.0 x 94 9 941.9 \ x 947.4 x 949.8 \ \ \ ET I _80 I / ( 1x 944.9 I \ 946 � 948. x 951.1 \ / Q x 4.6 a \ x 951.2 \ I �4� � 94 4.2 , 941 ss.o \ 94 \ X950.3 \ x 47.2 .� / \ \ \ WET 14 65 v `45.9 \ \ L \ x 951.9 \ �x 952.9 x 953.5 9SS> /� O X56 \ / / \ f \ E \ x 953.2 \ \ �� \\ x 945.0 � � ( N1�T I _63 \ \ \ \ �( � \ G �' \ x 951.4 \ 953.5 952.9 \ � x � � x 9553:6 952.3 \ \ \\ x 945.4 x 944.2 \ 941.8 \ \ ✓ � 946.5 k \ C v \, x 952.6 x \ / x� 181 \ 941. \\ 945.3 \ \ 94 7 x 952.3 1 \ 1 I I \\ \ \ i � ' ; � \ � � \ ■ 953. �\ I I WET I _64 946.3 \ 949.0 943\ 941.5 \ \ x 947. I x 952.6 \ \ I\ I I I \ x 945.3 x 950.4\ x 952:9 \ 9 .3 956.3 \ x 952.5 I x 944.3 x 944.9 \ \ \ y \ \ \ x 951.6 \ x 952.4 \ \ O \ / / 953.4 I x 944.4 \ 945.1 x 945.4 E k x 951.3 \ 95 Ix 947 \ (R \ X 950 9\ \ \ \ \ Z x 953.3 \ I \ \ 947.4 \ x 8 J 1 I x 9 3 \ 941.9 WET-58 \ 951.8 \ I I \ 6 x 945.6 945.4 � \ \ x 944 I � • \ x953.5 955.3 I� I \ x 946.0 44.4 \ \ x 5.0 %- � x 945.9 \ x 8 \ \ � x 952.5 x 953.3 I I \ \ �\ x 952.7 \ \ \ W O . 1 ],\6 x 946.3 x 948 \ \ x 952.6 941 43. 4,9 \ \ 4 \ I \ \ x 951,8 \ 956.0 956. \ / \ x9 /9 / 953. 'I / \ / \ , x 949.2 x 950.4 x 953. I \ o x 954.0 � 945.4 \ 941.8 x 944.7 / X3.6 \ �/ � / I x 51. \ x g \7.3 44.9 x 945.5 x 944.4\\ \ x 94 .9 44.8 y\ 79 47.9 x 951.2 // \ \ \1 Q / / x953.6 °S �46. I � \ \ / 46.8 x 947.3 / 955.2 --- 3.6 x 953. 1 x 953.8 \ x 953.4 k \ \ 4 � x 943.3 x/946.0 � / / � x 953.4 x 953.6 / � 0 \ \ 941.8 x 944.0 p F \ x 954. \ 952.7' x I \ x 94 4 x 9�7. �\ � / 955.8 x 74.1 / x 951.7 I9 I.¢ ®948. x 93 \ \ \ k ( x 95 x 951.2 x 952.5 / \ \ P x 953.2 1 I I 11\ 951.8 x 944.6 / / / x 951.4 / / �� E \ 955.8 I 9 1.8 I x 949.2 x 951.6 / �J P � 53.9 � 2.9 / I / \ I \ x 944 945.0 x 945.5 / \ x 946.5 / \ / x 943 I f x 947.5 / v \ �� / x 954.7 C' x 954.8 x 95 I 955.1 941.7 Ix 944.9 / \ \ \ / 952.7 x 5 I g 5. I / I k BARBED WIRE s4s.s� x x47'1 / / �,�C � x 994.9 x 953.9 1 / I x 946 942.0 I WET_5 9j� I / / x 955.4 / I I FENCE I 952.2 I I 952.:'. \ 94� 955. \ I / / I l / x 951.8 - I x »53.9 \ ' x 952.4 (5 52.0 / / x3' t �t 952.0 \ '' 955.7 � \ - �WET 81 I I � \ I \ _� x 90.8 / / � -� / x 945 / 951.8 x 941.5 II 46 x 947.5 x 9 / \ / x 9�Q6.3 x 95 951,1 \ \ �o / . (� ' I j 944.3 / / / \ x 956.4 x 957.4\ \ ,'i \ O i- / x 944.2 94 .8 I / I x53.2 � ' x 946.2 / \ / 51'0- x 9 V4 \ I EDGE OF / / / / / \ / / / x 957.5 \ 952.9 ,j ) 950.\ ' / / 45.0 WATER I � 5 / x 953.6/ \ 1 / \ 950.,1" J x 947.8 / / / / x 954.5 3.0 x 54.9 / / \ \ / I / / \ _ 955.4 \ // 47.9 x 0 / x 952.1 x 9 2.7 cp 949.0 Y,yj" 955.7 �X 950. I / x 5.1 944.5 I 9 7 \ \ x 57.3/ r x 952. 5 \ y� % / s / / / / �` 59.2 / I / 949.x6 \ \\ \ 9 .1 ' _ / 941.7 944.1 x 945.4 x 951.2 / x x q5�.3 x 949.5 / 941. J'� 4.7 x 945.6 x 9 5.3 I / / \ / 1 x 957. I ' x 948.4 /x 945.9 k 946/3 / / / / / 0 x \ / x 958.5 I /x 953.6 x 94 \ • / \ / 948.8 : / / x 9 4.4 E11i111_56 & 948.1 / / / 954.3 955.0 1 \ I / \ x 947.2 / \ � x 950.2 555 \ / I ' \ \ � 955.6 \ , l I / x 953.2 x g54y x 955. \I / I / x 948.4 x 948. t \ FOL x 9,0 8 / / x 44. x s •� k I I / / x 95 7 \ \ \ k 959.0 952.8 49.2 FOL \ // / / x 96.4 I / 6.1 I / \ \ \ / / \ 955.5 x 948.7 I 9 5 � / / x 944.5 ` I J47.7 R 946.4x4 .4x 945.9 x 944. 3.1 \ 41.6 •957.3 �- 948.3 _ .4 2.8 x 944.8 x�g / x9 x 946.4 �/ 946.8 I / / x 944.3 I I I I x I x x 954.$ / / 9 \ 9 3 ,' \ \ ` / x 946.6 x 945.6 / /* /� x 944.4 I " 946.1 960.7 I x / 954.5 x 5.2 / \ \ I x 3 / / . 947 9 I \ \ 955.9 0 / I / 945. 941.5 / ( I 953.7 < x 954.2 \ x 956.6 / \ C / x 944.9 k I I \ I � / x 953.3 _ 952x0 947.9 \ e 956.3 °y x g R2' x 944.8 xi444.4 945. \ x 952. / / / I I / c? / x 944 942.5 �� x n T ti �x�42.9 / 42.8 / x46.9\ \ \ \ x 953.2 / / ' \ \ \ x 954.5 954.5 / / x 94(9.3 4 FTI WROUGTo. \ \ss.s 945 ° 942.6 --+-9s44.3 / \ \ x / IRON FENCE / 945.8 x 944.9 x / 942.5 2. 42.6 94 .6 x 945. I \ \ / \ / f F / I I \ / x 945.5 WET 944. o, 942. x 0 8 \ \ -6�j \ x 953 8. _ / 952.3144 \ I x 948.2 \ \ \3 O X 945.6x sJ� 42.1 �y943.2 -\ 949.5 \ \ -� \ J WET 43 947.6 9 Z. 940. 941. 42. x / 49 7 T 142 I Q \ \ 956.2 / / x 953.2 \ S x42.9 42.2 '\ \ 1 \ \ \ 952.9 x 952.7 \ \ 145 - L 1. / 2 942.5 \ I I \ \ \ x 951.2 \ �'g9 950.5 \ x 945.9 �4941� '�\ \ x 950.6 \ 2 47.9 947.8 A ` I 956.7 \ 4�x \ 4 946.6 \ \ x \ �§z� -- x52.0 WET_141 ' V x \\ x 944.5 5.0 x 9 •7 x 945 940.8 �- X 944.3 9\ \942.5 \ \ \ \ \ \ `51.1 \952.5 ' 42. 945. EDGE x 948.2 I 956.2 x 943. 944.4 I 1 9 l� �x 95.1 � \4L41. WATE � "T �a+ / J \ \ \ x 945.5 945.5 \ 949.9 �1 / I 9 I \ �' \ CH LINE 943..,x 942.0 ��0 2. 94.1 x 946`5 x 947.7 \- \ W 1 x 948.1 \ x 951.8 _ _ �4 942.2 I 945.6 947.9 �L - - - - 45.0 - f- 950.4 27 c�4� �947.i MATCH LINE 945.6 ,C \ x 949.5 - / \ a WET 14 �\ x 45.2 / x 46.6 \ \ WET_54 I \ x 949.3 x 948.2 949.0 x 949.6 _ x 943.7 944.6 x 944.9 94%; jx 942.0 / / x 9 " 3 \ �o 9460 \ \ \ \ \ \ \ / X948.0 \' �` 949..2 / / 44.2 � WET418 8 f E ( T, \ 944.3 lv�� 9�4 .4 / (\ \ g s \ l 945.2 946.1/ \ x 946.3 \ \ \ F \ x 948.6 } T_47 947.5 a 948. 949. \ / \ a \ 44.0 944.3 r ., %� �- x 948.3 / \ Q48.1 / �+ I / /942.0 G� � 943.1 � x 944.3 �� � / 944.7x r � X 946:9 \ \ � � P � \ 94•>i�.4 946.6 \ -/ 947.5 44. x 944.2 x 9 A \ x 945.3 x 947.1 \ 1/ WET 133 94 . x x 3.8 x 944.8 / lq / X / 4\ 945. \ x 947.7 / I \ 1 9� x 947.7 Lt.5 943.2 2 2.2.9 WET53 x \ x 947.4 943 � x 944.6 .0 6.3 - - 947 -0_G x 947.1 _8� t� 1- �yyET 138 \ - 949.9 ��1 944.4 T 9 .,e � . _ _ �. \ _ � x 947.4 � 947.41 rn I k 94R/ l Jri � � A47 � \ \ LEGEND CBX Denotes communication box CWB Denotes concrete wall bottom FOL Denotes fiber optic line G Denotes gutter GP Denotes guard post GW Denotes guy wire GYP Denotes guy pole HCS Denotes handicap sign HH Denotes hand hole OHC Denotes overhead communication line OHE Denotes overhead electric line PEP Denotes polyethylene pipe PKS Denotes parking sign PP Denotes power pole PPLP Denotes power and light pole PPU Denotes power pole with utilities TCS Denotes traffic control sign UGC Denotes underground communication line W Denotes edge of water WAF Denotes water fountain WET Denotes wetland stake COT Denotes Cottonwood tree MPL Denotes Maple tree WIL Denotes Willow tree N I hereby certify that this sketch, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this I I th day of June, 2012 SUNDE,ILAND SURVEYING, LLC. By: - - -- - Arlee J. C Iso P.L.S. Minn. Lic. No. 44900 Date Drawing Title: PART /AL BOUNDARY, LOCATION AND TOPOGRAPH IC SURVEYFOR.- /NDEPENDENTSCHOOL D/STR /CT 883 CORCORAN COMMUN/TYPARK S9001 V i • DE East Bloomington Freeway (350) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) LAND SURVEYING www.sunde.com D Project: 2012 -247 -A Bk/Pg:964 /l8 Date: Township: ll9 Range.-2J 23 Section: 23 6/l 1/20/3 File: 20 1224 7A 00/. D WG Sheet: I Of 2 U M M M N 0 N s 3 N 0 i N N_ O N Z Z J N 0) \ 0 Q) r,� r vJ / x 953.9 / I � x 94#.6 1 I � 94 / x 952.4 ( I / 552.T0 I WEI_81 I I / 951.8 x 5.4 I I x53.2 / I ' x 946.2 / \ ij, I 50.,✓ I / x ggr�4 � � 45.0 / 9 942.0 I l 941.5 j 944.3 x 944.2 EDGE OF WATER / ck 950 /J47.9 8 / x ,p �✓ I / x 5.1 944.51 / 941.7 x 949.5 / 941. x 945.6 x x 95y3 J9 4.7 945.9 / / 948.8 / x 9 . 4 I x 947.2 4 / x 944.5 x 948.7 I / 946.4x4 4,�/ / 41.6 -945.9 9 x 844.8 28 / x 9 4.7 946.8. I / x 946.4 / x 944.3 / x 946.6 x 945.6 / / 942. �- gay I / 945. 941.5 22 /944.9 X X/ 1 / / o X x 944.8 x x 944 � 942.5 /) /4.4 � - / x 945. 942.6 //4 .gA4.3 / 842.8 945.8 x 944.9 I 2. 42.6 \\ 94 6 X 945.5 942.5 \ / WETI_82 944.1 � 942.1 x . 42� - 3.2 940. x 941.5 / �� \ 42. 41. � / •2 �, 942.5 / X9 \ x9 '7 x 945 x-944 3\ x 9 \942.5 x 944.5 / 5.0 940.8 943. �/ 944.4 1 \ 943. x y I 9 CH LINE C 942.0 �� 2. 9 45.0 I x 45.2 / x 7.6 \ \ 944.6 J / x \ x 943.7 / x 944.9 943.x 942.0 94 3 // 944.942.0 G�� 943.1 / / x 944.3 / 944.7" x 944.2" x g / / / / �,,, 8 x 944.8 �J / � X x 943.2 '� 2 ^ JJT.V FENCE /X g52.2 / x 955.4 \ \ x951.8- I 955. / x3' I * 952.0 x 953.9 952. 955.7 ` x 945 8 / x \6.3 X 947. x 95� 95 .1 o 946.6 x g¢8,g 94 .8 � x 95� x 957.4\ / �'�',��\ x 957.5 \ I 952.9 )= 950.8 / x 953.6 \ / / � 1 ', / / k R FJ ��5 x 947.8 / / / x 954\ \119,5,3.0 / 1j \ I \ 955.4 / /x 952.1 / / x 92.7 / x 54.9 \ / I 949.0 � \ I / / x 97 / 952. 955.7 \ \ J x 57.3 /S� /944.1 x 945.4 / 951.2 � 59.2 949 \ 9 .1 ' '/ x 957. x 948.4 946/3 / 58.5 / x iii111 G�948. I x 953. WE 56 x 954.3 ( 955.6 x 950.2 / / / 955.0 � / x 955.5 / ' / x 948.1 \ \ 951.0 \ , x 953.2 x g54-, x 95S 7 \I FOL �/ x 948.4 / \ x951 49.2 \ \ X 944.5 / I / \ \ / x 9'6.4 I / / I \56. I X 944. I I I \ g / 5x \ 955.5 \ \ x 47.7 I 953.1 / \ x� 957.3 \ �, 948.3 I \ X 960.7 I / x 954.5 / \ x 9541 ' n / \ 955.9 0 x hi3� /\ \ � y_ 1 I x 5.2 / / 9479 \ \�,` F x 944.4 -946.1 I \ x 953.7 \954.2 \ \ x 956.6 - 952,0 / ( 947.9 \ B 956.3 °y 945. 1 \ / x.3� x 952.E �, - x946.9 \ I \ I II \ \x 953.2 ^� \ \ \ x 4 FTI WROUGT �0. \ \ 55.9 \ \ x 954.5 / x 94(9.3 I \ ss4.�/ J IRON FENCE x 945. I \ � � � � _ 945.6 I \ \ i�J \ \ 953:8 . /9 2 44 I x 948.2 ` \ O 9 9.5 \ \ �9✓ \ \ / J WET 43 14 9 2. G 9 \ _x953.2 \ / \ x 952.9 x 952.7 \ 49 7 �� 1T4142 I fQ- \ S' 956.2 9 \ x 951.2 \9 w 950. 14 946.6 x 950.6 x \ \� 2.$/ 42 ES- 9$- WET 8141 �� 1 956X7\x 951.1 J_ � 52.0 w 945. x 948.2 v I 956 I � \ x 952.5.. / 42. EDGE 95.1 `% ( \ _ �F x 945.5 945.5 \ \ 949.9 / X141. I WA 2.2 94 . I - - 1 - x 946. � x 94\ �_ W I 945.6 �47 9 - x 948. I - - - - - -\ - x 951.8 - 945 \ x 949.5 950.4 \ 42.7 r,943. WET 14� WET-54 x 949.3/ x 948.2 949 x 949.6 \947.T I MATCH LINE \0` 50.2 \ _ WETgag \ co %` 9-46 -Q -' -----948.0 �_ ET- / / 944.2 v I N l 945.2 / x 946.3 \ \ \ F \ E x 948.6_47 947.5 a 948.1 949. ` 46 1 x 948.3 / v \ 44.0 944.3 �` 48. I \ x 945.3 x 947.1 ` P \ 94'6.4 946.6 / 44. V M 945.8 \ x 947.7 \ WET-411647.5 Zx x 947.7 �W x 947.4 V3#T3 \ WET_ 5� 3 � C _ 943 x 944.6 •0 7-0_ /yy ET 138 942.2 944.4 9 2• 2 9 \ \ -\ '" 94 =947.1 x 947.4 WET_48 � 947.4 m 94 I � l- * �47� 948.5 x 943.6 / / \ - \ \ x 947.8 a I WET 9132 \ 947.4 946.4^ \ T , >. 947.5 rn a 944. 948 4 FT WROUGT 942.6 �_, - WET- 48.8 944. WE 137 943.6x / X `� \ A�\ 42.6 �/ET_52 47 0 IRON FENCE x 943.1 / 942.2 / -\ - 45.2 948.1 943.8 / / � kl \\ - x� \ \ 2 \ 946 - ln, /I )/ 948. \ x 944.0 943 9 Of� _ WET 13 x 945.4 946 5 WET_49 �x 946 9 x 9�� �txi9 I 9 .7 946.7 9 WET-51 x 6 943 / x 45.1 \ TI-11 WETI_12 \ x 43.2 946. 944.3 ,,,,�� EDGE OF \ 46.5 946•g / �g4 WET I_83 \ WATER WET-50 / )) ` \ 94 0 946.8 x 945.8 945.8 9 2 945.0 44.6 948.9 x 943.1 /� 9422.9x 941.9 / B�E-B -WIRE I \\ `_fl 43.2 43.2 \ 9 f5-8 46 \ �� (( M( T_I/ SOUTH LINE OF THE Q / x 944.7 FENCE \ \ 945.1\ 430 �� 1 \ �^ 94 946.1 \ 942.8 p / � 942.9 �+ 942.6 x 944. x 945.7 426 m x 946.8 / x 947.4 /G f �/ / � \ W -1 947.5 X94# 1 I 9\46 1 943.' C 942.1 45.1 NEl /4 OF THE SWl /4, / x 944.1 X \ \ � 943. \ � 942. 94'5 x 947. GJ� / / / / � � \ \ SEC. 23 �%�� / x 944.7 x 944.2 \ 946.4 945. \ 9 \ �� \ Q- g 94 946.2 943 942. �O // x 945.6 /� \� . �2. � 945. � J / X 947.1 , / x 944.4 WETI_10 WET 945.4\ \ \\ 94 0 II 43.9 O / � \ W 941.7 945.1 WETI_I5 WETI_20 \ / WET_130 / \ \ 4 945.8x / 0 I 946. 943. / x945.2 945.6�� \\ 942. \ WETI_21 943.3 945.2 3. � -f•2 46.2 x 944.5 WETI _16 \\ 44.81 / \ 943. 942.1 / �� / 44. 5.8 44.6 111 45.0 945. 943. 943'8 -�\ 946.9 �y LINE OF THE WETI_1. �\ 945.2\ / \ x 943. / x 944.7 WETI_I9 43.2 �J /� SE114 OF THE SW114, II l / 9 x945.0 WETI_22 xe45.8 \ I I WET- 129 Z \ 42.8x 942.1 941. / I SEC 2�' �WETI_18 / 946.1 \ 944. � Ci (( WE x 944.9 / / 42.8 941.3 / x 944.9 \ 5 x 944.0 944 � 943.1 / / / 944.3 .5 44.6 944. -0 / 943.2 I \ 943' SOUTH FORK WETI_942.X / 46.2 I / W 941.1 U) zt 946.0 x 944.7 x 944.6 x 94 .1 WETI _23 WET25 946.6 / lV EDGE OF, WATER 945.5 945.9 WET26 �„- - - � 948.3 1� h 9 1.4 WETI_9 WET24 946.5 / WET_128 943.4 / 943.6 \ \ x 944.8 I WET27 / 943.Gg4� 943.6 943.6 `45.0 I 943.4<' x 943.9 \ x 944.5 941. x 943.0 x 3.9 x 944.6 / 5 / 9(4 I / 942.4x 941.2 ,0/942.0 1 / / ( x94 . x 944.8 Q I 943.5/ / / \ "9433 x 942.8 \ 44.7 4214 / 942.6 X4.0 - � 945.0 I x 944.3 I / / 941. 41.0 . 942.2 942.9 9 2.9 x 943.3 \ x 944.7 15 "ASH 8 x 944.5 945.7 WET I _85 / / 943.0 x 944.8 WETI _8 943.4]91 /7 / / \ 'Y • 7 941. / \ 940.9 42.3 / / x 942.7 95" "ASH x 944.4 �r944.2 WET 1 _86 / Q� / x 942.4 943.6,E 943. G / / x 943.2 x 943.2 x 944.6 / / \ \ / .943.7 TJ43� / 949j" 9/941.3 / / x 943\ 943.9 943.5 x 942.5 x 942.5 \ \ \ 944.5 I / O / 943. Ix / / x 942.4 \ \ / 943.8 WETI _7 / / / N /3 J 41.4 943.5 x 944. L/ -��� 943.0 x 94 8 1.5 "ELM `- I / O / x 942.6 kti / nI I� 2 942.9 ASH �I x 943.4 x 942.5 �� _ +9 941.4 943.1 V V \ 943.2 942.9 / 8 "ELM 94 x 942.9 x 942.6 942.7 \ / 9 41.5 943.7 38.6 10- (.942.9 15 "ASH \ J 12 "VCP �1�0 / %}43� \ x 942.9 q x 943.7/ x 942.8 x 943.1 J'� 9433 941.8x 940.6 to /y � � j � / 942.9 � ' 41.5 943. W42.9 �942 3 1 940.9 x 942.7 / 943.3 \ X42.9 943.0 943.5 \ \ I ETI _ 7 942.Ox \x 943 �� 12 "ELM 15 ASH 941.1 942.6 943• -7 43.6 943.3 943.4�\ -\x 943 6 42.9 \ / \ - g42 9 944.0% / 943 6 W43 9 93 > / / / WET I_89 J / x943.2 \ I \ WE 9144 I 439 943.9 rv� \ x 943.4 / 44.� / Lu LLJ LAW h 942.1 \ 943.8 -:�Z 944.3 944.4 WETI_88 \ �� WETI_94 944.4 � \ 1943.8 Z \ J WEI_6 Qo \ I I I I I IIII -- N89 03/ 159 "W JJ5. 0 r DEED L /NE I IIII � \ I s N WE5 14 WET5 I I I \ I I I I \ W N o � 9 5'lqI W�TI_4 �GN I I � I I � IIII P� h / I E 945. 3I I 7ET� I G\ EX o L SOUTH LINE OF THE SE114 OF THE SW114, SEC. 23 l 40 0 40 80 SCALE IN FEET JISUNDE LAND SURVEYING www.sunde.com 1 File: 20 / 224 7A 00 /.DWG Main Office: 9001 East Bloomington Freeway (35W) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) West Office: Mandan, North Dakota 701- 663 -5562 Sheet: 2 Of 2 IIII \ I WET 3 95 \ WE5 14 WET5 I I I \ I I I I \ 9 5'lqI W�TI_4 I J I I I I I � IIII / I 945. 3I I 7ET� I I � I I 946.8 WETI _961 I I I \ \\ WET WET / 49ETI-97 46.3 946.3 WETI I _ / 947.6 WETI_100 � / I / ETI_99 % X948.2 WET 98 / SOUTH LINE OF THE SE114 OF THE SW114, SEC. 23 l 40 0 40 80 SCALE IN FEET JISUNDE LAND SURVEYING www.sunde.com 1 File: 20 / 224 7A 00 /.DWG Main Office: 9001 East Bloomington Freeway (35W) • Suite Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) West Office: Mandan, North Dakota 701- 663 -5562 Sheet: 2 Of 2 .j I I I I 1 I I I I 1 I I WET1 65 EDGE OF WA TER WET1 _64 �5 ARE / , , , WET1_63 i B � J BARBED WIRE N FENCE / E5 ■ �R� I ■ / I / I T_56 1 I 1 I 1 I 1 I / t 1 , 1 , I , /if WET_5� I I I 0 I � � I CB WET-54 c�\ ok WET_53 W EDGE OF - - - WET-1-173 WA TER IWET1 _11 WE _12 I I ` I W W ET1 _10 O � - I S WET1 _14 WET1 r , T ' 133 /WE /WET-60 WE %58 � F � J F� REMOVE TREES AND UNDERSTORY GROWTH TO ALLOW FOR NEW TRAIL AND BRIDGE. PROTECT EXISTING WETLAND Q AND VEGETATION OUTSIDE OF CONSTRUCTION LIMITS. �) P nano an , T_52 10r10 an an m m m WET-51 B B WET_50 W �J / / � J W F� /WET-48 I� _ _ _ WET-49 WET_145 / , kT_146 WET-47 � J W j j� W / W W W , W SOUTH \ED6E WE 1 �, / / W / /WET_13 W OF CREEK / /� T1 1 1 1 I 1 1 G9 P WET1 _ W EDGE OF rR EES WET1 _ \ WET1 _19 WET1 _18 WET1 :� W W �t WE / / W / W / W / W / J SOUTH EDG W F-12 F CREE - 0 W W W � - - - - - - - - - - - WET WET27 12 "PEP 12 "PEP IRON FENCE 0 /WET_144 Q - WET_143 O ' WET_142 Q WET_141 I (}� EDGE OF v I WA TER I I I WET-1 40 WET_139 CREEK WET_133 / I / \ kWET_138 WET_132 WETt137 1 / WET_ 4 I W I /WET_131 � I WET_135 ` I I I WET-1 P� G� �F 4 FT WROUGT IRON FENCE BARBED WIRE FENCE J LEGEND TREE REMOVALS -SILT FENCE 1 C8.1 ROCK CONSTRUCTION ENTRANCE 2 C8.1 NOTES: 1. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, DRAINAGE PIPING, AND DITCHES, ETC.) WHICH ARE TO REMAIN. PROVIDE AS -BUILT DRAWING ILLUSTRATING EXISTING UTILITIES, CONDUITS, WIRES, ETC. PRIOR TO PROJECT COMPLETION. 2. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 3. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 4. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR RE- ESTABLISHING ANY BENCHMARKS WHICH ARE SCHEDULED TO BE REMOVED OR RELOCATED, PRIOR TO BEGINNING CONSTRUCTION. 6. TREE PROTECTION: CONTRACTOR SHALL INSTALL ORANGE SNOW FENCE AT DRIP LINE OF ALL TREES TO BE PROTECTED FOR THE DURATION OF THE PROJECT. 0 Z U N 'o L CL IZ a- N 0 I� m > 0 C m .N v m 0 n U w Z Q J J Q O 2 W U a m >, M 3 'v 75 -a O a v � m N 0o 04)E�� N -a 0 w c_ 0 a"-Q •- a a on CL 0 ° ao Ecai� wo� t a-avv aLo 0 C —+. 0 U-0 =p o M >N m U� -0 •- s m � m ;.0 ° L7 amv5 t m L 3 U 0� rn 0 _a0 EROSION CONTROL KEY LEGEND OA SILT FENCE 1 C8.1 OB HEAVY DUTY SILT FENCE 1 C8.1 CO ROCK CONSTRUCTION ENTRANCE 2 C8.1 OD SEDIMENT FILTER AT STORM SEWER INLET OE EROSION CONTROL BLANKET 3 C8.1 OF SEDIMENT LOG 4 C8.1 PRELIMINARY DRAFT AGENCY REVIEW Z O V r � � Z w Ocnz Vw2 Q Z -i < Ww0 Y 0 J 1 0 MQ w W W a m O O U Q w Q 0 w O LL Y U O m O N 0 a� s N h v W � M C7Ne wo� w U� L7 N N W O W w� O O ~ �7M v1 wao Loj UQ� AM Z O V r � � Z w Ocnz Vw2 Q Z -i < Ww0 Y 0 J 1 0 MQ w W W a m O O U Q w Q 0 w O LL Y U O m O N 0 a� s N 314 TOTAL 6-TOTAL 320 TOTAL NET 18 " NET 33 " SEATING SEA TS WHEELCHAIR CAPACITY SPACES 0 7x8 RAFTERS 17' OL. Z OR DTR SPA 6" it-it FlBERGLA68 INSULATION 4 MIL POLY VAPOR BARRIER IM GYP&M BOARD STANDING METAL SEAM ROOF - COLOR TO VENTED ALUMINUM SOFFIT BLEACHER AND DUGOUT ROOF AND FAGA 8Y81EM n 2 -7xIV HEADERS 04 OR BTR - FEM -FIR) SHEATHING TO SHEATHING DIMENSION RAFTER TIE RAFTER TIE 4. OVERHANG x 4 , D D BUBF£NDED GEILMG, USG PROFESSIONAL SERIES - VERIFY 4' 0. ,- 1 J i�_ C— L m W m TYPICAL WALL 0 "TIRUCTION, m CIL r uj _ STRATFORD WEAVE PANELING �d ���.) 1/2- GYPSLM BOARD Lg MBTALL 13 - i IR• DIA GR01?ET8 M N 4 ML POLY VAPOR BARRIER a g ® 7x4 OR 7x6 STUDS (SEE PLAN) 0 DO r 'NORCO• GLIDER WINDOW R S 6" R -b FWEIWA A86 INSULATION OR -6 7x4 STUDS - 16. Or- p WINDOWS Vim. 'to. O. b' -0• X 4' -O' 3 VY R -11 FIBERGLASS INSULATION to2" CDX PLYWOOD (VERIFY) IUEFER TO FLOOR PLAN WE 1~ IEERFY 11111 Ol N PANEL •B" SIDING 61-0. OG. PtZtTOR•ED FOR'11CA COUNTER-TOP pO r ALIMINM SHELF p FASTEN BOTTOM PLATE _ DRACIMT OF END WALLS TO �R COMMERCIAL CARPET JOISTS 0 3/4' T ♦ G APA - RATED � 20d RS NAILS WI�tlE h h PLYWOOD BUDFLOOR EVENLY SPACED AND 4 ML POLY VAPOR STAGGERED NTO 7 TIM BARRIER JOISTS EACH END FASTEN END RIM JOISTS TO SUPPORT STILL I -BEMIS WITH 3/8' DIAM. x b" LAG DOLTS THROUGH PLATE INTO RIM JOISTS EACH ETD BOTTOM 2" JOISTS - 12" O.C. - M OR BETTER SPFJ - JOIST HANSSER - SIMPSON U26 OR BETTER EACH END - V1" EXTERIOR PLYWOOD ON BOTTOM OF JOISTS V -08 RIM JOIST TO R'M JOIST CROSS SECTION SCALE 3/4" . I' -0• im po O 318. OIAM x b• LAG DOLTS 24. OG. THROUGH STEEL 1 -BEAM SUPPORT INTO SILL PLATE AND RIM JOISTS STAGGER INTO ALTERNATING PLYS 7x6 TREATED A0 CCA SILL PLATES, • 8 STAINLESS STEEL SCREWS W O,C, INTO ALTERNATING PLY8 Sd NAILS 6. O.C. AT ALL PANEL EDGES PAR64 -M TO WIND LOAD. REMAINING NAILS TO BE @" OL. NAILING SCHEDULE - ROOF SHEATHING ELECTRICAL NOTES: OA F'RE- FABRICATED PRESS BOX SHALL COME WITH A COMPLETELY FINISHED ELECTRICAL SYSTEM. EMPTY CONDUITS FOR SPEAKER WIRES, SCOREBOARD CONTROL, AND OTHER RELATED FUNCTIONS SHALL BE STUBBED TO OUTSIDE OF PRESS BOX FOR HOOK -UP BY ELECTRICAL CONTRACTOR DATA AND PHONE 0 FIELD COMMUNICATION O 0 SCOREBOARD CONTROL 0 PUBLIC ADDRESS CONTROL 0100 AMP PANEL, LOCATED ON REAR WALL, ODUPLEX OUTLETS ALONG REAR WALL, ONE PER 6' OF BOX. OD LOW VOLTAGE PANEL, LOCATED ON REAR WALL. �/ OCONTINUOUS PLUG MOLD 2000 ALONG TOTAL LENGTH OF FRONT WALL. RECEPTACLES AT 2' -0" Or- PLUG MOLD AT 32" ABOVE FLOOR, (ABOVE INTERIOR SHELF AND BELOW WINDOW SILL) 1. ELECTRICAL CONDUIT AND WIRING TO BE BURIED IN STRUCTURE. 2. ELECTRICAL OUTLETS - INSTALL SINGLE DUPLEX OUTLETS M EACH COMPARTMENT FOR ELECTRIC HEATER 3. LIGHT FIXTURES - 24" X 48',3 LAMP STATIC FLUORESCENT RECESSED LAY -IN GRID TROFFER FLUSH STEEL DOOR FRAME. 1/2" X 1/2" X 1/2" SILVER PLASTIC CUBE LOUVER 4. PROVIDE SURFACE MOUNTED, HIGH ABUSE INCANDESCENT FIXTURE WITH POLY CARBONATE GLOBE AT EACH ENTRANCE. 5. WIRING TO MEET 1REGMJIRED SERVICE. CONDUIT t0 ! STUBBED OUT OF PRESS BOX READY FOR RE-CONNECT OF 6. LOCATE MAN DISCONNECT AND CIRCUIT BREAKER PANELS ON SHOP DRAWINGS. 'I. RECONNECT EXISTING WIRING FOR SCOREBOARD CONTROLS, PA. SYSTEM, AND COACHES COMMUNICATION EQUIPMENT. INCLUDE THE PULLING OF WIRE TO THE COMMUNICATION BOXES AND PROVIDE REQUIRED CONNECTORS. S. PROVIDE SURFACE METAL RACEWAY MOUNTED ABOVE COUNTERTOP, BUT BELOW WINDOW. TWO -PIECE CONTINUOUS WALL TO WALL, SINGLE RECEPTACLES IS" ON CENTER 9. PREW50X SUPPLIER TO FURNISH AND INSTALL FOUR WATERPROOF, GF�C.I, DUPLEX RE=CEPTACLES WITH "IN -USE" COVERS, ON ROOF. MOUNT ON HANDRAIL, ON ROOF, IS" ABOVE ROOF DECK CONCEAL IN STRUCTURE AND STUB OUT OF STRUCTURE AT RECEPTACLE. 10. PROVIDE 2 -GANG JUNCTION BOX WITH 1/2" CONDUIT TO COMMUNICATIONS CABINET AT EACH WALL, ADJACENT TO COUNTERTOP AND PROVIDE FOUR WEATHERPIROOF JUNCTION BOXES DIRECTLY ADJACENT TO ELECT4RICAL ON ROOF. ALL SHOP AND /OR FABRICATION DRAWINGS FOR STRUCTURAL COMPONENTS OF THE GRANDSTAND SYSTEMS, INCLUDING FOOTINGS AND FOUNDATIONS, SHALL BE DESIGNED AND CERTIFIED BY A REGISTERED STRUCTURAL ENGINEER CURRENTLY LICENSED TO PRACTICE IN THE STATE OF MINNESOTA. COMPLETE CERTIFIED STRUCTURAL CALCULATIONS SHALL ACCOMPANY SUBMISSION OF SHOP DRAWINGS. DRAWINGS AND CALCULATIONS SHALL CLEARLY NOTE ALL DESIGN LOADS IN ACCORDANCE WITH THE MINNESOTA STATE BUILDING CODE. O 0 a0 b �l RIM JOIST TO RM JOIST DIMENSION 00 TRIPLE 7X8 RM JOISTS 5UIL0ING DESIGNED POP- ROM -- - - - - -- -100 PAP. LIVE LOAD WALLS:---- - - - -74 PAP. WIND LOAD FLOOR'---- - - - -IM PAP. LIVE LOAD RIM JOIST TO RIM JOIST DMENSION SHEAR WALLS AND END WALLS: NAILING 80EOW.E, 8d NAILS 6. OG ALL PANEL EDGES. F EMAINNG NAILS 17. OL. 1/16• APA RATED BHEATNNG (BOTH SIDES OF WALLS) JOIST LAYOUT SCALE, 1,2* . I' -0• SHEATHING TO SHEATHING DIMENSION v / 4. OVERHANG x (TYPICAL) D D a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d ���.) t d a >1 Lg MBTALL 13 - i IR• DIA GR01?ET8 M N W��� J a g ® D000 ® 0 DO TIOFICO" GLIDER WINDOW 'NORCO• GLIDER WINDOW 7x6 BEARMG PLATES R O. b' -0" X 4' -0• RO. 5'-0" X W -0" 'to. O. b' -0• X 4' -O' 3' -3 Ian W-iW bl-w 3' -3 VJW ni -n• 61-0. OG. WITH A 7xB JOIST ABOVE 0 r m 7X8 JOISTS @• OL. Sj • 7 AND BETTER BPF. .1 Ll 00 TRIPLE 7X8 RM JOISTS 5UIL0ING DESIGNED POP- ROM -- - - - - -- -100 PAP. LIVE LOAD WALLS:---- - - - -74 PAP. WIND LOAD FLOOR'---- - - - -IM PAP. LIVE LOAD RIM JOIST TO RIM JOIST DMENSION SHEAR WALLS AND END WALLS: NAILING 80EOW.E, 8d NAILS 6. OG ALL PANEL EDGES. F EMAINNG NAILS 17. OL. 1/16• APA RATED BHEATNNG (BOTH SIDES OF WALLS) JOIST LAYOUT SCALE, 1,2* . I' -0• LEFT ELEVATION SCALE, 1/4' - I'-0" SHEATHING TO SHEATHING DIMENSION WALL " T° I - - II SSM2X416"Or FLOOR PLAN SCALE, 14" . 1' -0" WiEYERRAUBER PANEL •D" 81DNG 0 r [1 FRONT ELEVATION RIGHT ELEVATION SCALE, 1/4' . i'-0" SCALE, V4• - I' -0' PRELIMINARY DRAFT N O 0 Z m N C >1 O U C m .- 0, 3 N L_ Ot0Uw SHEATHING TO SHEATHING DIMENSION v / 4. OVERHANG x (TYPICAL) D D a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d ���.) t d a >1 Lg MBTALL 13 - i IR• DIA GR01?ET8 M N W��� J a Q ® D000 ® 0 DO TIOFICO" GLIDER WINDOW 'NORCO• GLIDER WINDOW ' N ORCO" GLIDER WINDOW R O. b' -0" X 4' -0• RO. 5'-0" X W -0" 'to. O. b' -0• X 4' -O' 3' -3 Ian W-iW bl-w 3' -3 VJW ni -n• LEFT ELEVATION SCALE, 1/4' - I'-0" SHEATHING TO SHEATHING DIMENSION WALL " T° I - - II SSM2X416"Or FLOOR PLAN SCALE, 14" . 1' -0" WiEYERRAUBER PANEL •D" 81DNG 0 r [1 FRONT ELEVATION RIGHT ELEVATION SCALE, 1/4' . i'-0" SCALE, V4• - I' -0' PRELIMINARY DRAFT N O 0 Z m N C >1 O U C m .- 0, 3 N L_ Ot0Uw y- M v / � x O v / a v� m E 04 N 0. ,- 1 J �mL) W C— L m W m d CIL W 111 uj "-Ecrn`� �d t d a >1 LU C — 0 + - U s o 0 M N W��� J a Q Q m Z L. r- t m 0_0 L 3 U D 4 v7 m ^J y- M U � O a v� m E 04 N 0. ,- 1 o0 N-p 0 LN C— L m W m d CIL 0 � 0 -0 "-Ecrn`� �d t d a >1 Q ui C — 0 + - U s o 0 M N p m � v i •- s m m = O N L C Z L. r- t m 0_0 L 3 U D 4 v7 m 30 O z O V �0P Z w O ch z Vw2 W Paz Joa uj FL Ye JOO a� m ♦W V / a m 4 rrW � M w O � W ti N N �o �G U w c Ln Q J M w a O W v U � � M O n LL M co co 0 U) (n M w, C M O J O 0 In d In 2 (q Z U g U) W a -� L 0 � O 0 LL Y U 0 0 N r ° m i \GENERAL NOTES � A. ALL CONDUIT EXPOSED ABOVE GRADE SHALL BE RIGID STEEL. PROVIDE CONDUIT SUPPORTS NOT MORE THAN 5'-0" ON CENTER WHEN EXPOSED. CC y G � i � B. COVER AND PROTECT CONCRETE SLABS, CURBS AND GUTTERS AS v �' REQUIRED TO PREVENT UNDERMINING, DISTRESS AND DAMAGE DUE TO � \ \ WORK IN THIS CONTRACT, ALL DAMAGED CONCRETE TO BE REPLACED AT CONTRACTORS EXPENSE. w 5 \ C. LOCATIONS AND SIZES OF ALL UNDERGROUND UTILITIES SHOWN ARE R E APPROXIMATE ONLY. VERIFY ALL UTILITIES. CONTRACTOR RESPONSIBLE FOR REPAIR TO ANY DAMAGED UNDERGROUND UTILITIES. D. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL SITE UTILITIES, INCLUDING PRIVATE UTILITIES. CONTACT GOPHER STATE ONE CALL \ PRIOR TO ANY EXCAVATION. BARBED WIRE FENCE m �© PROPOSED UTILITY COMPANY PAD MOUNT TRANSFORMER.-- 23 PANEL H1 ENCLOSURE W / \ O >e 1 21 4 FT WROUCT RON FENCE E. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING. SPECIFIC NOTES: s e / M Q r 0 1-C. PVC, 3 #12 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O3 1-C. PVC, 3 #10 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O BARBED WIRE FENCE m �© PROPOSED UTILITY COMPANY PAD MOUNT TRANSFORMER.-- 23 PANEL H1 ENCLOSURE W / \ O >e 1 21 4 FT WROUCT RON FENCE E. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING. SPECIFIC NOTES: > co O O ROUTE THRU LIGHTING CONTACTOR CABINET. M Q r 0 1-C. PVC, 3 #12 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O3 1-C. PVC, 3 #10 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O 1- 1/4 "C. PVC, 3 #8 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. O 1- 1/4 "C. PVC, 3 #6 (SPORTS LIGHTING) + 2 #12 (AREA LIGHTING) + GND, XHHW, CU. © SEE DETAIL 2/E3. �m- O7 PROVIDE CONNECTION TO SCOREBOARD, SEE 4/E3. UI O FIELD AIM FLAG LIGHT AND ADJUST BARN DOORS. SEE DETAILS 5/E3 AND 6/E3. O9 3/4 "C. PVC, 2 #12 + GND, XHHW, CU. a= 10 SEE DETAIL 6/E3 AND 7/E3. 1 1 1-1/4"C. PVC, 2 #4 + GND, XHHW, CU. 12 1-1/4"C. PVC, 4 #4 + GND, XHHW, CU. 13 MOUNT RECEPTACLE AT 36" ABOVE GRADE MOUNTED ON BATTING CAGE SUPPORT J � POST. 14 PROVIDE RECEPTACLE WITH METAL "WHILE —IN —USE" COVER. 15 3/4 "C. PVC, 2 #8 + GND, XHHW, CU. 16 8" X 8" X 36" HIGH TREATED WOOD POST WITH 20 AMP, 240 VOLT, 1 PHASE TWIST LOCK RECEPTACLE. RECEPTACLE TO HAVE WHILE —IN —USE COVER, AND NEMA 3R ENCLOSURE. POST TO EXTEND BELOW FROST LINE AND HAVE MINIMUM 6" OF CONCRETE BACKFILL. VERIFY ELECTRICAL REQUIREMENTS WITH OWNER. 17 PROVIDE CONNECTION TO PRESS BOX PANEL BOARD. PRESS BOX FURNISHED BY OTHERS. VERIFY EXACT REQUIREMENTS. 18 1" C. 2 #6 + GND, XXHW, CU. 19 PROVIDE 1-1/2" CONDUIT TO PRESS BOX LOW VOLTAGE CABINET. EXTEND CONDUIT UP POLE TO SPEAKER ELEVATION, VERIFY HEIGHT. 20 SURFACE MOUNT FIXTURE UNDER BLEACHER, CIRCUIT TO PANEL L1 #5, 1/2"C. 2 #12. 21 3/4 "C. PVC, 3 #10 + GND, XHHW, CU. 22 1"C. PVC, 3 #8 + GND, XHHW, CU. 23 SEE 1/E3. PRELIMINARY (NOT TO BE USED FO R 3 CONSTRUCTI ®N) o > co O c M Q r c W o co m �m- UI 0 > a= ®0c70:� I J Z Q QU J � F. WV ~ J W V) CD �E��� e„ Ld o U E C) V) 00 J cc CD d >��.� � D- a e 0= cn e :5 � N h � W�h CSN� U� ti i~ O U1 ° O W w� �o O O Lij Vj � W � o awe n Z O V J boa 00 cl)C)0 Z W 0 J /= g�� _ � U z =� L) L �% 00�z cl) < W r O WLL a� O tC LL LL O O w Q' N o LL Y —��U o Q O w mLL W Q m M 0 Lu 0 20 40 V) mmmi ELECTRICAL SYMBOL SCHEDULE 1. THESE SYMBOLS COMPRISE A STANDARD LIST. NOT ALL SYMBOLS MAY APPEAR ON ABBREVIATIONS: THIS PROJECT. ® KEYED NOTE MT EMPTY CONDUIT 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. AB ABOVE COUNTER NF NON FUSED MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT SPECIFICALLY ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER MOUNTING AFG ABOVE FINISHED GRADE NL NIGHT LIGHT HEIGHTS LISTED. C CONDUIT TIB TELEPHONE TERMINAL BOARD 3. DASHED SYMBOL INDICATES EXISTING. SLASHED SYMBOL INDICATES TO BE REMOVED. CB CIRCUIT BREAKER WP WEATHER PROOF SHADED LIGHT FIXTURE INDICATES CONNECTION TO THE EMERGENCY SYSTEM CCT CIRCUIT OR CIRCUITS OR NIGHT CIRCUITS. DED DEDICATED CIRCUIT 1500 W MH EM EMERGENCY CIRCUIT MUSCO # LSG- 1500 -5P- SLS -OB1 BRACKET OR APPROVED EQUAL EWC ELECTRIC WATER COOLER B1 FU FUSE 480 GFCI GROUND FAULT CIRCUIT INTERRUPTING X GND GROUND MOUNTING MOUNTING SYMBOL DESCRIPTION HEIGHT SYMBOL DESCRIPTION HEIGHT Q LIGHT FIXTURE B2 BRANCH CIRCUIT HOME RUN 46" 480/3 X L7 HOME RUN DESTINATION 80' POLE ® FLUORESCENT LIGHT FIXTURE SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET B,10— BRANCH CIRCUIT NUMBERS 22.2 Cl SPORTS LIGHTER - ��ISOLATED GROUND CONDUCTOR 1 LIGHT FIXTURE ON EMERGENCY OR NIGHT POLE Cl - �CROSSMARKS INDICATE QUANTITY OF #12 1500 W MH LIGHT CIRCUIT MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL CONDUCTORS. ABSENCE OF CROSSMARKS C2 A FIXTURE TYPE TYPICAL LIGHTING CIRCUIT FIXTURE DESIGNATION 480 p0 INDICATE 2 #12. \ CONDUCTORS LARGER THAN #12 ARE X 8a— 70' POLE DENOTED THUS. SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST � SWITCHING POLE D1 D1, D2 SPORTS LIGHTER ® EXIT LIGHT. SHADED SECTION INDICATES 30 CONDUIT CONCEALED IN WALL OR CEILING 1 FACE ORIENTATION. 1500 W MH , CONDUIT CONCEALED IN /UNDER FLOOR MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL Q JUNCTION BOX (STEM INDICATES WALL MOUNTED) E CONDUIT RUN EXPOSED 1 SINGLE RECEPTACLE PANEL H1, CIRCUIT CONDUIT STUBBED OUT & BUSHED 2.1 DUPLEX RECEPTACLE 30 CONDUIT VERTICAL TRANSITION UP 2 F RECESSED DOWN LIGHT CONDUIT VERTICAL TRANSITION DOWN g AL FOUR PLEX RECEPTACLE X MATCH MARK FOR CONDUIT CONTINUATION 4000K LED MULTI- OUTLET ASSEMBLY (MOA) LITHONIA #FMML- 7 -8 -30 OR APPROVED EQUAL SPACE SPARE C 18 —UE UNDERGROUND ELECTRIC (OE= OVERHEAD 30 SPECIAL PURPOSE OUTLET 36 ELECTRIC) 1.6 27711 181. AA AREA LIGHT a" SWITCH (LOWER CASE LETTER INDICATES PANEL H1, CIRCUIT —�T UNDERGROUND TELEPHONE (OT= OVERHEAD X POLE 4000K LED TELEPHONE) LITHONIA #DSX1 LED OR APPROVED EQUAL LIGHT FIXTURES CONTROLLED, 2 =2 -POLE, BB FLAG LIGHT MVOLT 3 =3 -WAY, 4 =4 -WAY, K= KEYED, MC= MOMENTARY CONTACT, L =LOW 18" MOTOR /EQUIPMENT SLIPFITTER VOLTAGE, P =PILOT LIGHTED TOGGLE, NARROW SPOT DISTRIBUTION, NATURAL ALUMINUM FINISH, VANDAL GUARD, FULL VISOR LITHONIA #DSXF3 LED 8 A530/40K NSP MVOLT AFTS FV VG DNAXD OR APPROVED EQUAL FLAG LIGHTS D =DOOR) AREA LIGHT MVOLT 5 NOTE 3 X PANELBOARD, SURFACE 5000K LED INDICATES ALL DEVICES UNDER ONE LITHONIA #OLW 31 OR APPROVED EQUAL GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING COVER PLATE B -low- PANELBOARD, FLUSH 40 TRANSFORMER T1 ® SWITCHBOARD (SHOWN TO SCALE) 60" �I DISCONNECT SWITCH 60" NOTES: 1. POLE SHALL BE PROVIDED WITH MOUNTING PLATE FOR TYPE'AA' FIXTURE, COORDINATE PLATE BOLT PATTERN AND PLATE ORIENTATION. SEE DETAILS 1 /E1 AND 3/E3. 2. MOUNT TO SPORTS LIGHTING POLE AS SHOWN. 42 NOTES: ® TELEPHONE TERMINAL CABINET 60" ® MAGNETIC STARTER 54" U� p CONTROL /SPECIAL CABINET �I COMBINATION STARTER o 0 © AMPLIFIER 0 MANUAL MOTOR STARTER SWITCH �Ln v TELEPHONE OUTLET 64" o- PUSHBUTTON (W =WALL MOUNTED) v CRT /DATA OUTLET 16" 0 TRANSFORMER 1 GROUNDING ELECTRODE SPEAKER = (STEM INDICATES WALL MOUNTED) ^I � ® MICROPHONE OUTLET O (STEM INDICATES WALL MOUNTED) VOLUME CONTROL O LIGHT FIXTURE SCHEDULE FIXTURE LETTER TYPE FIXTURE TYPE VOLT FLUOR HID LED MOUNTING LAMP CONTROL MEDIA (LENS, LOUVER, ETC.) MANUFACTURER'S CATALOG NUMBERS REMARKS Al, A2 SPORTS LIGHTER 480 CONTACTOR ID X REMARKS 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 5 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -5P- SLS -OB1 BRACKET OR APPROVED EQUAL NOTE 1 B1 SPORTS LIGHTER 480 POLE A2 X 14.8 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -9P- SLS -OB1 BRACKET OR APPROVED EQUAL NOTE 1 B2 SPORTS LIGHTER 480 480/3 X C3 80' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT BRACKET MUSCO # LSG- 1500 -9P- SLS -OB1 BRACKET OR APPROVED EQUAL 22.2 Cl SPORTS LIGHTER 480 1 X POLE Cl 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL NOTE 1 C2 SPORTS LIGHTER 480 BASEBALL FIELD X 480/3 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL POLE D1 D1, D2 SPORTS LIGHTER 480 30 X 1 70' POLE 1500 W MH SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL 480/3 E NOT USED 1 SPARE PANEL H1, CIRCUIT AREA LIGHTING 2.1 277/1 30 C9 2 F RECESSED DOWN LIGHT 120 g u X RECESSED 4000K LED WHITE TRIM RING, OPAL LENS LITHONIA #FMML- 7 -8 -30 OR APPROVED EQUAL SPACE SPARE C 20/1 30 SPACE 36 FLAG LIGHTING 1.6 27711 30 AA AREA LIGHT MVOLT PANEL H1, CIRCUIT FUTURE LOT LIGHTING X POLE 4000K LED TYPE 3 DISTRIBUTION, HOUSE SIDE SHIELD, NATURAL ALUMINUM FINISH LITHONIA #DSX1 LED OR APPROVED EQUAL NOTE 2 BB FLAG LIGHT MVOLT 35 ® U O cn 73 °- G5 X SLIPFITTER 41 OOK LED NARROW SPOT DISTRIBUTION, NATURAL ALUMINUM FINISH, VANDAL GUARD, FULL VISOR LITHONIA #DSXF3 LED 8 A530/40K NSP MVOLT AFTS FV VG DNAXD OR APPROVED EQUAL FLAG LIGHTS CC AREA LIGHT MVOLT 5 NOTE 3 X SURFACE 5000K LED DARK BRONZE FINISH, INTEGRAL PHOTO CELL LITHONIA #OLW 31 OR APPROVED EQUAL GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING CONTRACTOR. B 60/2 40 TRANSFORMER T1 SPARE 41 b 20/1 NOTES: 1. POLE SHALL BE PROVIDED WITH MOUNTING PLATE FOR TYPE'AA' FIXTURE, COORDINATE PLATE BOLT PATTERN AND PLATE ORIENTATION. SEE DETAILS 1 /E1 AND 3/E3. 2. MOUNT TO SPORTS LIGHTING POLE AS SHOWN. CONTACTOR CABINET SCHEDULE CABINET NUMBER 1 H1 BUS AMPS 400 VOLTS 480/277 VOLTS/ CONTACTOR WIRE 4 MCB 400 MLO LOAD /POLE CIRCUIT DESCRIPTION FULL LOAD AMPS PHASE SIZE (AMPS) CONTACTOR ID ZONE REMARKS POLE Al BASEBALL FIELD 14.8 480/3 30 Cl 1 m POLE A2 BASEBALL FIELD 14.8 480/3 30 C2 1 6 POLE B1 BASEBALL FIELD 22.2 480/3 30 C3 1 8 POLE B2 BASEBALL FIELD 22.2 480/3 30 C4 1 POLE Cl POLE Cl BASEBALL FIELD 11.1 480/3 30 C5 1 POLE C2 POLE C2 BASEBALL FIELD 11.1 480/3 30 C6 1 19 POLE D1 BASEBALL FIELD 11.1 480/3 30 C7 1 21 POLE D2 BASEBALL FIELD 11.1 480/3 30 C8 1 SPARE PANEL H1, CIRCUIT AREA LIGHTING 2.1 277/1 30 C9 2 NOTE 1, 4 34 SPARE g u 20/1 28 SPACE SPACE PANEL H1, CIRCUIT SPACE SPARE C 20/1 30 SPACE 36 FLAG LIGHTING 1.6 27711 30 C10 3 NOTE 2 PANEL H1, CIRCUIT FUTURE LOT LIGHTING 33 277/1 30 C11 4 NOTE 3 32 AREA LIGHTS SPACE 35 ® U O cn 73 °- G5 C 20/1 SPARE 36 FLAG LIGHTS SPARE 30 C12 5 NOTE 3 SPECIFIC NOTES: 1. FOR CONTROL OF TYPE'AA' LIGHT FIXTURES. 2. FOR CONTROL OF TYPE'BB' LIGHT FIXTURES. 3. CONTACTOR IN BASE BID. 4. LIGHTS ON AT DUSK, OFF AT 11:15 PM, VERIFY. GENERAL NOTES: A. CONTACTOR CABINET MANUFACTURER SHALL PROVIDE CONTROL VOLTAGE TRANSFORMER AS REQUIRED FOR HIS USE. COORDINATE WITH INSTALLING CONTRACTOR. PANELBOARD SCHEDULE PANEL DESIGNATION H1 BUS AMPS 400 VOLTS 480/277 PHASE 3 WIRE 4 MCB 400 MLO LOAD DESCRIPTION CCT LOAD KW BCB BCB LOAD KW CCT LOAD DESCRIPTION POLE Al 1 20/3 A 20/3 m 2 POLE A2 3 B 4 5 C 6 POLE B1 7 BATTING CAGE RECEPT 30/3 A 30/3 20/1 8 POLE B2 9 g 10 11 C 12 POLE Cl 13 20/1 20/3 A 20/3 SPARE 14 POLE C2 15 B 16 17 C 18 POLE D1 19 20/3 A 20/3 20 POLE D2 21 B 22 23 C 24 SPACE 25 SPARE SPARE A 20/1 26 SPACE SPACE 27 SPACE SPARE g u 20/1 28 SPACE SPACE 29 SPACE SPARE C 20/1 30 SPACE SPACE 31 SPACE PRESS BOX A 20/1 60/2 32 FUTURE LOT LIGHTING SPACE 33 BOOSTER TRAILER OUTLET 23 B 20/1 NOTES: 1. PROVIDE PANEL WITH NEMA 3R ENCLOSURE. 34 AREA LIGHTS SPACE 35 ® U O cn 73 °- G5 C 20/1 36 FLAG LIGHTS SPARE 37 20/1 A 20/1 38 SPARE SPARE 39 20/1 B 60/2 40 TRANSFORMER T1 SPARE 41 b 20/1 C 42 NOTES: PANELBOARD SCHEDULE PANEL DESIGNATION L1 BUS AMPS 100 VOLTS 240/120 PHASE 1 WIRE 3 MCB 100 MLO LOAD DESCRIPTION CCT LOAD KW BCB BCB LOAD KW CCT LOAD DESCRIPTION 3RD BASE LINE RECEPT 1 20/1 A 15/1 m 2 BATTING CAGE RECEPT 1ST BASE LINE RECEPT 3 20/1 B 15/1 4 BATTING CAGE RECEPT UNDER BLEACHER LIGHTS 5 20/1 A 20/1 6 SCORE BOARD SPARE 7 20/1 B 20/1 8 SPARE SPARE 9 D 20/1 A 20/1 0 10 SPARE SPARE 11 20/1 B 20/1 12 SPARE SPARE 13 20/1 A 20/1 14 SPARE SPARE 15 20/1 B 16 SPACE SPARE 17 u 20/1 A C) �jEIn 18 SPACE SPARE 19 20/1 B 20 SPACE PRESS BOX 21 aD O O 60/2 A 20/2 22 BOOSTER TRAILER OUTLET 23 B 24 NOTES: 1. PROVIDE PANEL WITH NEMA 3R ENCLOSURE. PRELIMINARY (NOT TO BE USED FOR CONSTRUCTION) 0/20/13 wV y _W A h y V h� W N � c W co C) �2 co co O M Q r r M r � C) co r N r m 1=m.® O O C5 > a= ® 0 u 0:� V♦ W J D 0 W ♦2 V♦ V) � O T E U u C) �jEIn V3 Q 7s �O L= 6 aD O O D E 00 E R J T ® U O cn 73 °- G5 � co .� e c) D= V) e zj O Q) � N h � w � h b O w � a U� o 0 h �Ln ,, rOo tot ^I � O Z O t� V J N �i O Q M 00 �v0 N Z Cn W J � OV V Z O = U i LLn 0 N N a/ Z Q W O ix Q � W �QN/ I.f� Q Y L) '- O o w I.fi LL LL J V O O MQ W LL ♦W V/ MQ W M IN Lu UTILITY COMPAQ METER AND BA NOTE: METER AND C/T MOI ON CABINET EXTERIO Hnnr, ) (p, +w CABINET EXTERIOR ELEVATION - BACK NO SCALE NEW NEMA 3R EXTERIOR PAD LOCKABLE ENCLOSURE, BY APPROVED MANUFACTURER AND ASSEMBLER. PROVIDE SHOP DRAWINGS OF ENCLOSURE FOR APPROVAL. REFER TO ELEVATION FOR REQUIRED ELECTRICAL DEVICES. PROVIDE ADEQUATE VENTILATION. MINIMUM 10go GALVANIZED STEEL, NSP GREEN ENAMEL FINISH, SIZE AS REQUIRED. NEW UTILITY COMPANY PAD MOUNTED TRANSFORMER C/T CABINET CONCRETE PAD. REINFORCE WITH WELDED WIRE FABRIC METER 1 �24' 1 PAD PLAN VIEW ENCLOSURE VERIFY SIZE NO SCALE NOTE: A. PROVIDE DEDICATED 20AMP, 120 VOLT CONTROL POWER TO CONTACTOR CABINET, VERIFY EXACT REQUIREMENTS. TO PRESS BOX PANELBOARD LIGHTING CONTACTOR 1"C, 2 #6 CABINET #1. PANEL CONT. 1- 1/4 "C, 3 #3 H1 CAB 277/ #1 TRANSFORMER T1 480V 25KVA, NEMA 3R 480 TO 240/120 VOLT I T I 6" MINIMUM IT 1 ABOVE GRADE 6" MINIMUM BELOW GRADE PAD BY ELECTRICAL CONTRACTO 1 "C, PVC, 2 #6 PAD TO BE SIZED PER NOTES NEW SECONDARY CONDUIT 3-1/2"C, PVC 4 #500 MCM BRANCH CIRCUIT CONDUITS, PAD BY ELECTRICAL CONTRACTOR, REFER TO PLAN BRANCH CIRCUIT CONDUITS, SEE DETAIL 2/E3 REFER TO PLAN NEW UNDERGROUND (4) 2" PVC CONDUIT STUBS UNDER (2) 1 -1/2" PVC CONDUIT STUBS UNDER PRIMARY BY UTILITY COMPANY PANEL H1 CONDUITS TO BE STUBBED CONTACTOR CABINET CONDUITS TO BE OUT 2 FEET BEYOND PAD. STUBBED OUT 2 FEET BEYOND PAD. EXTERIOR ELEVATION - FRONT INTERIOR ELEVATION - FRONT NO SCALE NO SCALE * CAP CONDUIT AND MARK SITE ELECTRICAL SERVICE AND CONNECTION DETAIL LOCATION ON AS -BUILT DRAWINGS, EXTEND CONDUITS E3 SCALE: N.T.S. TO THE NORTH I VIEW A -A SCALE: 3/8' 1' -0" A A �T rYP TYP 9 rf2" rrp' 3. -0. P r - - - -- - - -, rOP TO NAVE BROOM ti I r.0 FINI9i OR PORM -cD FINISH Typ IL -- , = -ID� -� --- -- J 5• 9 1 f2. - { TYP 2 TON X 3' A ANCHOR 7` -Fx' I5 REC1'G) PLAN) VIEW SCALE: ifs' = T` O" PAD MOUNT TRANSFORMER DETAILS SCALE: NONE DESIGN NOTES I) DESIGN NLESS OTHERWISE USED HERWISE SPECIFED 2) DESIGN LOADINGS. A. AASHTO HS- 20 -44, W/ IMPACT. B, SOIL WEIGHT = 120 PCF. C. DEPTH OF OVERBURDEN 0.0' MIN, 5.V MAX. D. ASSUMED WATER TABLE: BELOW BOTTOM OF SLAB E. EOUIV. FLUID PRESSURE = 40 PCF F. 80 PSF LATERAL LIVE LOAD SURCHARGE 3) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6500 PSI (MIN,) 4) STEEL REINFORCEMENT REBAR, ASTM A -615 GRADE 60 CEMENT: ASTM C -150 SPECIFICATIONS BILL OF MATERIALS TYPE QTY (50I0514 CONCRETE Mix - SCC CYD) .08 5100611 2 TON %$ 3/4- A ANCHOR 5 LUMINAIRE FIXTURE MANUFACTURERS (SEE SCHEDULE) REQUIREMENTS, SPORTS LIGHTING 34 POLE MANUFACTURE SHALL -° C) COORDINATE EXACT MOUNTING QUICK CONNECT DETAILS. PROVIDE PLATE ON WIRE HARNESS POLES NOTED, SEE LIGHT V) ,) E CO FIXTURE SCHEDULE. REFER TO ELECTRICAL ENCLOSURE ELECTRICAL SITE PLAN FOR PLATE (NEMA 3R) CONTAINING: ORIENTATION. - DISCONNECTING MEANS #6 BARE CU - FUSES - BALLASTS STEEL SLIP -FIT _\ d Q OVER TAPERED I 0 CONCRETE BASE � �1 PRODUCT WEIGHTS LID O TOP 0 R15ER 0 SLAB 3900 BASE 0 TOTAL L95 0 DRAWN BY: BT /07 2TPfG 2 DATE: af 2a /pv A DWG NAW PA CS i Of 2 8090 -07 —PAD CHECKED BT; DATE: SALES MOER#: SSA HT: 0 Oldcastle Precast 6820 5433RD AYE RAW5ET, WN 55303 PHONE:(763) 323 -3548 PANEL L1 120/240 VOLT BRANCH CIRCUITS SEE PLANS STRUT SUPPORT LEGS AS REQUIRED 6'x6' x4" CONCRETE PAD BY ELECTRICAL CONTRACTOR POLE CAP POLE (SEE SCHEDULE) LUMINAIRE (SEE SCHEDULE) PLATE FOR TYPE 'AA' LIGHT PAD DIMENSIONS FIXTURE AT 20 FEET ABOVE A GRADE. PLATE TO ACCEPT - C D I E F MOUNTING BOLTS, AND PROVIDE H WIRING ACCESS PER LIGHT LUMINAIRE FIXTURE MANUFACTURERS (SEE SCHEDULE) REQUIREMENTS, SPORTS LIGHTING 34 POLE MANUFACTURE SHALL -° C) COORDINATE EXACT MOUNTING QUICK CONNECT DETAILS. PROVIDE PLATE ON WIRE HARNESS POLES NOTED, SEE LIGHT V) ,) E CO FIXTURE SCHEDULE. REFER TO ELECTRICAL ENCLOSURE ELECTRICAL SITE PLAN FOR PLATE (NEMA 3R) CONTAINING: ORIENTATION. - DISCONNECTING MEANS #6 BARE CU - FUSES - BALLASTS STEEL SLIP -FIT _\ d Q OVER TAPERED I 0 CONCRETE BASE � �1 UNDERGROUND PRECAST CONCRETE ACCESS HOLE BASE EXTENDS ABOVE GROUND CONDUIT AND J DO WIRE REFER TO 0 PLAN FOR SIZE GRADE I I AND TYPE. #2/0 WIRE 24" GROUND ROD ► I MIN. 3/4" X 10' 3' (TYP) COPPER WELD I I I I I I I I I I I I I I I I I I I PRESTRESSED CAST - ' I I CONCRETE BACKFILL, CONCRETE BASE I I I I 30" DIA. MIN. I I I I I I I I I I I I I I I I L- -LJ - -J SPORTS LIGHTING POLE DETAIL SCALE: N.T.S. ----------------------------------- -- --------- -- --------- � ^el / I A iI I I k r/2 A I i I I I I r I I I I I j I I I I r i I I r I , € 30" WHERE POSSIBLE { NOTE c I LESS THAN 30" + Q 00' I I IS ACCEPTABLE , NoTE 7 D 28 I PRI. SEC. 1 I I SIDE SIDE i ! i BUILDING LINE r (AT SIDES OR BACK) NOTE: S D -------------- — _ f L_'; i ------- - - - - -- - - - - -- -fir —' NOTE: 2 _ -_- - NOTE: 1 dl CHAMFER EDGE 9' ,, 1 2" o � i „ v • a v • v e y o :�.. / ��"* fj FrIiN�IS» I" R-A� DE f 'oW /m �! a s • J r o . a . ✓ ,l /,,..� �,,#+' %� ✓n ✓.c� HY%---- - - - - -I -------------------------- ------------- - - - - ----fir ii EXTEND 5' ABOVE PAC} GROUND ROD li IY ii n u NOTES: 1. MINIMUM DISTANCE FROM CONCRETE PAD TO BUILDING, 24" WHERE PAD MOUNT CAN BE POSITIONED WITH A CRANE. 48" WHERE A CRANE CANNOT BE USED. 2. 1/0 BARE COPPER GROUND GRID FURNISHED & INSTALLED BY WRIGHT— HENNEPIN ELECT. 3. CUSTOMER TO DESIGN PAD TO SUPPORT THE "DESIGN WEIGHT" LISTED UNDER "PAD DIMENSIONS" WITHOUT SETTLING. 4. CONCRETE OR PIPE BARRIERS MAY BE REQUIRED FOR PROTECTION FROM TRAFFIC. BARRIERS WILL BE PROVSDED BY CUSTOMER AND INSTALLED BY CONTRACTER AS DIRECTED BY W.H4 E- 5. GROUND RESISTANCE NOT TO EXCEED 25 OHMS AS MEASURED. (SEE M2 -2PM) 6, LOCATE CONDUITS FOR SECONDARY CABLES AS CLOSE TO RIGHT EDGE OF OPENING AS POSSIBLE. 7. CENTER CONDUITS ON PRIMARY SIDE ( "F" DIMENSION) AS SHOWN, EXTEND 2 - 5" CONDUITS OUT BEYOND TRANSFORMER PAD, PARKING LOT, ROADWAY & CURBS TO GREEN AREA AS DIRECTED BY W.H.E. TRANSFORMER KVA PAD DIMENSIONS DESIGN WEIGHT A B 1 - C D I E F I G H 45,75.112,150.225,300, 500 80 80 1 F 13 48 24 2.4 34 10000 LBS REVISIONS CONCRETE PAD & GROUNDING GRID 6 -06 NEW SPEQ - 5RILIT QUT UMB I THREE PHASE PAD MOUNT TRANSE. ENG'R: ARIGHT— HENNEPIN ELECTRIC 6 -06 APPROVED BY: DETM_ ERA ENGINEERING DEPARTMENT la UMB 15 SCOREBOARD AND STRUCTURAL SUPPORT BY OTHERS. 3/4 "C, 2 #10 + GND - -- - - - - - - - - - - - - - - - - -------- - - - - -- -- -- WP, GFCI DUPLEX RECEPTACLE 20 AMP. NEMA 3R FUSED DISCONNECT, VERIFY FUSE SIZE WITH MANUFACTURER. RECEIVER BOX ON FRONT OF SUPPORT. POWER TERMINATION -/ POINT, FIELD VERIFY BRANCH CIRCUIT CONDUIT FEEDING TO UNIT REQUIREMENTS. TO BE MOUNTED ON FACE OF BEAM. REFER TO PLAN FOR SIZING. GRADE GROUND ROD WITH GROUNDING EMBED CONDUIT CONDUCTOR INSTALLED IN 1/2" IN CONCRETE CONDUIT WHERE EXPOSED ABOVE FOOTING, VERIFY GRADE. GROUND PER NEC AND MANUFACTURERS RECOMMENDATIONS. NOTES: A. ALL EXPOSED CONDUIT OR CONCRETE EMEBEDDED CONDUIT TO BE RIGID STEEL. B. DISCONNECT AND RECEPTACLE TO BE MOUNTED DIRECTLY TO STEEL I BEAM, STRUT MOUNTING ONLY WITH ENGINEERS APPROVAL. C. ELECTRICAL CONTRACTOR TO CONNECT WIRING BETWEEN SCOREBOARD SECTIONS. D. MOUNT AND WIRE RECEIVER BOX FURNISHED WITH SCOREBOARD PER MANUFACTURERS RECOMMENDATIONS. SCOREBOARD SERVICE EQUIPMENT SCALE: N.T.S. FLAG FLOODLIGHT, FIELD AIM ADJUSTABLE SLIP FITTER SIZE FOR 2" PIPE 2" RIGID STEEL CONDUIT EXTENDING MINIMUM OF 6" INTO CONCRETE BASE 2" CAMBER TOP GRADE LEVEL 12" ABOVE GRADE m I I , CONDUIT REDUCER 24" MIN. - - - - 4 8" DIA X 18" HIGH CYLINDER OF 6" X 6 " -10 GA REINFORCING MESH 3/4" PVC CONDUIT OR o \ AS NOTED ON PLAN SEE SITE PLAN FOR CIRCUITRY 12 "� DIA FLOODLIGHT & BASE DETAIL — FIXTURE TYPE BB 6' -6" 6' -6" 0 30' FLAGPOLE FLAG LIGHT FIXTURES, SEE SCHEDULE SCALE: N.T.S. TYPICAL FLAG LIGHT LOCATION PLAN— SCALE: N.T.S. V d g C� C0 § G � i � � u ai m � � 0 � w i 0 M O O Co r M M N z M_ M W O Co Q O ry T > �_y ® 0 u 0:� V♦ J Q W Im � N h � E_ w � h w Q M Co O 0 O E w�a �! -° C) cl) E U� (' V) ,) E CO J O m L I— u� Lf> O Z V N a QQ 0 o 0 CZC G 4- h U d Q Ln 0 V � �1 E 3 LL O 0 -O J DO 0 ® 0 � Qn Z L� ^I Q; z 0 c� Q) e D= V) e 73 O 0:� Im � N h � E_ w � h w Q M Co O 0 O . w�a �! � cl) U� (' LL! Z J O m L I— u� Lf> O Z V N a QQ 0 o 0 CZC G 4- h U Ln 0 V � �1 LL O � W a L� ^I Q; Uqh M 0 J O E_ Q M Co O 0 O Co co �! � cl) (' LL! Z J O m L I— u� Lf> O Z V N a QQ 0 J Q M Co 0 O Co co cl) cl) (' LL! Z J O m L I— u� Lf> w O LLB V Z V N a QQ 0 N a U-) CZC G 4- OY U 0 V � LL g M Ulu + + 00 v ED � + � 0 �v 0�0 + 0�0 E �� + OB\ 00 0�0 0�0 00 00 0 00 + 0'0 00 + + 00 + + 00 \� + 00 00 00 + 00 00 00 00 \\ 00 Q0 00 / 00 00 \ + 0 y + 00 00 + 0,0 n + 0 0 \ 00 00 00 + 0 0 0il i+ + 00 00 + 0,0 0 0i1 01 + 0l0 + 0 3 T BARBED +`� c\ 0 1 +O 0 + w+ EOFENCE \ 0 1 0 0 ° o'0 0�4� a1 \_ 01 \� 0 0 01 01 01 01 00 01 0 ° 0 + 00 0 + 01 01 + 01 + \ 0�1 ° + 0 0 0 �� 0 vv + o'I LIGHT FIXTURE SCHEDULE FIXTURE co co ai CD CD M LETTER FIXTURE TYPE VOLT FLUOR HID LED MOUNTING LAMP CONTROL MEDIA (LENS, LOUVER, ETC.) MANUFACTURER'S CATALOG NUMBERS REMARKS TYPE a) 3 0 ® 0 L-- Q) C 000ft� Al, A2 SPORTS LIGHTER 480 Z Q X 80' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 5 FIXTURES, REMOTE BALLAST, AREA LIGHT MUSCO # LSG- 1500 -5P- SLS -OB1 BRACKET OR APPROVED EQUAL NOTE 1 LLJ� MH BRACKET 81 SPORTS LIGHTER 480 X G 80' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST, AREA LIGHT MUSCO #LSG - 1500 -9P- SLS -061 BRACKET OR APPROVED EQUAL C3 C) E�� MH BRACKET yr - � E 0 B2 SPORTS LIGHTER 480 Q� X 80' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 9 FIXTURES, REMOTE BALLAST MUSCO # LSG-1 500-9P-SLS OR APPROVED EQUAL O �E-0cn � MH �00 C1 SPORTS LIGHTER 480 � P X �.v) C > Q) 70' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST, AREA LIGHT MUSCO #LSG - 1500 -4P- SLS -0B1 BRACKET OR APPROVED EQUAL D d Im� MH BRACKET � b C2 SPORTS LIGHTER 480 X waa 70' POLE 15MHW SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL U D1, D2 SPORTS LIGHTER 480 X 70' POLE 1500 W SPORTS LIGHTING ASSEMBLY, 4 FIXTURES, REMOTE BALLAST MUSCO # LSG- 1500 -4P -SLS OR APPROVED EQUAL MH wA 0 NOTES: �0 0 0 ,� 0�1 0�1 + 0i1 01 + lu UU 00 + o0 0 + 0�1 0�1 °�svv 0�1 0�1 �_��1 )�1 0�0 0�0 00 0 + 1 oti_o + 01 01 r 01 00 00 00 0 01 tic + 01 0'0 0,0 + 0 GENERAL NOTES 0 0 0 0 + 0 1 Oil \ O 0 4 \\ 0 1 Oil Oil + 010 0 0 0 0 010 0 0 A. CALCULATED READINGS INDICATE HORIZONTAL FOOTCANDLES AT 3' -0" 0 0 ABOVE GRADE. 0 0 01 01 01\ 01 +' 01 01 + 00 00 , + 01 + + s 0 1 \ 0 1 + 0 0 B. READINGS ON 30 x30 GRID. 0 0�0 + 0 ��E� B + 2 0 vv + 0�l 0�1 0�0 0�0 0�0 L 0,0 + 0�0 + 0i1 311 + 0�0 0,0 0�l 0�2 + 0�2 vim_ + 00 + Q2 + Oil 0'0 0 0 + + 01 0� v + 0�2 + O�1 + + v + 0�l + + 0�0 0�0 0�1 0�2 + 013 3 + 0�1 Oil 0�0 + 'o 0�0 0�1 Oil + 0�2 0, v v 0�1 + 0�0 + 01 + 03 + + 01 01 00 00 + + + Oil 0�4 + 0�2 �. + 0�1 0�0 02/ + 05 04 \ + + 01 + 0'0 00 0�1 + + 0�2 + O�l + 0i1 01 0�4 0 0�4 + Oil + 0�l + 0,0 0�0 + 01 °� + 06 + 04 \ + 01 + 00 0 + 0�2 Bz + � 0� + 0�l 010 010 + 0�1 0lp �� + +� OB B�_ + 0�1 0�1 + + 01 10 10 + 02 + 01 00 00 + 01 + 19 0 08 \ + 01 + 01 00 00 02 32 + 0 4 4 + 3 4 + 0i7 0 + Oil 0'0 0 0 + Oil 1�0 + 2�5 + v0�4 °s 0�1 0�1 + 0�0 + Oil + 2�4 + �� + 0�4 Bs + 0�1 + 0,0 O�1 0�2 + 2�9 2�7 0�3 0�2 + Oil 0�1 010 010 + 0�3 1�4 + + 07 15 + + 11 0, 2 + 00 O�l + + 0�1 0�1 0�0 11 0�1 + 0�8� + 0�0 + 02 + 4�2 1 F �ci° 10 5 8�0 + + '6 ��0�4 0i1 Oil 0,0 0�0 0 3 0 4 13,15,17 4 B + 0 1 + + + 00 1 + 014 + N °� �� + 3,3 OB 0�2 + 0�1 2�1 6�1 c �� D1 + 3�6 2�8 ��� Oil 0�1 0�0 0�0 + 012 0�4 + _ + 19,21,23 + 1�B� + O�l + 0�0 0�5 30 7 39 4 + ti + -Oil Oil 0,0 + 0 Q, 4 09 22 40B 5B B1 °s + 02 + 00 01 + + + + 0�4 �E5 6�0 1 �9 351 32B 8�2 4�0 ` 0�2 0�l 0�1 0�4 0.0 0�3 �� + 27 5 31B + �5 + 0�1 00 0�5 0�7 + 36 8 33 3 32 3 29 0 +'�. Q� 0� �� + oil 0�1 + 46 �° + + 0,1 0�2 + + 323 334 '4 114 � % �_ 0�2 3� "2 0�1 0�0 0�0 + 0,3 1 27 8 31B + 0�1 + 00 + 0 4 + 36 1 + 3B6 26 0 +���� 1 , ,�� �� + Oil + 0 0�1 + 0�6 + 339 318 + 281 2 �7 + ��0�6 0� �o + 0�1 0�1 10 + 0�2 0�3 2�6 2 32B 32 4 + 18J 6�4 �'-9�- 0�2 Oil + 0'0 + 0�4 B1 284 378 290 + 21 0�1 0�1 0,0 0�6 1�2 o� 9,11 + 34B 30 4 24 8 27 5 ` °+ 0�7 >00�4 + Oil 0�1 0i1 0�2 + 3�3 1 �7 + 3 0 7 2 6 3 a + 0�2 0�2 + 0�0 03 + + 345 300 \� 97 �. + 01 00 + 0�4 42,2 + 27 6 c ° + 2�2 �� + O�l 0,0 380 + 255 �1 BARBED WIRE 2,0 6�5 + 31 9 27 4 0�3 44 OB �� 0�1 O�l 0�2 FENCE + 6 279 271 + 010 + OB C�5 38 7 + 24 7 261 + 2�� 34 + 2 v� 0�l + 0,0 0�0 + 01 + + 305 + 1�0 2 5 ,� - � X£ D2 1�0 � 0�1 1 + B2 + 377 + 31B 337 20,22,24 0�5 + 0i1 + 3D 2 + OB + 0'2 0�3 �� + B2 4 �4 + 246 258 31� 162 + 0�2 + �1 °�� 0�0 0�0 0�0 /+1 1 �s +54 3 53 1 + 31 8 3�8 1�4 �1 Oil + �R 2B + 460 334 0,6 + 0�1 + 34 0 + 0�2 0�3 1 �6 307 4 + 7,7 308 + 30� 204 0�3 0�2 0�2 �� 0i1 0�0 + 0l5 Al 29.4 + 5�6 0.0 + 1,2 1,3,5 + 5611 + 309 + B0 + + �1 + C + 35 559 + 3 + 317 357 + 0, 6 01 + 0�1 +�� 37 0 46 4 + 32� 0�3 0�2 Oil 0�0 + 38,6 + 012 0�5 53� + 32 4 9216 6�2 + �2 Oil + 0�0 / + 31 7 + + 1�2 4�3 + 0 551 5 .2 1 3F� q + 1�8 0�7 + + '1 �0`- Pic 0�1 16, 53 4 + 37� 5 0�3 Oil 0 2 380 + 45B PROPOSED 8�1 E� 0'2 + 0�0 04 5 ' + + I + 35B 396 36 4 LOCATION 4�6 �R 0� 0�1 + 0�0 0�0 1.0 3�4 I +54 9 + 33 i (WP.) C2 1�5 IS ��� + 0�1� + 1 NO\ O�1 27 1 3 �4 52 0 + 37, 14,16,18 4 B��vROUOT 0�4 T 02� 03 + 4 51B 449 384 175 4B RON EENCE 01 �, 00 00 + 08 + 478 350 + 18 + 01 �o Oa 1 + 2�7 + 42 9 37�6� 34 2 29� + + + + 33 g 0 4 0�1 s 01 01 02 1 2__25_3 324 + + 1 5 226 + 1�1 02 02 01 + 00 00 + 0�5 O B�9 B2 24 3 22 1 1�8 + Oil 00 1�4 3 6�2 +- B 16 8 10,12 1 a 0 23 5 21 0�7 OB 0�2 + Oil 0i1 01 - 106 0 120 + 01 00 + 0�0 +/ 0�1 OB 111 _ + - _- + 4�4 1B + 0�l + 010 + 0,5 13 2,4,6 62 1 ° + 05 02 01 + 5�3 F + 3�5 0�1 9, 01 0i�1 0�1 + ,2 2 + 3�2 2�0 P + + �5 2�4 + + Oil I_ 4 FT WROUCT + 0�0 + 01 + B5 + fJ IRON FENCE 0,0 0,0 09 + I + 02 04 21 19 �° + 40 + 03 02 01 31 0 0� + 0�6 1'6 1�0 312 2�2 + Oil + 010 0�1 0 8 0� + 1�0 1�1 + 1�1 0�5 + 0�1 NI + 0,0 0'0 + 0�l 0'9 0�8 1�6 + 0�3 0�1 0�1 0�0 + + 16 + + 2� 0�2 0�3 0�4 + 0�7 Q�6 1�2 0�9 0�2 Oil 0�1 + 0,0 0'0 I oil 0 4 0 4 0'6 0,6 0 7 OB 0 3 + Oil oil 0 0 0'0 010 PRELIMINARY G�oF 01 01 04 + 07 02 01 0, 0 + I °E�s + 02 0'4 04 06 + 01 00 00 0 0 0 �� + 0'2 + 0 4 0'4 0 3 + Oil + 0 0 (NOT TO BE USED FOR CONSTRUCTION) + 0�1 Ea 0'2 + 0�4 + + 0 2 + O�l R13FD WIRE + 0�0 10/14/13 + 1 cE o� T 0�2 0,4 0�4 oil 0�1 �� VE 0�0 0,0 VARSITY E�SEBLL FIELD 03 + 03 + 01 0�0 E1 SCALE: 1" = 40' 1 0�1 + 0�3 0�3 0�3 OB 0�2 E5 + 0�1 0�0 + 0�0 0�0 0�0 I _IU 00 + 2 D2 + 0'2 02 �� °�R� 01 S 00 00 + 00 0i1 0�1 0�2 0 2 + 0�2 ,��0 0�1 0�1 °o�� 0�0 0�0 + 0�2 +n U � � s C� a � W 0 20 40 `6 0 u u co CD co - w co co ai CD CD M co N cn m 0 cn O c ch - a) 3 0 ® 0 L-- Q) C 000ft� J Z Q QU J � LLJ� I- W W cn G C3 C) E�� yr - � E 0 � Ld Q� O �E-0cn � �00 0 C) •- -0 � P �.v) C > Q) O ID III- cn Q)��� D d Im� N h h V• w h w � b waa U 0 �w to O O W wA 0 vj tn woo !� UAh qo Z O F- U n J boa cf) O Z W o = J z o�L0 � � `" U z = 3: Z D0�z U) < LU T W LL Q 0 0 LL OOU °0 o Y -��0 o Q O m LL W Q m 0 LU A'o t law !1 2005 Fusco Lighting - Patents issued and pending. - LS _PS _0 -0 .pdf ff'Jf f - * [ "I! 'T. I k,- +f car V_ i 8.► --w 4w FD r �— J—L- ■ -- 0. )PW N 0 2005, 2006 Musco Lighting Patents issued and pending BP -60 -1 1 2005 Fusco Lighting - Patents issued and pending. - LS _PS _0 -0 .pdf ff'Jf f - * [ "I! 'T. I k,- +f car V_ i 8.► --w 4w FD r �— J—L- ■ -- 0. )PW N 0 2005, 2006 Musco Lighting Patents issued and pending BP -60 -1 ANDERSON - JOHNSON ASSOCIATES, INC. -VALLEY SQUARE OF'F'ICE CENTER - SUITE 200 - 7575 GOLDEN VALLEY ROAD-MINNEAPOLIS, MINNESOTA - (703)544-7129- (763)544 -0531 FAX LANDSCAPING REQUIREMENT (Section 1070.030): Bleachers and Press box: 2,716 square feet Code requires 1 tree / 1,000 gross building floor, so 2.8 trees required. ANDERSON - JOHNSON ASSOCIATES, INC. LANDSCAPEARCIIITECTURE • SITEPLANNING • CIVILENGINRERING Drawing C 7 ■ LANDSCAPE PLAN BASEBALL FIELD CONSTRUCTION ROCKFORD AREA SCHOOLS CORCORAN, MINNESOTA PROJECT NO. 19131 DATE 10 -15.13 DR BY JRP i ' ' ROCKFORD AREA SCHOOLS - ISO 883 1 CK BY JRP v o `O� ll�� s of FUTURE \ PARKING LOT SETBACK MEASUREMENTS • ( -85 STALLS) \ *111%, FUTURE \ PARKING LOT \ `I• ( -50 STALLS) • ^'b 0 • • • ° °�^ v ft, p7� M . Z_ on � r •tl 4 1 1 y tip 1 AMY ,tlili A �r1YdY1JlC:s"l�iAif✓� !r!rkili 7Yd�lCiu f141.!Cif:>1tl� q Rif ��VA I il� III JI p 1911 i �i`'ryiR»9�Li5�" 'tiU�l IYbAY• "71� iilYlri! :F j evF µ� 6 �IIIO "I 11YIIli ai= "�A>•MIYh ii621- L11 $ gas "im's "P'SN►�a'`� 141!.is uAi ;Rd "I, �������� ���� I`�� • �." C ,r�r��rr�+l.$rm......�sZtYrNs =• Nntlq%�I " � � J� �y���; I�Ifpip��1111I11�E '.,�� I��;�e��s tA_�•nasseineeas -•aAeq �efW I r l ■ Ofl4A1 qtly L � ..4 domi +mn r ti- �1�!eaA�Aarrslsrl4sma6d' fle �u 1 �fl• s S'?::;Pusi {ff ~Mts�L Its �ti%k�VY 1. �I��I_Illlrlll if lot OR mums CAI toll , AiF Ed ON gio" ' ►• �• Y1' IN pi ON BA -2125 Baseball Scoreboard:: Daktronics Global Websites I Contact Us PRODUCTS MARKETS SUPPORT & SERVICES DAKTROtd i CS Daktronics > Products > Products > Scoreboards & Timing Systems > Baseball / Softball > 20'— 25' Wide > BA -2125 Baseball /Softball 36' Wide 20'— 25' Wide BA -2125 BA -2127 BA -2030 BA -2005 BA -2014 BA -2019 14'— 16' Wide 4'— 30' Wide Pitch Displays BA -2125 Baseball Scoreboard Page 1 of 2 0= ABOUT US Digit Size: 18 ", 15" Dimensions: H =7-0" W= 25' -0" D =0' -8" Information Displayed: HOME and GUEST scores to 10 innings, BALL, STRIKE, OUT, RUNS, HITS, ERR and choice of PITCH COUNT, AT BAT or H/E Controller: All Sport 5000 Construction: Aluminum Scoring Capabilities: Baseball Support Documents 7I�1CpI P1647 Multi- Section LED Scoreboards Installation Manual (DD1969938) (3.1mb) f+�91 Outdoor LED Scoreboards Service Manual (DD2124597) (2mb) BA -2125 Architect Specifications (62kb) M BA -2125 Product Specifications (990.3kb) an Related Photos This product was used in the following installations. View more photos. Related Products Outdoor Video Displays Enhancements Outdoor Message Displays r `jIPTOR STAB http: / /www.daktronics. com /ProductsServices/ Products /ScoreboardsTimingSystems /Base... 10/15/2013 PITCHCOUNT Choose one of three vinyl captions for upper scoreboard corners PITCH COUNT TIME (Optional changeable caption panels also offered) AT BAT This outdoor LED baseball /softball scoreboard displays HOME and GUEST team scores for up to 10 innings, total RUNS and HITS to 99 and ERR (errors) to nine for each team, AT BAT to 99, BALL to three, STRIKE to two, OUT to two and H/E (hit or error) with field position number for the error. Scoreboard can show TIME or PITCH COUNT instead of AT BAT, as well as AT BAT or PITCH COUNT in place of H /E. Scoreboard shown with optional striping and amber PanaView® digits. DIMENSIONS # OF SECTIONS UNCRATED WEIGHT POWER (120 VAC) 7' -0" H x 25' -0" W x 8" D Two Total 875 lb (397 kg) (2.13 m, 7.62 m, 203 mm) •---------------------- - - - - -- ------------- - - - - -- ------------------- 3'-0" H x 25' -0" W x 8" D One Top 375 lb (170 kg) 900 Watts, (914 mm, 7.62 m, 203 mm) ----------------------- - - - - -- ------------- - - - - -- ---------------- 7.5 Amps 4'-0" H x 25' -0" W x 8" D One Bottom 500 lb 227 k g) (1.22 m, 7.62 m, 203 mm) Notes: 1) Models with 240 VAC power at half the indicated amperage are also offered (International Use Only). 2) Optional TNMCs add 300 Watts to scoreboard power and 80 lb (36 kg) to weight of bottom scoreboard section. DIGITS • AT BAT, BALL, STRIKE, OUT and H/E digits are 18" (457 mm) high. All other digits are 15" (381 mm) high • Select all red or all amber LED digits. Scoreboard may instead have mixed LED digit colors (see DD 1965467) • Scoreboard features robust weather - sealed digits (see DD2495646). • Digits may be dimmed for night viewing. CAPTIONS • HOME and GUEST captions are 12" (305 mm) high. AT BAT, BALL, STRIKE, OUT and H/E captions are 10" (254 mm) high. All other captions are 8" (203 mm) high • Standard captions are vinyl, applied directly to the display face. • Optional TNMCs are 10.6" (269 mm) high. WWW.DAKTRONICS.COM E -MAIL: SALESNAKTRONICS.COM 201 Daktronics Drive, PO Box 5128, Brookings, SD 57006 Phone: 1- 800 - 325 -8766 or 605 - 692 -0200 Fax: 605 - 697 -4746 DD2594524 092513 Page 1 of 6 DISPLAY COLOR Choose from 150+ colors (from Martin Senour® paint book) at no additional cost. CONSTRUCTION Alcoa aluminum alloy 5052 for excellent corrosion resistance PRODUCT SAFETY APPROVAL ETL listed to UL Standards 48 and 1433; tested to CSA standards and CE labeled for outdoor use OPERATING TEMPERATURES • Display: -22 to 122° Fahrenheit ( -30 to 50° Celsius) • Console: 32 to 130° Fahrenheit (0 to 54° Celsius) DAKTRONICS CONTROL CONSOLE CONTROL OPTIONS Wired (standard): One -pair shielded cable of 22 AWG minimum is required. A cover plate with mounted connector and standard 2" x 4" x 2" (51 mm x 102 mm x 51 mm) outlet box is provided. All Sport° 5000 Connector mates with signal cable from control console. (see SL- 03991) ------------------------------------------------------------------------- - - - - -- Wireless (optional): 2.4 GHz spread spectrum radio features 64 non - interfering channels and 8 broadcast groups (see SL- 04370). TIME CLOCK The two -digit clock can display hours /minutes /seconds. Clock information shifts from hours to minutes to seconds as time counts down. MOUNTING Scoreboard is typically mounted on two or three vertical beams that require specific spacing. Hardware to mount scoreboard on three beams is included; hardware for more beams is at additional cost. Standard mounting uses I -beam clamps. Optional mounting method using angle brackets is also offered; maximum beam width is 12" (305 mm) and maximum beam depth is 22" (559 mm). Refer to attached drawings for more information on mounting methods. For mounting to horizontal beams, contact your Daktronics representative for more information. SERVICE ACCESS Digit panels and electronics are serviced from either the front or rear of the scoreboard. GENERAL INFORMATION Scoreboard provides scoring capabilities for two teams. 100% solid state electronics are housed in an all aluminum cabinet. Scoreboard is shipped in two sections. Specifications and pricing are subject to change without notice. OPTIONS & ACCESSORIES • Scoreboard border striping • Striping around BALL, STRIKE and OUT digits • TIME, AT BAT or PITCH COUNT captions on changeable panels • Multiple caption and striping colors (see DD2101644) • Team name caption in place of HOME • Team names on changeable panels * • Programmable Team Name Message Centers (see DID 1696958) • Individual digit protective screens (see SL- 04939) • Protective netting • Optional angle bracket mounting method • Advertising /identification panels • Decorative accents • Electronic message centers and video displays in multiple sizes * Only for scoreboard without Team Name Message Centers WWW.DAKTRONICS.COM E -MAIL: SALESMAKTRONICS.COM 201 Daktronics Drive, PO Box 5128, Brookings, SD 57006 Phone: 1- 800 - 325 -8766 or 605 - 692 -0200 Fax: 605 - 697 -4746 DD2594524 092513 Page 2 of 6 ADVERTISING /IDENTIFICATION PANELS Backlit & Non - Backlit: P -6" H x 25' -0" W (457 mm, 7.62 m) 2' -0" H x 25' -0" W (610 mm, 7.62 m) 2' -6" H x 25' -0" W (762 mm, 7.62 m) 3' -0" H x 25' -0" W (914 mm, 7.62 m) 4' -0" H x 25' -0" W (1.22 m, 7.62 m) For additional non - backlit panel sizes, see SL- 03761. FOR ADDITIONAL INFORMATION • Installation Specifications: DWG - 316750 (attached) • Standard I -beam Mounting: DWG- 1052565 (attached) • Optional Pole Mounting: DWG - 1048184 (attached) • Component Locations: DWG -1 151033 (attached) • Architectural Specifications: See DD2587726 • Installation Manual: See DID 1969938 • Service Manual: See DD2124597 DAKTRONICS 25' -0" DISPLAY HEIGHT DISPLAY HEIGHT IS MADE UP OF ANY COMBINATION OF SCOREBOARDS, AD PANELS, TRUSSES, AND MESSAGE CENTERS 1 14'- 0,•.- 16' -0" 2 HEIGHT ABOVE GRADE GRADE I CONCRETE DRILLED '1 I PIER FOUNDATION FOOTING DEPTH 0' -6" FRONT VIEW FOOTING DIAMETER O LAYOUT VIEW COLUMNS & FOOTING ONLY TABLE A — MOUNTING EXPOSURE B REAR VIEW HEIGHT ABOVE GRADE = 10' HEIGHT ABOVE GRADE = 15' DISPLAY BY: KDD DESIGN WIND VELOCITY DISPLAY REMOVED PRODUCT TABLES AND CHANGED DESIGN WIND VELOCITY DISPLAY 110 MPH DISPLAY JKU 90 MPH 110 MPH 130 MPH 90 MPH 110 MPH 130 MPH HEIGHT (FT) 8 HEIGHT (FT) W10X45 8 COLUMN WBX28 W10X33 W12X40 8 COLUMN W10X39 W14X48 W12X53 COLUMN FOOTING 3.0'X8.0' 3.0'X9.5' 3.0'X11.0' W12X53 FOOTING 3.0'X9.0' 3.0'X10.5' 3.0'X12.0' 3.0'X12.0' COLUMN W10X33 W12X40 W14X48 COLUMN WlDX45 W12X53 W12X65 10 FOOTING 3.0'X9.0' 3.0'X10.5' 3.0'X12.0' 10 FOOTING 3.0'X10.0' 3.0'X11.5' 3.0'X14.0' 3.0'X16.0' COLUMN W12X40 W10X49 W12X58 14 COLUMN W12X53 W12X65 W18X76 12 FOOTING 3.0'X10.0' 3.0'X11.5' 3.0'X13.5' 12 FOOTING 3.0'X11.0' 3.0'X13.0' 3.0'X16.0' 14 COLUMN W14X48 W12X58 W16X67 14 COLUMN W12X50* W21 X55* W21 X68* FOOTING FOOTING 3.0'X11.0' 3.0'X12.5' 3.0'X15.5' W14X61* FOOTING 3.0'X12.0' 3.0'X14.5' 3.0'X18.0' W18X97* COLUMN W12X53 W12X65 W18X76 16 COLUMN W21 X48* W16X67* W18X76* 16 FOOTING 3.0'X11.5' 3.0'X14.0' 3.0'X17.0' W18X76* FOOTING 3.0'X12.5' 3.0'X16.0' 3.0'X20.0' 18 COLUMN W12X53* W14X61* W1BX76" 18 COLUMN W14X61* W18X76* W18X97* FOOTING 3.0'X12.5' 3.0'X15.5' 3.0'X19.0' FOOTING 3.0'X14.0' 3.0'X17.5' 3.0'X22.0' 20 COLUMN W12X53* W1 6X67* W18X86* 20 COLUMN W14X68* W18X76* W21 X101* FOOTING 3.0'X13.5' 3.0'X17.0' 3.0'X21.0' FOOTING 3.0'X15.0' 3.0'X19.0' 3.0'X24.0' FOOTING DIMENSIONS = DIAMETER X DEPTH * DENOTES BUCKLING BRACES REQUIRED EXPOSURE C HEIGHT ABOVE GRADE = 10' HEIGHT ABOVE GRADE = 15' DISPLAY BY: KDD DESIGN WIND VELOCITY DISPLAY REMOVED PRODUCT TABLES AND CHANGED DESIGN WIND VELOCITY 90 MPH 110 MPH HEIGHT (FT) JKU 90 MPH 110 MPH HEIGHT (FT) 8 COLUMN W10X33 W12X40 8 COLUMN W10X45 W12X53 FOOTING 3.0'X9.5' 3.0'X11.0' FOOTING 3.0'X10.5' 3.0'X12.0' COLUMN W12X40 W12X53 COLUMN W12X53 W12X65 10 FOOTING 3.0'X10.5' 3.0'X12.0' 10 FOOTING 3.0'X11.5' 3.0'X14.0' COLUMN W14X48 W14X61 COLUMN W1 4X61 W18X75 12 FOOTING 3.0'X11.5' 3.0'X14.0' 12 FOOTING 3.0'X12.5' 3.0'X16.0' 14 COLUMN W12X58 W1 6X67 14 COLUMN W18X55* W21 X68* FOOTING 3.0'X12.0' 3.0'X15.5' FOOTING 3.0'X14.0' 3.0'X18.0' 16 COLUMN W12X65 W18X76 16 COLUMN W16X67* W18X76* FOOTING 3.0'X13.5' 3.0'X17.5' FOOTING 3.0'X15.5' 3.0'X20.0' 18 COLUMN W14X61* W18X76* 18 COLUMN W1 6X67* W18X97* FOOTING 3.0'X15.0' 3.0'X19.5' FOOTING 3.0'X17.0' 3.0'X22.0' 20 COLUMN I Wi6X67* I W18X86* 20 COLUMN W18X76* W21X101* FOOTING 3.0'X16.5' 3.0'X21.0' FOOTING 3.0'X18.5' 3.0'X24.0' FOOTING DIMENSIONS = DIAMETER X DEPTH * DENOTES BUCKLING BRACES REQUIRED IN IL: —REFER TO NOTE 8 FOR EXPOSURE CATEGORY DEFINITIONS. REV 03 DATE: 26 OCT 11 ADDED "ONLY ONE BRACE REQUIRED" NOTE BY: KDD REV DATE: REMOVED PRODUCT TABLES AND CHANGED BY: 02 10 DEC 08 DRAWING TO A SIZE JKU REV DATE: BY: 01 11 NOV08 UPDATED CHARTS JOB SEE DE SIDE VIEW 3 TYP. 3/16 3/16 DETAIL A ( 8 X SCALE NOTES HSS4X4X3f6 TYP. BUCKLING BRACE SEE TABLES FOR REQUIRED USE —ONLY ONE BRACE REQUIRED *DENOTES BUCKLING BRACES REQUIRED CONCRETE SLOPED AT 2% AWAY FROM COLUMNS TO AVOID WATER PONDING 1. FOOTING AND COLUMN SIZES ARE SUGGESTIONS ONLY, PROVIDED TO ASSIST WITH ESTIMATING INSTALLATION COSTS AND ARE NOT INTENDED FOR CONSTRUCTION PURPOSES. THE DESIGN MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE INSTALLATION BEFORE THEY CAN BE USED FOR FABRICATION Or ERECTION. 2. INTERNATIONAL BUILDING CODE 2006 USED IN DESIGN OF COLUMNS AND FOOTINGS WITH, IMPORTANCE FACTOR =1, Kzt =1.0, Kd =0.85, G =0.85. SEISMIC DESIGN WAS NOT CONSIDERED. 3. FOOTING DIMENSIONS ARE BASED ON ASSUMED SOIL CLASS 4 (ALLOWABLE LATERAL BEARING PRESSURE OF 150 psf). 4. STRUCTURAL STEEL IS GRADE A992 (50 ksi) STEEL. CONCRETE SHALL HAVE A MINNIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 psi. 5. THE AVERAGE DISPLAY WEIGHT FOR A LAYOUT CAN NOT EXCEED 8 PSF 6. DAKTRONICS INC. IS NOT RESPONSIBLE FOR STRUCTURES DESIGNED AND INSTALLED BY OTHERS. 7. REFER TO DAKTRONICS DRAWING 1407 —EO7B- 299257 FOR DETAILS OF DISPLAY MOUNTING TO COLUMNS. B. LOCAL BUILDING OFFICIALS SHOULD BE CONTACTED TO DETERMINE THE WIND SPEED AND EXPOSURE CATEGORY FOR THE PROPOSED SIGN LOCATION. THE EXPOSURE CATEGORIES B AND C ARE DEFINED AS: EXPOSURE B — URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE — FAMILY DWELLINGS OR LARGER. THESE CONDITIONS MUST PREVAIL FOR A DISTANCE FROM THE SIGN OF AT LEAST 2,600 it OR 20 TIMES THE SIGN HEIGHT, WHICHEVER IS GREATER EXPOSURE C — OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FT. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS, AND ALL WATER SURFACES IN HURRICANE PRONE REGIONS. 9. FOR SPECIFIC PRODUCT DETAILS ON WEIGHT, MOUNTING, ETC. REFER TO THE INDIVIDUAL PRODUCT SPECIFICATION SHEETS. ��DAKTRONICS, INC. THIS ' RE nL "L� U ULID P OFTEN VN THIS DRAWING ARE CONFIDENTIAL AND PROPRIETARY. BROOKINGS, SO 57006 DO NOT REPRODUCE BY ANY MEANS WITHOUT THE EXPRESSED WRITTEN CONSENT OF DAKTRONICS, INC. TITLE:25' WIDTH SCOREBOARD INSTALLATION SPECS. DESIGN:AWRUCKE DRAWN:AWRUCKE DATE: 16 AUG 07 SCALE: 1 / 1 6 "= 1 03 P1538V rVIE-10 AG 31 67501 OPTIOPI- -- "" PITCH COU OPTIONAL TNMCS 8X32 -34MM BA- 2125 -R /A/W SEE DETAIL B (SLAVE DRIVER) @2 FRONT VIEW KNOCKOUTS FOR 1/2" CONDUIT m � v y 0 G� z O �0` � m O w °o Z m z o D CD r-I> o 0 D O0C�o� O z 0 n Z `moo 1 o D .Op Z (n o 9 A n o;m W DSO N O D z M ? (n o O v o vz-I�m mmm AN <°� D m y - -o o_m3mm �jDZ 0 - D y m y N D AO�yzz °Z o °o n' 1 o2y9D �q (JJ y VI m 2nm� °yo T w m <z W m °= ° ° W Z 2 °y BA- 2125 -R /A/W SEE DETAIL B (SLAVE DRIVER) @2 FRONT VIEW KNOCKOUTS FOR 1/2" CONDUIT KEY O= LED DRIVER NUMBER & 1 LED DRIVER CONNECTOR WIRED TO THAT DIGIT 15" =DIGIT SIZE REAR VIEW JAL AT BAT OR ,OUNT CAPTION ENCLOSED 16 COLUMN SLAVE LED DRIVER AND POWER /SIGNAL ENCLOSURE @1 (THE ryry� COVER HAS BEEN REMOVED TO SHOW THE LNy� - ENCLOSURE COMPONENT DETAIL) - ENCLOSED 16 COLUMN MASTER LED DRIVER xxx AND POWER /SIGNAL ENCLOSURE @1 (THE COVER HAS BEEN REMOVED TO SHOW THE ENCLOSURE COMPONENT DETAIL) IJLJ �0` I ]OLJ 1� �(1I i KEY O= LED DRIVER NUMBER & 1 LED DRIVER CONNECTOR WIRED TO THAT DIGIT 15" =DIGIT SIZE REAR VIEW JAL AT BAT OR ,OUNT CAPTION ENCLOSED 16 COLUMN SLAVE LED DRIVER AND POWER /SIGNAL ENCLOSURE @1 (THE ryry� COVER HAS BEEN REMOVED TO SHOW THE LNy� - ENCLOSURE COMPONENT DETAIL) - ENCLOSED 16 COLUMN MASTER LED DRIVER xxx AND POWER /SIGNAL ENCLOSURE @1 (THE COVER HAS BEEN REMOVED TO SHOW THE ENCLOSURE COMPONENT DETAIL) o2 c� o i r` E N � W C M r 0 M O biLL IF= I I[; i I ;IrF !J11;Ir I I Z m E3 k 1 >%O N 0 CM N FZ I 11: 14v 1= I I FZ 1:1 k FZ IF= ;I[; I J W I_ _ H Cn COUNTY ROADS 50 & 10 II E o. m CORCORAN MINNESOTA U t r rn L E O W + � II L � Q II II a O t O+ Q.O E C 0 N t II'II p p in U p N J N fOA m m m a ROCKFORD AR A SCHOOLS C � -C 6051 Ash Street Rockford MN 55373 'Z v U 2 VICINITY MAP GENERAL NOTES DRAWING INDEX CONSULTANTS 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. CO.1 TITLE SHEET 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. C0,2 REFERENCE PLAN 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY. CO.3 TOPOGRAPHIC SURVEY (SHEET 1 OF 2) CIVIL ENGINEERING / LANDSCAPE Q w q 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL CO.4 TOPOGRAPHIC SURVEY (SHEET 2 OF 2) ARCHITECTURE: U PROPOSED SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. V U 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. C1.1 REMOVALS PLAN Q Q BASEBALL FIELD ANDERSON - JOHNSON ASSOCIATES, INC. sij w 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. C2,1 LAYOUT AND GEOMETRIC PLAN w CONTACT: Jay Pomeroy W Cn 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 7575 GOLDEN VALLEY ROAD, SUITE 200 A C3.1 FENCING AND FINISHING PLAN 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. MINNEAPOLIS C3,2 FUTURE PARKING LOTS - LAYOUT AND FINISHING PLAN ' MN 55427 763- 544 -7129 9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. C4.1 GRADING AND DRAINAGE PLAN W 10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS C4.2 GRADING AND DRAINAGE PLAN - FUTURE PARKING LOTS ELECTRICAL: iv2� 1i:vh.Ave,ti i�rn•;.,.. FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. C5.1 SITE UTILITY PLAN r WUNDERLICH -MALEC ENGINEERING O 12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. C6.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) �- CONTACT: Jim O'Brien aL ,_rrr.re ,f 13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. V 5501 FELTL ROAD prdd AV4 14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. C7.1 LANDSCAPE AND IRRIGATION PLAN MINNETONKA, MN 55343 J 952 - 933 -3222 Q 00 0 15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 52.1 OR 52 SHALL BE UNDERSTOOD TO MEAN 952.1 OR 952. C8.1 SITE DETAILS ~O N Corcoran t a�' C8.2 SITE DETAILS = 16. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. Maple Grave C8.3 SITE DETAILS Z U W J_ n bup�ni 17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING U) Z y M SI � Td TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE C8.4 DUGOUT PLANS, SECTIONS AND DETAILS O Q Z s 0 z Rh ktwrdRozecciPI*TA MATERIALS WILL BE INCIDENTAL TO THE CONTRACT. W V Greenfield Q bass �%;d � Q Q � 18. NO FINISHED SLOPES SHALL EXCEED 3' HORIZONTAL TO V VERTICAL (3:1), UNLESS OTHERWISE NOTED. Q Z W j Q Q �s LAO P1 ;_ 19. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, RECEIVE AGLIME, OR SYNTHETIC TURF, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE W Q v r99ro-kIFRrk SEEDED OR SODDED, AS NOTED. iL -L-340 PULIL-1 -a - _- �Leighkon fn 0 o L) 0 20. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL J Y Y fir= APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. J (� Q U Q 0 p L) o 169 21. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C -361, UNLESS OTHERWISE NOTED. Q z srrix� «.• � M 23. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: W a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS AND W "nRackhra MANHOLES. 102 to Rd b. ACCEPTABLE MANUFACTURERS / PRODUCTS: ° I i. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE- DIAMETER WATERSTOPS" M�M Independence plyrrro h ;�;,�,�,,`- 3n11 � ii. PRESS -SEAL, WATERSTOP GROUTING RINGS" W Medina iii. OR APPROVED EQUAL. 23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME z s 06 BEFORE BEGINNING CONSTRUCTION. x' 24. CONTRACTOR SHALL STAKE LIMITS OF FIELD, WALKS AND CURBING PRIOR TO INSTALLATION OF CATCH BASINS AND MANHOLES. MANHOLE LOCATIONS SHALL BE q r�veh�xk�rs�'e ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE r Poeev COron d � Pat* CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. e4 ■ O PRELIMINARY DRAFT AGENCY REVIEW N �rrrrrr I 0 I a 1 I ♦ I \ I I \ \ QUARI) RAL � w � � � I / � l 7 RAL .wr +�, e •wa \ , r \ + + MORELAND .wa \ • \ \•` �__�" \ OVERLAY TRICT � 4 ana ,I I (AP ) . / / war I \T \' i .wu •w° \ OODPLAI UNDA Y PROX) I •� �r\aru .aw \ tea, / f�G. I ��� \111 \ / •a`" I .wr \ INNS FFNCE e J 0945.0 wa,'"' .a,a• / 1 �. +`� \\ � ' — .w" - \ l I — .a,aa� \ 1 ND .aa(a �^ •u � � O \ ' \ .av'aMY — / I / / 1 l I \ \\ r \aq •""' �rw \ � {\ in f `° / /e4°a ` �!",` z � \ \� r \ .aw /`� �•/ GE 1 \ \ \` � � �� �•1Y .aav � .wa —, .�� �� •�i ar / I .r, \ In Oaa� \•�V %'�' %, � .wu / �/ � � / /• �/ � / � � �av / .� •w' �� f �� °_lwa� / -� ' ► I \ 1\ .", •�" r , "-a , �.a,a. •�' / `— IOU FENCE /',,y ...• %.w. • , ; / w�� .wa ' warl I I I I .aaa ` ..,, l_ , / \ \\ •�. / / " J+— v 1 \ — —fib_ '�✓ < _Mr_ -.L °° \ •� y��i � /'•� .wr/ �""� 1w � � � \"a.' \ — — — -.� 47v — —s.— w /Gym, N89 3/ 59 "W JM..0/ / ' ..an � � y� •wr• i r / 'ic I 11 u�.l f•� I v .w, I .aas .. I .r. LEGEND 1 N C8.1 DETAIL I.D. NUMBER (TOP) r � N SHEET NUMBER (BOTTOM) 1030.5 EXISTING SPOT ELEVATION -- -49& -- i r / 'ic I 11 u�.l f•� I v .w, I .aas .. I .r. LEGEND 1 REFERENCE KEY TO DETAILS C8.1 DETAIL I.D. NUMBER (TOP) r � N SHEET NUMBER (BOTTOM) 1030.5 EXISTING SPOT ELEVATION -- -49& -- EXISTING CONTOUR 30.3 PROPOSED SPOT ELEVATION 1030 PROPOSED CONTOUR 19SB -3 SOIL BORING a. 0 0 0 x Z 10 ® PROPOSED CATCH BASIN (CB) C8.1 O PROPOSED MANHOLE (MH) 11 � a C8.1 NOTES: 1. REFER TO SHEET Cl, TITLE SHEET, FOR GENERAL NOTES. PRELIMINARY DRAFT AGENCY REVIEW M a N � r � N C> O Z m C 0 m •N m 3 •o t L. II O�•� L. a. 0 0 0 x Z Q J � a Z Fw .Q wZ a U 3`5 75 "II C II II � m U t Q L E m II N m C, "p L m 7 (D t } Q i II t 0+ aa.0 � E C y N 3 II •II m C � y U p J m < L s •II�m m m am rn L 3 V C ti- —av, -moo m f� h "ham b a ti U� C5 �CIA Z '. O W wq �O rzj �Uy � O 4 4 � w h A q° Z O V J Q 00 0 O � r ZUW n J� O Z Q y M Q Z O V LIJ V Z a f� OQ Z a a E J oa W� W� aco O LL o Y� LL Jo® o LI M W Q m N O a m t N N 3 O W N89°3/ 59 "W 335.0/ N N b i h 0 g C oc, 6� 6i WETLAND �f f � 4FISYU4E" 1 PARKING LOT ! ( -85 STALL OHWL = 945.0 NWL= W 4 n w WE FE vm Q. \ py� v OODPLAIN OUNDARY ( PROX) v � I POND ( -50 ST f �o f `y P0RTA. 1 POTTI FUTURE •['+ r BLEACHER WETLAND i SEATING EDGE, i j BULL. PEN ,(2) i. G ' ONwED we FENCE SEAT Gi ^= VARSITY CONCES NS/,- BASEBALL •[[T ILERI FIELD ucou •�F vj! L {. DUGOUT PEN (2) BLEACHER & SEATING PRESS B:1X c� BATTINpr r, `^ _ CAGE' (2) V ZV ` 1 n Oar bb � 4� 110c iFNa �b Oa JET Oaf bb OP W FOOT X 120 FOOT 10.0 FOOT X 11.1 FOOT ---a OA F00T X 19.0 TOOT . —m M4 FOOT X 101 FOOT SHED-17 b c C c ss ss Oar 9b Y IM005 IRkiCPTlO e WELL '�4- os BATTER'S EYE SCREEN F1EL0 eluwL Oa � J+'y Oaf oar vb` BATTING 1 STORAGE WETLAND VEL sb tFLAGPOLE SCOREBOARD,[' FIELD LIGHTING/ SHORELAND OVERLAY DISTRICT (APPROX) o; s • 4 FT waXl NON Fwll'E O o 4 ss ARE. �V}p�4 R w10110f �•b '' WE Oa fDla Y _ oar ss g oa• fi FOOT 471N1 UNK IBM c bb b s ° oar i b •E_"� lyd C. b Al C FOOT FENCE CE 'bb LINK la Oa DEFD L /N£`✓ r•� � J6v �.J o J 4'y • a� O Oaf bs 0 a +' DEED L /N£ E� Oa 7 o FDaE , MO*o OR09 L /N£ F • � 0 FOOT X 0.9 FOOT 90ID °a• FUTURE PARKING LOTS- SEE ALTERNATES NEW BASEBALL FIELD LEGEND 1 REFERENCE KEY TO SITE DETAILS C8.1 DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) MEDIUM DUTY PAVEMENT - FUTURE - REFER TO ALTERNATES C8 2 16 LIGHT DUTY PAVEMENT C8.1 15 AGLIME AREA C8.1 CONCRETE WALK 5 C8.2 EXISTING SOFTBALL FIELDS (3) 0 1 PRELIMINARY DRAFT AGENCY REVIEW W V W z UJ z E-- W a W U. W U M 0- 0- M cO r � N _O O z m m TC o ;m•v_, •� m •m t am E ° O �C (L 10 0 V M W V W z UJ z E-- W a W U. W U h d. R 3 =v 5 _O O E a. t am E ° po J cn ce) ♦^ o Do N in L oaw U� o o° o c of mw c- 0.0 u LL, o _ ;v (p Er) cZZ D a 3 co a s � o �V C M Lwu a Lo to 0 LL OV V o (V rr^^ vl p J N foil V V • 2; m N t O m m r- c Z L y L m c m t o 7 U N _0. 30 m Z h d. R _O r� V N� �FF1� J a ce) ♦^ o Do N in Y/ zULu O`)z_ U� (n 1 N o�� M u LL, o _ ;v (p Er) cZZ D a z co a s � o �V Boa Lu Lwu a Lo to 0 LL OV o rr^^ vl O V V • uj �V�j �w I /a W Z _O r� V N� �FF1� J a ce) ♦^ o Do N in Y/ zULu O`)z_ 2 (n 1 N o�� M u LL, o _ ;v (p Er) cZZ D a z co a s C Boa Lu Lwu a Lo to 0 LL OV o J J V V LL o uj I /a W N ■ o m m N I 1 I I / I / I / 1 / I / 1 I WET1 _65` WET1 _63 WET1 _64 Ey EDGE OF WA TER ( B J / BARBED WIRE FENCE / E5 1 ARE I ET_56 I 1 I 1 I 1 I 1 , 1 1 , 1 1 , 1 I 1 I WET_55I , I , I I I I I I I � � I ( B `NFT_54 c�\ v WE*V 58 1 T_ , WET-60 ( F -t 00 cl \_ o F\ REMOVE TREES AND UNDERSTORY GROWTH TO ALLOW FOR NEW TRAIL AND BRIDGE. PROTECT EXISTING WETLAND o �, AND VEGETATION OUTSIDE OF CONSTRUCTION P LIMITS. WET-53 N)Pl *# , 0 C-1 W EDGE OF T -52 - _ r MR IN an an ` m m mmmmmmmmmmmmmmmmmm WET1 -13 WATER WET1 _11 WE _12 ` WET-51 / /� ,,.�_� -, I F e�_: \_ o /WET_48 •0• WET-49 WET_145 e / kT_146 i WET-47 `—L B i NJ I `\ W% W W W I \ W / / W (B �� / w W ET1 _10 AGES WET1 _14 WET1 W SOUTH \EDGE I WE / f W ( WET_130 W OF CREEK / / I I I I I I 1 WET1 _9 1 1 1 1 1 1 c:) C.) G\-I- P WET1 _ _ W EDGE OF THE \ E$ WET1 _ WET1 _19 WET1 _18 WET1 :\ W W �t WE / W / W / W / W / J SOUTH EDG W ET- 1R��`� F CREE W w W WET27 WET 12 "PEP 12 "PEP IRON FENCE O WET _144 Q) WET-1 - WET_142 Q) I WET_141 �\ 1 EDGE OF 1 WA TER 1 1 WET-1 40 WET_139 __7 CREEK WET_133 / I �WET_138 e WET_132 e 1 WETt137 e � 1 WET_ 4 I WET_131 1 ` 1 WET_135 ` 1 �I WET_136 4 FT WROUGT IRON FENCE LEGEND // TREE REMOVALS -SILT FENCE 1 C8.1 I ROCK CONSTRUCTION ENTRANCE 2 C8.1 NOTES: 1. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, DRAINAGE PIPING, AND DITCHES, ETC.) WHICH ARE TO REMAIN. PROVIDE AS -BUILT DRAWING ILLUSTRATING EXISTING UTILITIES, CONDUITS, WIRES, ETC. PRIOR TO PROJECT COMPLETION. 2. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 3. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 4. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR RE- ESTABLISHING ANY BENCHMARKS WHICH ARE SCHEDULED TO BE REMOVED OR RELOCATED, PRIOR TO BEGINNING CONSTRUCTION. 6. TREE PROTECTION: CONTRACTOR SHALL INSTALL ORANGE SNOW FENCE AT DRIP LINE OF ALL TREES TO BE PROTECTED FOR THE DURATION OF THE PROJECT. Z Q J U) J Q O 2 W w v v a) M h C v N °Eo�m OD U � 0 0 ±F Z m rn � 3 oar c U � C m .° - 0 E c 0 � CL in c U w Z Q J U) J Q O 2 W w v v a) M h v °Eo�m U � } o0 °Emv p :E N ±F t — L N c � 3 oar � o O D � L ° ate CL 0 E c 0 � t�,vcoo Lo M 0-0 OO a 0 N a) v •- t a> -p O 0:0 O i> Z d (� L °Qmcm� s m a0-v rn O EROSION CONTROL KEY LEGEND O SILT FENCE 1 C8.1 OB HEAVY DUTY SILT FENCE 1 C8.1 CO ROCK CONSTRUCTION ENTRANCE 2 C8.1 OD SEDIMENT FILTER AT STORM SEWER INLET OE EROSION CONTROL BLANKET 3 C8.1 OF SEDIMENT LOG 4 C8.1 CD BARBED WIRE FENCE a�o f 0 15 30 Ga / PRELIMINARY DRAFT \ i J AGENCY REVIEW Z O F_ V �J 0 Z u CL IS V W � 0 Q Z JoQ W O LL JY� JOO Q � m W MQ W J O O x U U) a w a 0 O Y U O w O N ■ o A.- V) h ±F �2 U� N C~ O Uw � W2a Ln Z O F_ V �J 0 Z u CL IS V W � 0 Q Z JoQ W O LL JY� JOO Q � m W MQ W J O O x U U) a w a 0 O Y U O w O N ■ o A.- V) i� IWL = 944.0 � EDGE OF WA TER a- i • i i y WETLAND EDGE�� • Cl BARBED WIRE FENCE 18 � c RBoo -. Rg p0' 32.24' I�To WETLAND I n- 46.54' 4�TLgND R5.00'— D23 ,,No o° i� 1 0 0 N 7.87' _ N \ �� 195.50, ♦ _ ` \ \ _ ` \ C s 12 0 SHORELAND F. 20 2-' �, \ l� ��• e c� ` \\ \ OVERLAY 1 ® \ DISTRICT APPROX 22 ` Ak 1 1 1 1 0 0 1 177.48' W� ~�a 1 Q 4 -- W/ to 10�� co co m •.46.00' —� Go 0 Z N � o _ ^LLJ o' o y�-�- -" -EDGE OF- WA TER S S EDCE OF TREE P S G� PRESCR /BED T pSL o� L IA41TS - -r- _ NA TO;E3 . i o � N A R25.0( a d GRA V L 0 0 0 RAD. PT. i-- RAD. PT. 0 Itf S 15 ° FLOG PLAIN BOUNDARY 5 3 (AP P ROX) G moo `\ ® vow R125.0 ♦ Off` \ 12 \ offal I co I i i J u� 10, 0 \ 5 4 FT WROUGT IRON FENCE G� EDGE OF WA TER i CREEK � Q) (O ��-N`` 'V YI NOTESo C3 M =tea v rY ll� -' 1. REFER TO SHEETS C3.1, FINISHING PLANS, FOR RELATED LAYOUT N N U INFORMATION AND SITE FEATURE NOTES. mv 0�E pN N } 0 0 �'p p V m N cl , W 2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF 013 L s Ot m� N -j O M M V M FENCE, UNLESS OTHERWISE NOTED. 0 xvjz m Lo 3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE O z m c c a FIELD LAYOUT. v m • -° Lwu a � u 4. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK CL o o 0 w o OF CURB OR BACK OF WALK. 5. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. REFERENCE KEY NOTES Z O Q Za QV O~ LI.I Q � J0 W (D O 11 Ecai3 1O FUTURE PARKING LOT(S) C8 2 ° v o M O2SPECTATOR PLAZA / INFORMAL SEATING m 7 -p 4 o a Z vmi L z PRESS BOX - REFER TO SHEET B2 O s m a L 7 U = m v0 O BLEACHER SEATING - REFER TO SHEET B1 O BACKSTOP WITH RAISED CURB WALL & PADDING 12 18 N C8.2 C8.2 N �4 O DUGOUT - REFER TO SHEET C8.4 W BULL PEN 0 16 C8.2 �I' >p O8 FIELD ENTRY FOR PLAYERS 2 OBATTING CAGES (2) C8 3 U 10 BATTING CAGE STORAGE AREA 4 5 • C8.2 C8.2 11 FOUL POLE 14 C8.2 12 FIELD LIGHTING - REFER TO ELECTRICAL SHEETS N 10 13 FLAG POLE C8 2 14 SCOREBOARD 15 C8.2 • 15 BATTER'S EYE SCREEN - REFER TO ALTERNATES O 10 ' 16 8' PAVED TRAIL 16 W U 17 SOFT TOSS (40' LONG x 10' HIGH) C8.2 U w O1 g CONCESSION TRAILER LOCATION / CONCRETE PAD- REFER TO 5 O ~ ELECTRICAL SHEETS O19 AGLIME /TOPSOIL /AGGREGATE STORAGE AREA 20 FUTURE OUTFIELD BLEACHER / CONCRETE SLAB., 21 PEDESTRIAN BRIDGE 19 C8.1 5 19 22 PORTA -POTTY ENCLOSURE / SLAB C8.2 C8.2 23 BLEACHER SLAB / DRAINAGE TRENCH 20 5 C8.1 C8.2 Z 24 IRRIGATION WELL / FENCE ENCLOSURE 4 O C8.3 L- V C3 M =tea v 0 a E 4D 00 mv 0�E pN } 0 0 �'p p V m N cl , oar Z O`hz_ 013 L s Ot m� N -j O O 11 Ecai3 1O FUTURE PARKING LOT(S) C8 2 ° v o M O2SPECTATOR PLAZA / INFORMAL SEATING m 7 -p 4 o a Z vmi L z PRESS BOX - REFER TO SHEET B2 O s m a L 7 U = m v0 O BLEACHER SEATING - REFER TO SHEET B1 O BACKSTOP WITH RAISED CURB WALL & PADDING 12 18 N C8.2 C8.2 N �4 O DUGOUT - REFER TO SHEET C8.4 W BULL PEN 0 16 C8.2 �I' >p O8 FIELD ENTRY FOR PLAYERS 2 OBATTING CAGES (2) C8 3 U 10 BATTING CAGE STORAGE AREA 4 5 • C8.2 C8.2 11 FOUL POLE 14 C8.2 12 FIELD LIGHTING - REFER TO ELECTRICAL SHEETS N 10 13 FLAG POLE C8 2 14 SCOREBOARD 15 C8.2 • 15 BATTER'S EYE SCREEN - REFER TO ALTERNATES O 10 ' 16 8' PAVED TRAIL 16 W U 17 SOFT TOSS (40' LONG x 10' HIGH) C8.2 U w O1 g CONCESSION TRAILER LOCATION / CONCRETE PAD- REFER TO 5 O ~ ELECTRICAL SHEETS O19 AGLIME /TOPSOIL /AGGREGATE STORAGE AREA 20 FUTURE OUTFIELD BLEACHER / CONCRETE SLAB., 21 PEDESTRIAN BRIDGE 19 C8.1 5 19 22 PORTA -POTTY ENCLOSURE / SLAB C8.2 C8.2 23 BLEACHER SLAB / DRAINAGE TRENCH 20 5 C8.1 C8.2 Z 24 IRRIGATION WELL / FENCE ENCLOSURE 4 O C8.3 L- V =tea 0 00 o _cl) o N cl , Z O`hz_ C) W N -j O M M V Q Lu Z 0 xvjz m Lo Q Z c a Q JpQ Lu Lwu a � u X00 LL o w JY� J0O Y � 0 MQ W W Q m CD 0 15 30 PRELIMINARY DRAFT N � AGENCY REVIEW e U \ \ BEp WIRE CE Oil ET 56 ■ ■ i ■ ■ i ,a ■ WET 5 � C ■ ■ cl S r� WET 54 � i WET b WET 58 ■ ■ ■ i WET 57 7 16 \ ` LEGEND 19 \ \ 1 REFERENCE KEY TO SITE DETAILS Q \ DETAIL I.D. NUMBER (TOP) big ♦ ♦ \ C8.2 SHEET NUMBER (BOTTOM) / ♦ �_ C1 \ V LIGHT DUTY PAVEMENT (a) AGLIME INFIELD C8.1 CONCRETE WALK 5 ° � ♦ C8.2 SIGN 1 2 C8.3 C8.3 oe mm STONE UNDER-BLEACHER TREATMENT (3" STONE OVER WEED BARRIER FABRIC) C8.1 G 1 � / / / I �I �I / ooe { oo •,♦ 5 + ♦4 ' ♦,� �X OPENING ♦ 4 , + � 4' OPENING ♦ 11♦ 4 .. _ 5 + + S I ,, +♦ N X I I ` ♦♦ ♦ 2 ,♦ ♦♦ ♦ a / i / + ,+ , m 17 C8.1 I! MIF - 15 \ BLOXY - PITCHER'S MOUND, BULLPEN PITCHER'S AREA, AND BATTER'S OUTFIELD FENCE POST 1 C8 1 x 3 16 17 S 'ACING SHALL BE 8' O.C. (MAX). x \ C8.2 C8.2 ® EI4D AND CORNER POSTS SHALL \ BE 4" DIAMETER, LINE POSTS SHALL BE 3" DIAMETER. \ NOTES ♦ 4p h x \ IV '_�k x 1. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF FENCE, UNLESS OTHERWISE NOTED. 0111% 4f 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 16 1 2 411f 3. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK OF CURB OR BACK OF WALK. , Q 4. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. 5. REFER TO SHEET C2.1, LAYOUT AND GEOMETRIC PLAN, FOR GENERAL SITE ' DIMENSIONS. G ♦ loo ' loo wo 1 ' 00 i 4' OPENING 2 3' OPENING 5 1 M♦ � 17 C8.1 1 15 C8. .a a OUTFIELD FENCE POST SPACING SHALL BE 8' O.C. (MAX). END AND CORNER POSTS SHALL BE 4" DIAMETER, LINE POSTS SHALL BE 3" DIAMETER. 0 a 15 C8.1 11 --- 1-- .----- r--- -Y - - -- 17 WET _49 R ►15' A I!] � + 4 loo 1 13 14 WET 45 12 �VJET 1 i � WET 47 r���i WET _48 FENCING KEY NOTES O 8' HIGH CHAIN LINK FENCE WITH TOP, MIDDLE, 6 AND BOTTOM RAIL IN MAINTENANCE STRIP. (�4 8.2 C8., 2O BACKSTOP WITH RAISED CURB WALL. 18 C88.. 2 C8.2 O 8' HIGH 3' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8.2 O 8' HIGH 4' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8 2 O 8' HIGH 6' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 7 C8.2 O 8' HIGH 8' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 C8.2 O 8' HIGH 12' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. g C8 2 O 8' HIGH 14' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 C8.2 O 8' HIGH 20' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE WITH PLUNGER ROD. 8 J) o Cg.2 10 0 12 BATTING CAGE C8.3 11 ) 9 SOFT TOSS (40' LONG X 10' HIGH) C8.2 (%) w Z 12 0 FOUL POLE 14 C8.2 N 13 0 10 FLAG POLE C8.2 Z m 14 0 SCOREBOARD C88.. 2 'm L0 Z 15 10 BATTER'S EYE SCREEN - REFER TO ALTERNATES 10 16 PORTA -POTTY SCREEN WALL / ENCLOSURE 5 19 C8.2 C8.2 17 AGLIME / TOPSOIL / AGGREGATE STORAGE AREA 18 18 SAFETY HANDRAIL 11 C8.1 19 0 C8.3 IRRIGATION WELL / FENCE ENCLOSURE 5 4 C8.2 C8.3 PRELIMINARY DRAFT AGENCY REVIEW N N N 07 0 O Z m rn c >o U C m .- W, 3 fn CL in c U w 0 Z Z J Q z Z V) W Z LL UL 0 v m M of aIEmv 2 a p N C � as o -r- 0-0 EcaiN 3 m o c -° U O O J N 6 v •- at -) 4-s 4 L > < s L L s m auciv� rn Q41- 7 O d' Z �4 O ±, V w�a N =tea Y� �2 U� J) o C7 00 N Z O'^ 2 'C) V+ (%) w Z N O N V Q W Z m O = m co 'm L0 Z Q ` Z cn a m Q 2- J Wp�� o Q �Lo a� u con O 0 O O J Y 0 LL o Uw Q � � m � Uq� W Z O V N =tea Y� J) o o 00 N Z O'^ 2 'C) V+ (%) w Z N O m V Q W Z m O = m co 'm L0 Z Q ` Z cn a m Q 2- J Wp�� o Q �Lo a� u O 0 O J Y 0 LL o Q � � m W cn MQ W O N ■ O NOTES ♦ or ♦ ` 1. REFER TO SHEETS C3.1, FINISHING PLANS, FOR RELATED LAYOUT N N v GUAR o , INFORMATION AND SITE FEATURE NOTES. N O E yam' °y M RAIL �' ` 2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF o FENCE, UNLESS OTHERWISE NOTED. a o 3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE Z m c EXTENS OF PROPERTY LINE WITH BEARING S55 °01'53 "E , ` FIELD LAYOUT. c m .0 3 .N 5 , 1 ?00, ` 4. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK CL o c v w 11111 \ / �� SHORELAND ` OF CURB OR BACK OF WALK. R o.o0 1 1 �\ g0000„ o ..., OVERLAY , �w 111111 i 1111\ cps DISTRICT ` 5. REFER TO SHEET C0.1, TITLE SHEET, FOR GENERAL NOTES. I • �11111�1'I A o'��R � ` � '2o I Ty (APPR ) \ ' <�ti� oy� ` Z Z Z loll � IIIII 11� � � 11111 1 111 �2 20 0 . o �_ LEGEND J � 1' . 00, 00, 0 REFERENCE KEY TO SITE DETAILS = a 1 111111101111 1 DETAIL I.D. NUMBER (TOP) Q O C' ti .1111 1 1 1 1 1 1 1 I I 1 1 1 1 mss ` c8.1 i 1111 X11111111 '�5 °° 1 111 1 IIII 111111 I s O— SHEET NUMBER (BOTTOM) Z i I 1 1111 1 111111111 I�� 11 111111 �� 111 111111 1111 I �/ , 1 GRAVEL PAVEMENT - REFER TO ALTERNATES 11 W Q = II I:IIIII I I 111 II III I I I I,o I I I I I •ol I of 1 1 1 I I 1 1 1 I �\ S \ cs.2 w Jcf) 1 1 1 1 III I I I I p SIGN 1 2 (n II IIII° IIIIIIIIII II � � 1111, � \ , 1 _ III 11 11111 ^11111111111111,111 , , Q �� \ R4 00, ! I I IIII !9 Rs.00' 11� 1111 I `�01 FLOODPLAIN cs.s cs.3 Z ♦ III 1 1111 1 1 1 1 �o- I'' I' I I IIIII I I ^�.. I I � 11111 I111111111111� 111111 11 1 1111 1 1111111111.11 1111 1 ��` 1 BOUNDARY LL 111111+`�SOO!1111�' 11111 11111 1 1 1 1111 11N1 1111l�^I'11 1111 11111 I �Q ; IIIIIIf1111'I 1111 111111 1111 1 I IIIII�o° 1111111111 111111 IIII I I �9 (APPROX) 11/01 1111 1 o0 1 1 1 1111 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 2�S >6� ` �I ��. 11111 111 11111 1111 11111 1111111111 11111 1111 I,�.00 � 1 1 1 Il � ` \ ° m I 1111' °s' 1 111111 1111 111 1 111 � 11 1111 I I 111 1 1111111111 1111J1'�11 I � , \. 3 � II Illlh•II II II II �I II 1111 I 111111111 111 IIII IIII II 111 II 111 II II 11111111 II \, v E 0o III IIwIII III II � III II III (IIII II II `1` E �� IIII 111111 II II II II I III 111 111 II ` E ° IIII IIIII II II II I I II IIII 1111111 II 2� °tN '� III 111111 II II I III III s ,I 111111 II II _ 111111 1 1 111111111 1111 111111 I I 111111 1111'1 0. 1 1 I 1 111111 1111 111111 I °yF 3�a` 1 111111 110° 11 111 1111 1111 1 1111 I I 1111 1 1111 11i11 I I I I I I I I I I I 1111 1 , ` �oyo s `o m 111 ti, 111111 II 111 II II 111 I �II II � ` m ° 'I II 1111111 II II II II II I 111111 II I III 11111 II II II II II II I 111111 II I �EcN3 III III II 111 II 1 111 II 1 1 11111111 II I`1 t ° -°oc IIIII II III III II I I II I I II IIIII II r _ ` �� _ EDGE OF III'lill I 1111111111111 1111 I I 1 I II 111 11 1 1111 11 111111111111 1 111 1 WA TER I 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 I I U ° J 4) ` '1'111 111111111111111 I I 1 11111 111 111111 111111111111111 III o��� �m.jmLL ` II IIIII III II I III�IIIIIIIIII �' � L °��'�` II 111 I I 01!I I. , 11�1�1!1�1T1.11.1 1.11,1�1� .I. I�III,I!1N.1,1.1,111�1�17I 1.1.1.11!1. , o `.,� 1 �\ �� _ a �, - ° o WETLAND EDGE OHWL= 945.0 t 1 1 POND 1 1 NWL = 944.0 � �f f� � I i 5 WETLAND EDGE BARBED WIRE FENCE o G\ S T/. v pp Z O H C) p� �0 Zvw 0cnz V W 0 Q z .J Lu LL LL JY� JOO MQ � W W Q m M 00 00 0 on on M O m M O Ln d LO 2 Z � t Lu � Lo Qom U p O IX O LL Y U O w N CD ,o 0 15 30 PRELIMINARY DRAFT M AGENCY REVIEW U �4 w �2 U� N 0 Uw � w2a � New Z O H C) p� �0 Zvw 0cnz V W 0 Q z .J Lu LL LL JY� JOO MQ � W W Q m M 00 00 0 on on M O m M O Ln d LO 2 Z � t Lu � Lo Qom U p O IX O LL Y U O w N CD ,o 0 15 30 PRELIMINARY DRAFT M AGENCY REVIEW U x 9472 \\ \� x`949.0 I�VL = 944.0 948 <94.1 � 9474 , \ \ 34zg - x947.4 \ \ \ WE 94 65, 45.9 \ 8 945.0 \\ a , \ T1 _63 v 946.5 \\ "I, 4(\950.9 9 \\ i95�1 \4 \, \ \\x g �/ x 954.8 \9\ \\ 95.1 1-1 '000-\ 956.3 957 �S- \ / \ 954. / x / x 953.9 - _ - \ 95\ �\ \ `x 5.151 g \ \ . 953 � / � x 954.3 \ \ \ k8.8 60 \ \ 951 52 \\ x949.8 \��� / ` � 46 `\ \ 948. / '_ .v �\ �\ / 1 50. \ _ 560 \`,, `\ SHORELAND 50351.90.7 �\ _ - 532 ` x'93 \`s \ \\ 6 x 97 `� \ OVERLAY ` DISTRICT - I \\ \ \ ' °'�h \ 9y� �\� -- / \ x `�'\ 9358 �' X45.1 \ 946.3 \ \ Oi - - -- - - -_ 53.2 \ \\ \\ ( \ WET1 _64 \ ` \ x 947.1 \ \ 47.1 \ \ \ \ \ \ \ \ \ S �� , x 945.3 � S � - � I � � 950.4 � ` 151.6 53.6 \ \ \ x 956. \ x c1 S7. \ 95q \ 145.4 48.8 x \ � x 95� \ \ R E \ \ x 951.3 �„ \ \ \ \ \ ftft 9 .4 \ I \\ WE 55 �� x 951.8 �� x \ \\ \ \\ \ \ x945.6_ WETLAND 945.41 \ \ 51.3 54.3 x� \ ��5 48.6 ° \ h�' � � � 955.3 \ \. 9* -`'0 EDGE I \ \ \\ \ \ x x525 x ,� 4.5 � \\ FLOODPLAIN l r � 945.9- I \ / \ � � \ x ` \ �4�.��\ \ I x946.3 \ / x9488 ��� \ x9.: \\� \9 --'� /� 51.5 `� i 54.8 \\ 956.b'_, BOUNDARY x 951,8 95 AP P ROX / \ \\\ // \ \ x 944.7 / X 943, 6\ \�\ l / x 949.2 / / x \ \ \ 9019 / - - _ _ l 1 50 x x 953.1 \ _ ti x 944.4 \ \ \ ` 44.8 \ \ l x,947.9 / / h3 x 951.2 ' x \ o \\ \ , �- //I l \ 46.8 "x 9 3.6 / \ l // / / 1 x 953.1 53.9 \\ 955.2 I \ \ ) / .4 53 8 \ \ \ / o�� / \ \ x)944.0 x 943. / / 1946.0 \ / / / � � - - - - - / � x 953.4 `: 6 � - - �\�� \ \ \ \ � 0 � � 94$4 -� 954.0\ \\ \ `\ x 944.6 / ° 52.0 950 x 951.2 x 952.51 - - \ 1\1 \ x 955. / 1 x 951.4 / / / - - - - - -- E 5ii � Mm x 951.6 / ` \ 9 1.8 1.8 / � I 52. o / / 949.2 \ 11 / / / x 944. 945.0 x 94,.5 / / / / ' \ � g 3 g\ 0952.9 ((x 944.9 / / x 94,E 7 1 / / / - / / / / x 954.7 x 95 . \ \ \ 955.1 \ \ III / I BARBED WIRE 946 52 52 // 9 - 1 \ \\ � // // � x � x 4.s WET_. 52.1 QS \ / 55.4 3.7 S \ \ FENCE i //i // // / x 952.2 ' � �� r � � gA 53.2 9(53.B�x 52. / 52.8 / 53.2 , x5153.1 \ \ x 951.8 x 9 - - - . _ \ \ \\ x 955.7 955. \ \ III -_/ / ♦ 1 / �`'- _ - / �4� \ - - -49520 / // -( / \ \ \ \ \\ \ III x 53.0/ \ / / 3.2 Y52.9 �� 1.5 1 1 944.3 94518 9 52.2 48.9 T / 53.6 \ \ / / / / / Il \ \ \ \ 9515,` o \ \ \ 1` / 52.4 , / / / / / \ / / x 956.4/ 957 / 95J. l r \ \ \ \\ �J o \ x 944.2 94 .8 / / / 53.7 \ \ / / / \ / 56.9 - / / \ \ `�Q \ \ \\ • C EDGE OF ( �� 52.2 / / / , i / / / x 957.5 \ l � � 952.9 / / 950.8 WATER ��5 52.3 / / / x9536 / � 53.41 / / x 954.5\ x 3.0 / l x 954.9 / \ 955.4 \ \ R 94/ ' 5 / / / /x 952.1 / / / \ 53.9 �`� \ x 552 7 er \ (�` \ \ 0' 5 J/ / l /952.1/ / \ \ \ S' 955.7 \ \ 7 944.1 x 945.4 / /x 51.2 / \ / / x .2 h / / / 94 � \ \ \ \ 9 .1 \ \ 53.7 / / o� / ) / / \ \ \ \ \ / \ x 945.6 x 945.3 / l 5 /�7 / / x 948.4 \ \ \ \ Q \ 1./ 4.7 ( � / � � // / / / 53.8 \\ / / 46/3 x 958.5 \ / \ ETI.-56 I / / / x 954.3 x 953. l / / 955.0 53.6 / \ \\ / l l l \ \ \ 955.6 \ \ 52.5 / o� /, x 953.2 � x 95� l x 955. � � \ N, l ( l l /l x 948.4 x 948.1 \ \ N \ � 951.0 \ \ I ! / / 53.6 / , x 95\3.7 .� \ \ \ l I 95 f. 8 / 949.2 , \ \ \ \ \ \x FOL \ \ \ x 944.5 / / , r 53.6 \ ��� \ \ ,, / I ® / \ \ / / ' \ \�2\\ 955.5 \\ \ \ x 9:�/x x G \ 944. 8 l J 953. / 53.4 \ \ \ 1 X56 9` 957.3 \ � � / l � l / l 5 / 948.3 \ \\ \\ \ \ \ \ \ / 52.2 TW 52.5 I I / 53.6 / \ x 944.3 i .1 ew 5 . ew / i \ \ \ / R / I I 9$0. \ \\ �� \ 52.1 T 52.4 50.7 x 954.5 / 53.2 / / \\ \ - x 954. l l / ( l - - - x 944.4 94 / \ x 52 / / 51.3 947.9 I F.ly \\ \ \ \ \\ \ \ 955.9 / x 953.7 \ \ \ x 954.2 / / \ 95`L 51.4 3 / 95j,0 / / 4 .9 i e / x 956.3\ \ / / \ / / 953.3 i x 952\6 1 \ x 944.8 x ,g44.4 / 945. \I / \ \ / / / ) I \ \ \ 755.9 - � \ \ X (x \ 53. /e3.0 - \ \ x 49.8 ��3+ / 4 FT WROUGT o \ X42.8 / \ \ y ' -_ - - x 954.5 954. l l x 9.3 ( \ V AA \ � - ��� \� \`-- - - 49.8 / 5 IROf FENCE I 9 42.6 94J 6 x gl 45 1 � / \ , 2.5 \ \ � / ,L \ \ ^�/ \ / 53`8` i 2 3 4 �� I x 948.2 \ \ \ 9S .\ O \\ 945.6 \ / \ \ o ; WET_ 43 \ 947.6 I I \ C/ r 5 \ �- 1 - - - -_� 42.6' / sW \ \ 953 x953.2 - - - �✓ _ _ - h / 4 1142 ' \ \ S ( 52.1r \ \ \\ x952.'- x952.7 o� r•� I \ \ 1n\942.5 \\ 52. \ \ \ 1 / \x 951.2 / T - . 950. \ \ \ \ ` -� \ \ \ 4 ` - 52.5 \ i 1 1i x 950.6 - _ _ _ - / / 42 6- -:� - 947.8 I \ �? x 9� x \ \ �. \` �__- - - - - -� 1 ° ' �49 __ � - 49.8 / / WET_141 - \ � \ \ \ \ 1 e w 52.5 - 'y i 52.0 51.9 x 945. / x 948.2 I (}� c6 \ \ 956.2 1 951.1 50.7 X2.5 / - - EDGE i \ \ \ \ \ \ \ \ 52.5 52.7 1 a 51.4 _x g / 42. \ \ 9 \ \ \ \ x 945.5 945. 52.5 52.1 51.2 9 f _ / % \ ��1. , WA TE( I r� \ \ \ x 954.4 \ \ \ \ \ \ 52.4 50 942. 9 4.1 \ \ 52.3 52.4 \ \ I \ \ \ a ® 50.6 / / 0.�% ( 945.6 \\ 947.9 i x 948.1 11 \� \ x J51.8 \ \ \ \ \ \ 945.61 \ �cP 52.1 Tw �� 95 52.3 51.8 _ __ _ 50.6 / 9\42.7 \�9�43. \ SET 149 I K 9\46.6 \ \ \ \ WET_54 / 49.1 sw \ 52.1 2 - 50.3 / \ \ ' 44 �+ 94 3 \ \ \ I \� 510_ 0.2 / / WET 139 I ` \ / 48.9 I \ \ \ I \ 951 - \ �' - -- � � / �� ��� < 19475 \ 44.2 � (� 6 \ \ I I 945.2 / - - / / 49.1 w\ 52.0 S x 948 ,, WE�_47 / \ 948. C R \ / J 2. �946� \ �� 950 9 O \ / / / N \ x E E K 4.3 944. �` 44. \ 51.1" rw y �9 51.5 50.7 3 / / d \ X 48. 44.0 \ \ \ 51.0TW �8 50/ �' : .4 946. ��� -� 44. 4 FT WROUGT \ \ \ 945.3 5o.s s w �� 9 9 6\ 947.5 �J" - s.1 a w _--- 949 stj / \ / \�' \ 945. \ 9¢G 949 ,�'� / I \ / WET 133 x 9477 i IRON FENCE Q \g WET-53 \ \ 47.6 '� 44.5ve \ �____ -�� 4,Z 9_ / l \\ \ 10. , 1\� 744.6 �- \ F� X06\ - - - - - - - - - - - - -\ 47.5 44.5 -� x- 9�$ / YWET_48� - 947.41 ) \ 1 �rr�� ET 138 948.5 _ 4 _ _ / \ \ \ 94 ) 42.9 \ 946. - \ / x 947.8 I' I I // 1 �y WE f7_9132 9 32 �� 9 7.4 948.4 �� _ 947.5 �/ o, � 44. 44. / 946.8 _ ( 48.8 WET 137 / -I +-- \� W 1�\ / EDGE OF \\W�T_52 ME 46-6 ME - - ---------- - --� -! X7.0 l 944. Ylf 7 WET 13 5 843.0 TER x 945.4 \ \ WET-51 - - - - - 47.2 ' ��% WET-49 - - - - - - - - / / 44.0 I /9 6948.1 91x 94218 _ 4 /�\ G\ \ - -- _ 946. l \x946.9 % 1 I T1 _11 WE _12 \\ �I �\ \� � - - - - - - \ � � x 45 � 43.2 46. 46.6 ME 4 \ 946.8 / / / � ��'�' ��83 94� 946.9 \\ \ \ \ x 945.8 V 43.. WET-50 9 2 \ l \ � 44.6 /�4 8.9 3 \\ \ \ \ W 941 \ 9 5�'� \ / \ W y� ( \ \ \ 0 W �\ ` 6 42.6 W \ \ / WETLAND /w 4w / 1 \' 49.9 - x 945.7 g T4. \ W 42. � � -\ x 946.8 EDGX474 � .6 I 949.9 95h9 - 941 947.5 \ � 946.6 \ \ Ir �\ 94W,q�.4 °j ' 9�16� � � � 844?1` 7 2.6 \ .� 1 \ \ \ � r-- - / /\ \ - 943?J- W \ \ - - - - 7 I \ - - \ \ \ 9451 943. 941.7 942 946.5 /` x 947 / w 9 \ \ 45.1 46.4 OF ✓ \`� �\ 94� \\ \ ?� 45. 946.6 \ / \ x 947.1 945.1 + T1_J G� / x % W rn \\ SOU EDGE W 4'9 \ \ 9 3 J �� S WET1 _ 4. V 40.6 \ OF R K 9403 } -20 9 1.9 `� 2.3 \ / � 947 91 - 1} 945.8x 946.4 946.6 94 .3 NOTES: 945.2 40.4 / � .�.�.�' _ 1 4 . � x•,94�� WET1 _ W 4�• \ w s� .947.0 I \ \ \ 45. -' X46.2 LEGEND 945.4 S x 945.1 ECG \ 942.0 946.5 14 . N .8 9 1�I S E DF � \ 6. 943 5 ,�� � � 946. 944.42.9 9 .4 94 W / \ W / 1. REFER TO SHEET Cl, TITLE SHEET, FOR GENERAL NOTES. x 945.1 REE$ WET1 _ � � W 945.2 _ yy /' 945. 946.4 946.1 � � i� W 1 REFERENCE KEY TO DETAILS x 945.46 R P x 945.2 \ \`, WET1 -1 46. I 943.2 x 946.5x 946. / 942' �`- 43.1 qtr 1 C8 1 DETAIL I.D. NUMBER (TOP) x 945.4 \ x 945. W i 47. SHEET NUMBER BOTTOM 945.1 945.2 V1d5.818 WET 2 94 W3 94 x 946 6 / I 1 V43.1 �, (BOTTOM) 945.6 L5 1 x 945.3 945.9 945.5 945.6 9454 WET1 _9 1945.8 945.2 145.5 , 945.9 x 9 \ 1 x 946.3 / U 94 ✓ /94 950.5 EXISTING SPOT ELEVATION x 945.6 5 x 946.4 ��33 �5.2 \ x 9 6.2 yy \ � / x 944. 94713 � \ � i' \�- 4. 94. 9 4. \ IO 946.1 / 946.7 1 942.9 W 444w 94Y1 `7 /jam F - -�(�- EXISTING CONTOUR 945.3 945.7 946. 41.9// / T25 ! �' 945.91 = - -- 947 50.3 -� PROPOSED SPOT ELEVATION 945.5 WET1 _2 1N/ 946. 949.. WET26 g`� � +M.wl =m I-= fm-i x 945.6 945.6 4,,,)x WE 7 46.8 x 946.0 948 4 950 PROPOSED CONTOUR T2 946.2 945.6 ORA •9 946 .5, \ 94 .9 48 9 19sB -3 SOIL BORING 945.3 945.4 945.7 x 946.1 gA . 94g` / / 10 - _985.7 x 946.4x 94 Q 2 - -� x 47.8 5 x 949.2 0 PROPOSED CATCH BASIN (CB) _ -97 146.9--- �_'��� 9�8' __ 0947.1 / / C8.1 _x945.2 ----- -9A.&. -' - - -- --� 9481 i� 946 ( ) 4 / / 0 PROPOSED MANHOLE MH 11 -_- ----- - - - - -� 9476, --� $ �i 947.0 p6p x948.1 / C8.1 - - - - -- - 948.6 .9 9.9 / - - - - - -- 948.7 v \ - -- =_ Y949.9 �� -� - -- 1x948 -3- PRELIMINARY DRAFT AGENCY REVIEW 0 Z ZJ as Lu Z0 oa az �a U M 0- �[ M d O i O N E a w O E p O U t am E4 ° M :E V) 0 Zm rn oaw O o L s0t4D TO m m ; m 'v� E00Q) c) 3 d ( 000m 0 Z ZJ as Lu Z0 oa az �a U O O E p U t am E4 ° po :E V) � � oaw O o L s0t4D C- 0. 0 E00Q) c) 3 d 0-0 ul 00 in co V 0 C V il p N fo 2 � .0 •- t 00 N t O m c Z L p y L m m Q LL, Z D = i N W) Z _0.w -30 Z O a � � O I.L w�a c) woo 0 00 in co ZULU O`)z_ 2 U� 7 N J�'~ M M C7 Q LL, Z D = i N W) Z Daz �c co aa� t o a%w LLYU O o J0V 0 o w w Ma W LIJ O Ll �c awa h Z O r� V I.L c) woo 0 00 in co ZULU O`)z_ 2 (q 7 N J�'~ M M U Q LL, Z D = i N W) Z Daz co aa� t Joa LLIW� a%w LLYU O o J0V o w w Ma W LIJ a W O N ■ 0 m m t N \ \ \ \\ \ 477 \ \ <8.4 \ -948.0 ` V C A547.9 _ o GUAR\ \ RAIL. \ , ` \ \ \ 4 .5 \ \ \ \ \ JGG \ 948.5 \ . pp 9488 \ WEV1_72 , 942. D \ 9_ \ \� \ 48.3 ME 42.8 WET1 \\ 4 4 I \ \ \ 3 48.55 MN- 9�r� ` R E \ ! \ \ \\ 9485 \ SHORELAND , \ \ I wET�1 7oi 5 8a\ \4`8.7M 490 OVERLAY \\ \\ x1942.9 4. / \ \ 949.3 " 40. x \ 4� 94 )kQ DISTRICT , 941.2 4 S 1 I I 44.1 /4 48.3 \ 48.9M (APPR o ` 5 1 194 1 / \ \\ / / `9�<p \' \ \ yF-oy , -140 A / - \ ✓ x \ \ \ O \ 49.7 \ I 943.9 / m C�` 944.. 47.9 ' W \ \ \ I 9441 \ I / v x9 48.4 \\ \ / 47.4 944' \ \ 949.6 \ O 47.8 \ \ x 943.6 / \x \943.8 0 ` \\ \ 950.5 \ 941.8 �4 0 FT ARBED\ \ \�`\ 94 WIRE F CE 4 .F \\\ \ - -- � FLOODPLAIN l 46.9 x 944.9 x 945.4 \ � 1 \\ \\ \\ \\ BOUNDARY 94' APPROX I \ \ \ \ 7.5 \ \ � \ � 51. x\ 43.5\ 5'4 1 944.2 rn x 944.7 \ \ \ \ \ \ sue\ \\ \ 941.7 , \ \ x 945.0 \ 1 1 \ \\ � I � F \ \ 951.2 ``���j \ \, 46.3 1 x946.1 x \ Cb� 943.8 3�X \ 1 \ \ \ \ 2. x 945.0 x nos \ \ \ \\ \\ \\ \ 955 94 . 1 \ tro \ \ \ ` o 943.9 43.81 I 941.4 \\ , \\ \ I x 9 \s L. 11 \ , \ 945.1 \\ 3 T B RBED 940 x945.5 x I WIR FENCE \ 1 1 I \ \ \ \ \ 94, \ '(&954. 3 I 1 I \ \ OGE O 953.7 I \ 1 941.4 \ TER \ l F.. 51.7 \x45. / 944.3 9 I I \ \ 6.2� 952 52.0 / q� 95 ,9`54.0 \\ \ I I i 45.2 -- \�,P / / "1 7 / / \ \ I x 944.5 _�, , � \ \\ \ 941. \x 5142.5\ . \ 1 - 51.3 �� \ 954.6 \ \ I \ \ Q�, �. 943. \ \ 941.8 , \ 51.9 52.6 2 \ \ \ I x 945.6 / �; 45.1 946.6 / 950.0 r 5 0 x 54.8 I ,A�C p x 944.4 \III \r Y 1`\L� D / 6/j / x \ \ \ X52.7 � �\ (J 944.9 11 I 941. E 52.2 I x \� \\ \ Is, oy \I x 5(45.9 l o I _ \` \ \ 955.3 \ / -945.2 \ °' I, \\ 95-7 _�� J \\ 941.8 I l X955.6 x 94 o 945. \ \\ 941. 9x2.41 \\ b48. / x 9 9.6 / .7 95 .1 \ \ \ \ I � / � � 54.6 � \ 1 X �5.9 WET1 _67 /� 1 I \ 956.2 x 945.5 \ \ , \ x 9 6 0 H\ 2 945.0 �/ \ � / ,1 R ( \ 54.1 54.8 \ \ \ 955.5 \\ 943. \ 941.9 \ \ \ I I / / \ 1 1 •2 c� \ \ \ \ 9�3 o x o \ 9 3\ W T 9 A 54.3 \ x 3 1 1 \\ 941. \A \ x 944.8 X 94,- 50.1 9 / / \ ) I ' / 54.9\ \ \ l l I l � x 944.3 \ \ \ \ \ 94b. / tea' 9 % l 4 951. l Ix 9 .4 I / x 9 .4 \ 54.7 55.2 �\ \ \ \ 956.8 \ \ WET1 / / �� / / * / / \ 55.8 \ x 945.7 x \ \ 'p \ \ \ 4.6 \ \ .9 0 .�.� 956.2 � si�s . / / � // / \\ 5� L0 53.6 \ 55.9 \ \ \\ \ 51 4 .. / � oy 54.6 I \ \\ \ \ \\ x 959 x 944.6 \ 1 JI l // \ Y \ \ I \ \ \\ \ \ I / 951.4/ \ / \ 956.1 \ I \ \ \ I \ \\ 941. \ \ \5\4.0 \\ \\ \ x 949.6 j I WET1/-62 9555 1 x \ \ \ 941.8 \ \ \ ` \ x 946. �3 \ \ °° l \ W \ - 5. \ \ 957.1 \ 956.6 957.1 \yo \ 945.6 - 1 \ \ \ \ x 945.1 9��,.3� \� - - x 9 , I 1 \ 1� a� /- \ \ \ \ 1 I I t"' \ \ \ x 9 , . �S✓ \\ x \ \ \ 101957.0 \ \ \ \ 941. 943.6 I I I I `� 5 l 951.4 \ / l / X156 \ \ 96 \ \ RPU \ I 1 % ' \ \ \� xg 941.8 \ I 1 POND \\ \\ 9OL \\ \ \ \ \ ` I I x 941.4 I � � x 95u: \ x 95 3 \ \ \\ \ \ \ \ \\ X57.6 \ \ X94 6 \ \ \ l x9454 I o / \�� \ / \x9 .1 \ / �s 56.4 \� \ \ '47.8 \ \ x 945.7 \ \ \ / l I / \ \ / _ \ \ � Lr x 955.5 \ \ \ \ 956.4 \ \ 957.0 \ \ \ x \\ \ \ \ \ 941. x 9 0.5 I l br \ \ 955.8 \ � \ 9 .2 x 947 \ \ ) / I \ �►� l \ 95 11\950.9 \ \ �. ` \ i 56.5 �s35� \ \ \ x 945.9 x 941.9 x 947.2\ \ \ l x 950.6 \ \ I'll l` \ \ \ \ .. x , .56.E �y7 x 9 / \ \ \ \x 95 .11 \ 943. I I I / \ x9490 °� /Z/ \\ % \ ` \\ , 9s� 56.0 \ x 151.0 \ I 941. I I x 94,5.5 1 / \ h� ?. \ / \ o \ \ \ X 945.8 I I I �4 3 x 945.8 \ N W L = 944. 1 Z` / \ \ I 953 \ ! ' - - _ 56.0 56.6 \ I \ 956.3 957. s- 949. 0 1 I x \ \ 44.9 I 941.8 I I I \ \ \\ x 947.4 - J I l - 950 \� ! x 953.9 �S6' 56.5 655 x g \ \ / i 946.3 \ x 949.4 '� I \ 949 x 954.6 55.2 \ \ \ \ \\ 8.8 \� "S7 x _ 4;/ 54.9 gss 56.3 56.2 \ \ / 11 \ x 947. l � � \ \ \ \ 94 7 l / / x 9)944.1 9 1 941.9 \\x 44.9 I \ \ - _i _ 948 6t, x 949.8 \ 9 .1 \ \ e 54.8 � 4.6 \ / , \ 941. I 1 501 \ // I x 94 \ \ \\ I \ \ \ l \ 56.0 \ \ S I x 947.2 /x 94A8 / \\ \ \\ \ \ 946. \ / \ \ \ WET1 _65 a \ / / 45.9 \ \ / x m51.9 0.7 i '*095J*.. \ \ x 9 \ O 945.0 \V - xe 93.2 i \\ \ \ / g \ \ \ D I \x945.4 \\ \ \\ \��_�\ , 946.5 \ \ G \ h� *9 _ S��` 533 \\ \\ T(/ \ \ \ 941.8 50.5 \` 9 6 53.5 \ \ � \ \ \ $ x 944.2 \ \\ \ \\ 945.3 ♦ \ \ \ \\ I 47.17 \ ` 641. \\ I I 1 I I \\ \ \ \\ ♦ /I \\ \\ \ / \ * ;h \\ �\ - �\ x s8 / \ \ I I I I I \\ X945.1 \ 946.3 \ y� 53.2 \ \\ ` a \ Lr I III \ 943\\9,1 \� 941.5 \\ \\ WET1 _64 \ \ \\ x 947.1 \ \ l 47.1 I I \ I \\ x 944.3 x 944.9 \ \\ \ \ \ x 945.3 - ` 53.6 X 957: St \\\ \ x 956. \ I / � 950.4 \ \\ x 51.6 \� \ \ \\ 9.'S�. \ F 5 / \ �. \ \ \\ \ \� \ X 945.4 \ R � E \ \\ 48.8 I ,, � \ \ x 951.3 x 944.4 \ x 945.1 1 I Ix 94cA I I I I \ \\ X 9 3 \ \\ 941.9 \ \ 51.3 I I I\ \ \ \ "44.6 x945.6_ WETLAND 945.41 \ 4a.s o 1 \ x 944 1 44.4 \ \\ \ \ .� 945.9 \ \ 1 \ x 946.0 9�1 0 /^ I \ \ \ \ \ / � -� __ EDGE \ I \ I \\ \\ \\ \\ \ \\ 941. \ \ \x 43. Q44. /'� \ I x 946.3 \ 11 515�d �\\ 1 \ \ \ \ \\ -� \���\ / \ x � 9 \ \ 945.4 \ 941.8 \ x 944.7 / z get,; 6\ \�\ / / \ l / x 949.2 X �l5\1.6 \\ \\ x �4Z\ X 46.1 x �4.9 x 945.5 \ \\ \ \\ I\ x 9449` \ \ \ \ \ ` 94R.9 44.8 / \ \ l 9 - - -x,947 . / o 46.6 l II / \ x9¢3.6 \ x 943.3 / x' 946.0 \ I \ \ /4 \ 941.8 , \\ x)944.0 / I x19 1. \ \ \ x 946` 4 97. \ \ \ l / I / i 951.7 I I 1 1 \ 948.1 / x 9463 x 944.6 / / I ° ° 52.0 950 1 x x 951.2 1.8 1.8 / 10 I l 52.0 / / 949.2 / 951.4 / x 944. 945.0 x 94.x.5 / I I i I x 946.5 x 94,E 7 I 1 941. I Ix 944.9 / IX 5¢ I I / I 9 5. I BARBED (WIRE #9466 �. 52 x I 916 n I 942.0 11 / I WET_ 52.1 \ 7y948.� l I� X11 // � FENCE i , / // // x 952.2 � � � �� �■ � 52. 52.8 / 53.2 X \ x 951.8 / �53.4�i \' \� - - -� LEGEND 1 REFERENCE KEY TO DETAILS C8.1 DETAIL I.D. NUMBER (TOP) r SHEET NUMBER (BOTTOM) 950.E EXISTING SPOT ELEVATION - -- 5 -- EXISTING CONTOUR 50.3 PROPOSED SPOT ELEVATION 950 PROPOSED CONTOUR SSB -3 SOIL BORING o M 10 ® PROPOSED CATCH BASIN (CB) C8.1 0 PROPOSED MANHOLE (MH) 11 O C8.1 NOTES: 1. REFER TO SHEET C1, TITLE SHEET, FOR GENERAL NOTES. PRELIMINARY DRAFT AGENCY REVIEW v a) M °E a) U � aLEmv a> c -Lm � as L o Z o -r- 0-0 E c a, N aoc -° ) t 0-a ;.2 J a) t t < 4 p L_ 0 L L s0-0) aciv� rn o F_ r d N N U lO Z N E ZQ�LV Q p� W o M M 0 O Z m to LU �_ c U >, c m .O _ J Q 3 to � oF_ cl CL 0 U w v a) M °E a) U � aLEmv a> c -Lm � as L o Z o -r- 0-0 E c a, N aoc -° ) t 0-a ;.2 J a) t t < 4 p L_ 0 L L s0-0) aciv� rn o F_ v � h h4 cl lO Z J .-. ZQ�LV Q � Z 0w z Z0QW 0 Q Z LU �_ C7 _ W n J Q 0 w � oF_ LL v a) M °E a) U � aLEmv a> c -Lm � as L o Z o -r- 0-0 E c a, N aoc -° ) t 0-a ;.2 J a) t t < 4 p L_ 0 L L s0-0) aciv� rn o Z O F_ V � 0 Z U w 0cnz V W 0 Q z Lu p LL Y LL � JOO MQ � W w Q m M 00 00 D (n M O a, M O � m L0 xvjz ct W Q 'a 16 Lo Q C Y U p O O LL Y U O w O N ■ o v � h h4 v U� C7 ti � c N C~ O Uw Ln Q" N w Z O F_ V � 0 Z U w 0cnz V W 0 Q z Lu p LL Y LL � JOO MQ � W w Q m M 00 00 D (n M O a, M O � m L0 xvjz ct W Q 'a 16 Lo Q C Y U p O O LL Y U O w O N ■ o i0 \ \ �� \ /- - - -•- � \955. ` �\ \ 1 � \ '� LEGEND 950.6 \ \ 95 l` �\g50.9 95 1 x \ \ + \�__t 9548 � \ i I <94 4\8.8 x947.4 ' - -1`8 4 evc alo o \ \ DT IN\\, = 48.00 / �i \ T19 63 9~RIPRAP \\ C = � � 47.1 `\ RIM = 947.3\ \� 94� INV. = 945.0 48" ID \ l 47.1 ROES \ \ 48.8 1 \ 94 .4 WETLAND 945.41 WE \ 58 1 \ 48.6 _ EDGE \ I \ / j ' \ I -.946.3 \ / 1 \ / 9 is 9 44.8 1 \ I1 46.8 x x9)J. // J..6 943. j / 1946.0 \ x 944 945.0 x 94,. 5 l BARBED IWIRE #946.6 52 WET_5 FENCE I / I I 52. x 945 8 / % 52.2 94.8 / 52.4 52.2 52.3 L/ R 94615'1 < 478 � / 52.5 1 x 945.4 I I l I Ito / I \ J 46.13 \ , ET�_56 2.5 / x 944.5 x944. / I � I I ,I .1 BW / I 5 12.2 TW Bw 52.51 J 1 52. I 94� 1 52.1 945• \ I' / I 94 v \ 15.1 2.5 945 6 � \ / T49.1BW 52:1 T 52. 'AO REFERENCE KEY TO DETAILS 956.3 957. y C8 1 DETAIL I.D. NUMBER (TOP) _ ` \ o�,\ SHEET NUMBER (BOTTOM) Sst \ / x 953.9 - - \ x 954.3 955 \ x g & \ x EXISTING SPOT ELEVATION \� \ 952 / ` '" \ X60 \ \ 951 54. /� S x 953. \� \ \ \ - -- 950 -- EXISTING CONTOUR \ \ 50.3 -� PROPOSED SPOT ELEVATION \ 9 .1 50. \ \ i $2� \ 560 \\,y \ SHORELAND \ xps�51.9 OJ 9529 _ -` \�� \`r `\ x 9 \\ \ OVERLAY 950 PROPOSED CONTOUR -953. 53.2 - \ \ \ \ C\ X 95 . AI x o `�\ \\ 7 .9 \\ DISTRICT �gg -3 SOIL BORING 1 T \ 50.5 6'*' ` 53.5 \� \\ �� \ \ (APPROX) < < PROPOSED DRAINTILE (6 ") co RAID► - � \ �` 0 � b \\ h\ A 3'f Y \ x 9M. 8 \ \ PROPOSED STORM SEWER 9 \ DT INV. 49. 53.2 \\ \\ \\ �jS \\ 950.4 � 151.0 \ 53.6 952.6 a \\ \ \ \ x 956. �� \ x \ \ \ \ \ 95q. \ x 951.3 ' \ \ \ �� x 9518 51.3 � �9 \ 54.3 x \ x 95 955.3 \ \ 2 5 x .5 9 .7 4 \�\ \\ FLOODPLAIN \ � \ \ \ 956.0 BOUNDARY 51.5 \ V x 951,8 DT INV. = 53.50 _ 54.8 \ \\\ x 95 / x 949.2 ` v / / (HIGH POINT) x \ \ A� ROX) _ x 953.1 \ oy X,947.9 x 951.2 9 73 / / 1 � / / x 953.1 Z�F 53.9 \\ 955.2 \ 4 053.8 \ \\ \\ \ x 953.4 9 .6 - \ID \\\ \\ NOTES. �QS � l � \ �- - -t 954.0\ \ \ q�" � \ 1. REFER TO SHEET C0.1, TITLE SHEET, AND SHEETS C4.1 AND C4.2 � 52.0 x 9_ _ "' , < 951.2 x 952.5/ 0 9S� \\ \ \ 5i xx 955. GRADING AND DRAINAGE PLANS, FOR GENERAL NOTES. x951.4 /`� - - - -- r p i 52.0 // 949.2 // vca5ls/ / // �9 39\ Q952.9 2. ALL STORM SEWER PIPE SHALL BE PVC A -2000, WITH FLEXIBLE \ \ 955.1 \ \ WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C -361, UNLESS / x 954.7 x 95 . 1 \ \ \\ OTHERWISE NOTED. 52.1 / i � � � 3.7 x 4� 9s \ \ � \ \ /� 1� 955.4 53.2 9)53.6?x \g 2 \ \ 3. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND DT INV. = 51 5 // Dr INV. = 51.s� \ x / 954 1 \� \ \ INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, / 53.2 �-, 951.8 I I -- . - - - -- \ \ 955. \ SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING 52.8 x 9,53.1 \ x 9 1 \ \ x 955.7 -- - 53.4. \ \ - -- - -- 952.0 // / // . / \ \ \ \ CONSTRUCTION. 53.0 3.2 52.9 /� 52.7 J 53.6 \ / / - - - x 'J I 1 \ \ \ \ \ 4. REFER TO SWPPP NARRATIVE (SECTION 31 25 00) FOR 57.1 II \`�` 95,E -Y p / \ \ / x 956.4 \ �'J 9531 �\ \ \ CONSTRUCTION SEQUENCING AND EROSION CONTROL 53.7 / / ' 957 \ / \\ \\ REQUIREMENTS. J \ / \ \ 46.9 � \ •0 x 957.5 / 952.9 / 950.8 / \J DT INV. = 52.65 5. ALL 6" DRAINTILE (IN FIELD) SHALL HAVE 0.5% SLOPE (MINIMUM). 5314 / / ' \J x 95 X 3.0 954.9 / l x 52.1 / 4 \ 53.9 \ x 52.7 , 'A I / x / \ / 9 952.11 RS / / x 2 ) / / 94 \ \ 9 .1 x 51.2 / J 53.7 / / // / ' \ \ \ J / -1 \ 53.8 / / 5 x 957.4 I / I / / / x 948.4 \ \ \ \ \ \ x 958. % / x I / % x �4 \\ \ J , / -► / x 95= Si 953. a. J 5..3.2 � J x 95� l/ x 955. ) \\ \\ \ / / / I / / / x 948.4 x 948.1 \\ \\ \ \� \, 1 3.6 x 9 7 \ 1 / \ � \ J .95;1. 8 / 49.2 \ \ .J 53. \ W \ \ / l 956. I I l \ \ \ % 953.1 \ O \ 53.4 \ \ 1 / I / x 5tA9` x 9573 h / I 1 / l 5 / 948.3 \ Al 53.6 ��F x 95 -\ x 2 / 53.2 / / \ \\ ` / x 954.E l l 1 c R l - I J 1 \ J / / / \ �\_ -\\ 51.3 / ' \x95.19 / / / `1.1 947.9 1 5 \ s. 7 \J \ \ x 954.2 Z 51.4 x 95s. ) / / I I E � x :s.53.3 / L 4 - x 952.61-1 \ - 55.3 J 53.0 ><1 ` �. 49.8 \ ,� j j l l /' 1 4 FTI WROUGT 1 c., 4 - x 954.5 / l x 9.3 I I J \\ / 954.x/ / / 9�\ I IR04 FENCE 1 9 49.8 _ / W _1�4 I 948. �'Py 1� - --� ��\ ` - -__ - o- // WE 43 mil\ 142 1 x C \1 3 95 �. J h cb • 4 �_ _ x 9 .7 - J- _ i`�i J 1 �� x 45 �_ �N _ 1 JOB \ F ��`� F 1-1 "1 1 D,T &I�1)G.- 5��50.6 � 951.2 - .8 // - ,�t�'- 947.8 J 1 ■■ \ \ - - � JJ' 11 x 4 - - - �qg 9478 1 �J.1 ew -� / 52.0 ' 9 \ I r ' \ \ ��ENCH 2i 1 DT INV. = 50.14 51.9 J� x 951.1 50.7 52.5 / 42. �- - - 945. \ a 51.4 DT INV. = 49.55 - 95� _x 951 _ / / x 945.5 945. \ \ \ 51.2 50 !/ I \ \ x \ 52.3 77 -I J DT INV. =,M.01 0 / 146 \ `N 1 \ ` 52.4 c, DT INV. = 49.88 0.6 0 �/ ( 945.6 \ 947.9 �j � x -445.9 o / x 1 x x 947. l 945.6 I \ 1 Tw \ 952x 51.8 _ _ 50.6J / ,9142.7 \� i � � x 945.2 \ \\ � WET-54 ;` 4s.1 8w 52.1\ T=� �� �12 4 149. / \ I vh \ R / 9 6„ D LNTILE DT INV. = 48.0 - - -- �I 51.0 50.3 / 9.2 / / 1 I 1 \ > / / / x _ _ 2 � � � 5� _ 9,42.41 \ � / / 9 9.6 _ / 947.5 I I �48. / / 9S 50.3 949.0 45.2946 / a� -ewe 5 946..s rw \ �� 90 9¢90 \ \ , \4\ / N \ \\ 1 I x�5.9 i WE�1 _67 \ 51.0 TW 3_ / - 9q 51.5 50.7 v / x 9 / 49.1 BW 50.5 B 9Q8 950 / / 1 946.6\ \ \ I \ I / 945. \ x 947.1 x 94 .7 9�6� 9 -- /." DT INV. =48.00 / 1 \ \ \ x 9 x 945.5 0 \W�,= 945.0 \ \y\ \ WE 53 6 3 \ \ \ 47.6 44.95 \ \ -� /'°u _ / 1 \\ \ 41.9 \ \ \ \ *" 9 ' x 8 _ 93.0 42.9 \ - - \ \ 47.5 44.5 -+ _ 94$ / WET-4 - \/ 947.4 iI o� I \i< 946j, 1 941. \� \ x 944.8x \ \\ x •8 �\ 94 946 - - _ x 9478 I I I / \\ \ ��0._ 41. P @ 0.5% EDGE OF VT_52 6.5 ME - - - - - _ � 947.5 -� � 46.6M� - - -- - -- X947.0 1 13843.0 TER -945.4 \ 94 . - 47.2 - - - - �� x 4.6 'x+ �/ WET-49 - - x 950.4 \`-- - - - - -- WET-51 /-- 946. 7.2 X46.5 l \x946.9 - - -- -946.8 - -' 44.01 9 aG9• �\ �� \ \ \\ \\ h // y \\ \ \ x 945.8 V / x 45 43.2 46.6 ME WET-50 9 2 \ l \ \ 44.6 \ \ \ I �1 9� �9 / \ \ \ W 43 941 9 5 8' -, / \ l \ � +� VET_ \ \ \ \\ x 944.6 \ I �\ / \ ` 0 W � ` y =946 42s 9 ` / WETLAND / 943.7 / 1 \ - \ \ \ \\ \ \ 1 1 94 - \ x 2.6 1 \ Q 42. I / '\ - _ // 4 W 6 \ \ 941. \ ),N­4.0 \\ \\ x 949.6 I , �.4 916 945.7 g W x 946.8 1 \ 945) 943• 941.7 946.5 / 9 \ - 7 1 1 \\ W `� 844-41944.7 \ \ � / E D E 4 � 943zJ \ \ 941.8 el, �} \ 942. /` x 947 W 94, 9 \ \ 949. 4 9 \\ \ �\ 946�i4 \�\ \ \ 45. W // 946.6 \� / \ x 947.1 \ / �.0 �P� SOU EDGE W 4 7 \ \ 9 3.6 48.6 940.6 \ OF rR K 94C -20 g 1.9 `�2.3 �� ' \ / 947 94 �4 .8 ET_1'�� \ I W aY 1� 945.8x 946.4 946.6 94 .3 / / 9/49.6 �3` \\ \\ 941.8 \ / l x 941'. 4 POND \ x 950. � \ �' 94 \ \ I % / W Vgp33 *9470 \ \ 4 . - X46.2 ,i 948.2 / / 49. x 94 6 \ \ \ l l \\ 942.0 946.5 4 . �1 .8 9 * /i x 945/4 x 8 6. 943 5 ,� 946. 944. 42.9 \ \ \ 9 94 W W �- / W 4 9 6y /� \\ 941. \1x 9 35 I 1 1 \ � yy 945.2 yy / 945. 946.4 946.1 � � WET1 _1 943.2 x 946.5 946. 942. 43.1 �I� 1 �/ 949.2 , \ \ 818 4( 9 6 I \ x 945• 1.3 x 946.8 / / W i 47. 943.1 9, �ij / / / x 945.9 943. x 1 941.9 i i 1 x 947.2 \ \ \ \ � 950.6 T -2 94 .\ W 94 x 946.6 x 946.3 1 I 1 W 4 T �12 S ��(I 1 5.2 x 945.6 9 5 I / U 94 1 ��x 9.8 I "3 I I I I / / \ i x`949.0 x 9 6.2 W\ \ x 946.4 / x / 94 �R I I x 94,1.5 \ \ X44. l 944. 947151 , / �i OF I I 941. i -- \ I 946.7 4446E-7 94 1 `7 GE / / x 945.8 �4 `3 x 945.8 l �� S 4. 9 4 O 946.1 / 942.9 W W E� 950.2 / III 1 r- N W L = 944.0 948. �s 945.7 / / 945.91 _ -- 947.W) / / 44.9 I 945.3 41.9/ No ; x 941.8 1 1 \ x 947.4 WET 2 W/ / \�T25 946. 1 , 949.3 / 51.7 \ x 949.4 '� I 1 \ \ \zg 945.E WET2�` x 945.6 945.6 4 >x 946.0 948.4 x 949.5 x 95,0.6 / / I I 11 \ 94� 7 - / WE127 46.8 / / / 1 I 941.9 11 1 x \ \ ■ 9 946.2 94 .9 50.1 / R x 94 9 1 \ x 947.4 945.6 945.4 Gh'A (/ 946.5 , 2%P 94� \ 48.9 / / /� �� �� 44.9 1 1 \ - -� 9 - jkl 945.3 945 7 x 946.1 i �g 2 1-1 / / / , , , \ 941. 17 20 C8.1 C8.1 Wr_ I _ x 945.1 EDGE OF r x 945.1 REES WET1 _ x 945.2 Ode. o x 945.4 1 1 Z Q J W �- H � c J H it Y M ry ` N U N N E (n 'a p o� w W C M L 0 -r- CL M .FmvaV) EcV,3 0 0 t>,ocoo � Z m Q) p m c U >�0 c m .- Z d (� L auciv� s m rn Dcl tY 1i Uw Z Q J W �- H � c J H Z O F_ V �J 0 Z U w 0cnz V W 0 Q z W p Um LL U J0u MQ � W W MQ W _ PRELIMINARY DRAFT _995.7 x 946.4 x 94 . 't x47.8 5 x 949.2 -9�7 X6.9- - � 9�a' � X947.1 / / / / x945.2----= 9�- r��-- - - - - -J 948.1 /� � 9464 - - - - -` 947 6 --�� 1-1 947.02 PE�p /x 948.1 / � 1 0 // / 95A AGENCY REVIEW - - - - _ - - - - - 948.7 948.6 948 3 - - �� \\ 1\ x 9.9 / x 952.3/ / N M 00 00 0 cn cn M -I � � O m M Lo O m Lo 3: Z � t � Lu 16 Ln 0 Q C Y U 0 0 O LL Y U O w ,TOM O N 0 O ul M M °o� E m N U � E 0 0 0 (n 'a p 0 w 2 _c c - 0 m W L. oar +0) 00 L 0 -r- CL 0 .FmvaV) EcV,3 � W t>,ocoo � Q'n M 0-0 a 0 � N p m ,, v •- t m i> Z d (� L auciv� s m rn 0 tY Z O F_ V �J 0 Z U w 0cnz V W 0 Q z W p Um LL U J0u MQ � W W MQ W _ PRELIMINARY DRAFT _995.7 x 946.4 x 94 . 't x47.8 5 x 949.2 -9�7 X6.9- - � 9�a' � X947.1 / / / / x945.2----= 9�- r��-- - - - - -J 948.1 /� � 9464 - - - - -` 947 6 --�� 1-1 947.02 PE�p /x 948.1 / � 1 0 // / 95A AGENCY REVIEW - - - - _ - - - - - 948.7 948.6 948 3 - - �� \\ 1\ x 9.9 / x 952.3/ / N M 00 00 0 cn cn M -I � � O m M Lo O m Lo 3: Z � t � Lu 16 Ln 0 Q C Y U 0 0 O LL Y U O w ,TOM O N 0 O ul v � N • � W U� ti o Q.) h Wq �o Uw Z O F_ V �J 0 Z U w 0cnz V W 0 Q z W p Um LL U J0u MQ � W W MQ W _ PRELIMINARY DRAFT _995.7 x 946.4 x 94 . 't x47.8 5 x 949.2 -9�7 X6.9- - � 9�a' � X947.1 / / / / x945.2----= 9�- r��-- - - - - -J 948.1 /� � 9464 - - - - -` 947 6 --�� 1-1 947.02 PE�p /x 948.1 / � 1 0 // / 95A AGENCY REVIEW - - - - _ - - - - - 948.7 948.6 948 3 - - �� \\ 1\ x 9.9 / x 952.3/ / N M 00 00 0 cn cn M -I � � O m M Lo O m Lo 3: Z � t � Lu 16 Ln 0 Q C Y U 0 0 O LL Y U O w ,TOM O N 0 O ul EROSION AND SEDIMENT CONTROL NOTES: \ 1 I 943 � �'� 47.9 \ \ \ g4 , 994.17 , g 48.4 \ \ \� \ Ss 1. REFER TO SHEET C4.4, GRADING AND DRAINAGE PLAN SOUTHWEST, FOR GENERAL NOTES. � Y 47.4 ry N 9426 / \x 84.38 .8 ° \ \ \\ O O 47 \ % / S 5Q5 1 N O U \ /✓ \ \ \ \ 2. AT EVERY CATCH BASIN OPENING, PROVIDE THE APPROPRIATE SEDIMENT CONTROL DEVICE (SCD) PRODUCT FROM THE 941.8 �(0 3 FT ARBED\ '9 \ 1 FOLLOWING LIST AT STORM SEWER INLETS: `N w x \ 4 WIRE cE \ O \ FLOODPLAIN a 944.1�43\ x9449 x9454 \ J A. ACCEPTABLE PRODUCTS: ° 46.9 941- " , \ Q 5 ` 1. WIMCO TOP SLAB MODEL RD 23 FOR USE PRE -CURB AND CURB AND GUTTER MODEL CG 23 FOR USE \ \ sz I \ 5 \ \�g�6' S't� (APPROX) FOLLOWING CURB INSTALLATION FOR CATCH BASINS WITH NEENAH R -3067 CASTINGS. o ° 444 I x7\ 944'2 "9447 x \ \\ \ \ \ 4BOUNDARY 2. WIMCO TOP SLABT" MODEL RD 27 FOR USE WITH NEENAH R -2501 OR SIMILAR CASTINGS. z m to 944x78 I \ \941.7 \ x 945 \ 6 \\ 51.2 -A 3. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED LOCALLY BY ROYAL ENVIRONMENTAL SYSTEMS, �, p x 9443 I \ I \ \ / `�. 4x.3 46.1 \ ` , U C m .- r I \ \ \ INC. SCB S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED (NEENAH R -3067 0) v� \ \ x s43e a� 3 525 \ CASTINGS OR NEENAH R -2501 OR SIMILAR CASTINGS). SCB'S SHALL BE EQUIPPED WITH FRAME AND ° p v - m 944 I 94� II1 941.4 \ \1 \ \ / 946 x9 .e \ ` \ �, PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, CL in 0 v w \x9429 9457 3 I WITH A GEOTEXTILE SOCK. x944.X.145. `/ gx9455 x9454 MR E CE x.4 2 NOTE: EROSION CONTROL MEASURES RELATED 4. ROCK LOG DISTRIBUTED LOCALLY BY BROCK WHITE COMPANY, ST. PAUL, MN (651) 647 -0950. ROCK LOGS 0\ 7 SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS \I 941.4 1MI,FR -� x 45� O �(C \ 517 9 52.0 \ � °54.o TO THE FUTURE PARKING LOTS ARE PART OF INSTALLED. ROCK LOGS SHALL CONSIST OF CLEAN, OPEN GRADED CLEAR ROCK (1.5" DIAMETER) ENCASED IN x 944.3 9 ( I`\ 946 m E p / 952 "`r[ x945.1 '\ \\ 941 \ 1 23x9 452 \ � � I / x94a,41.3 \� � THE ALTERNATE WORK (NOT BASE BID A GEOTEXTILE FABRIC CONFORMING TO SPECIFICATION 3886, TABLE 3886 -1 FOR MACHINE SLICE. EACH LOG OWN 549 \ SHALL BE APPROXIMATELY 5 INCHES IN DIAMETER LOOSE PACKED IN SUCH A MANNER TO ALLOW FORMING TO z a 946. 9u \ 941.E I ' 3 51.9 716 CONSTRUCTION). SOIL OR INLET PROFILES 4,6 OR 8 FEET N LENGTH. THE SIDES OF THE GEOTEXTILE LOG SHALL BE EITHER W Z II 0 X14 D9456 ' \ 45.1 949 E I 95 � \ 51 �s \ \ /'� X5.8 FACTORY HEAT SEALED OR MACHINE STITCHED WITH TWO ROWS OF THREADS, CONFORMING TO MN /DOT O ^0. _, x944.411 \ / 52.7 (/ O x9455 x944.9 941. (�j 52.4 x S 3733.2D. MINIMUM INSTALLED THREAD STRENGTH SHALL EQUAL THE GRAB TENSILE STRENGTH OF THE �.2 I\ �11 A \ \ `. �� p /' - \ \ 553 ���� GEOTEXTILE FABRIC. THE ENDS OF THE ROCK LOGS SHALL BE CLOSED WITH A 50 PSI ZIP TIE, OR HEAT Z I x9452 x \ a x9 / �/ s 9 \ SEALED OR SEWN AS PER GEOTEXTILE LOG SIDES. Z) W (n /945 9417 42 \ / x9 .s / , x�6 5. DANDY BAG@ OR DANDY BAG II@ DISTRIBUTED LOCALLY BY BROCK WHITE COMPANY, ST. PAUL, MN (651) J � B \ .14.0 \\ 91' I `\ / 1 9 1 ` e' **.% .:, / / , I ` 4.6 \\ 647 -0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR J z 9469 \ \\ \I \ i / 451 8 541 ! \\ 562 COURSE) IS INSTALLED OR AT EXISTING INLETS AT PAVED AREAS. O �W / \972 \ \\ 941.9 \\ I x x9455 01MM- 11945.0 -�-- ` ( J/ '\ µi I s� 2 54.8 \ \ \555 \ \ 6. OTHER DEVICE INDICATED BY CITY STANDARD DETAIL. O a J x946.7// \ 79 \ \\ 941. �9 \0 x944.8 \\ \ \\ \\ s°.1 /'.' 4 v� /l 913\ I - �a / 4.3 54.91 \ \\ \ .3 li / \ 1�0' -A' P°VL @ 0.5% 9p 9\ r 01 / / 9 IL 569 \ �\ \ 3. REFER TO SPECIFICATION SECTION 01 89 13 FOR THE FULL SWPPP NARRATIVE. / 947. \ x 944.3 \\ \\ \ \ \ s \ 951. x g 4 I g •4 sa.7 55.2 \ 56.8 \ x 945. 0 WE'j x 9 6 \ / 55.x, \ 56.2 \ \ \\ �F \\ \ \ °8 r / ` 53.6 t° 95 5 55.9 \ \ \\ 4. CONSTRUCT TEMPORARY SEDIMENT BASINS AND SEDIMENT FILTERS AS NECESSARY TO CONTROL EROSION. MAINTAIN x9473 / \ lit I. \\\ '� \ \ \� x9446 \ \ I Q9 19514// '\ \\ l \ x9561 \ 546 ' \ \ x9 \\ AND REPAIR SEDIMENT BASINS AND FILTERS UNTIL CONSTRUCTION IS COMPLETE. REMOVE SEDIMENT FILTERS AFTER / \ I 94L \\ 974° I WErI_62 9535 `- \ \ \ \ �- VEGETATION IS ESTABLISHED AND REPAIR SEDIMENT BASIN AND FILTER TRENCHES. / 91& I \ \ \ x 946 \ �.. ao / \ x 97.5 x rr \ ...57.1 / I I x 9456 94L8 \\ \ I 1 I v \ I \ 56,6, \ \\ x9`57 9 I l \ \ \ x9 2-g5 /r \ .�s6s \ 570 PU r 5. PRIOR TO STRIPPING TOPSOIL THOROUGHLY DISK OR ROTOTILL VEGETATION (TURF) INTO SOIL. m \ \ \ \\ 941. 6 I x9462 x 9 I 4 I I �q / ,4 \ \ -- ` /956. \x \ \ v L \ 941.8 ° POND I\ \\ I c \ Q2 ` \ / \ \\ \\ \ ` y576 6. MAINTAIN ADJACENT PROPERTY AND CITY STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY 94ae \ \\ \ / \m \ x 955.3 \ / s \ \ \ \ C \947.6 \ \ x945, x9456 \\ \ / x914 \x9 1 _ \ ss x9555 56.4 \ \ 9564 \ \ BASIS. PROTECT EXISTING CULVERTS AND DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION -v E ° + x 941. 5 I °? \ \ \ / )\ \ \ RELATED DIRT AND DEBRIS. m E ' \ \ \xW 955.8 g,, \ r 9 ? 957. a- 56.5 v x 949.1 462 x9459 9� «I 941.9 I ( i /x 947.2 / < 950.6 \ 9% $50\ \ y �x 9`�' .� x.5 \ \�9 /1 \ C 2 O c4�rN i N 949 �4!C \ \ II F °sw 56.0 \_ / \vj 7. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. a ID '^C x LO 1 941. �4�y x 9458 x 9.... E / y \ ` 5s.o _ \ x945.8 II NWL = y4�F.0 7_' \\ °j 95.24 _ 566 :.3 957. QL�,\ S O t N 9490\ x90.3 \ •dI 9418 III I \ - `I y 950 - �v.. ''s / xg 8. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. o- O J I \ x goy ti \ y4 .0 RQ - 5 m v x 950.J I I \ \ _ 949 x 95.6 5512 l •� \ �\ -v U N \ \ \ I 8 \r 549 _ 5s.s E C V) 3 .SO I / / II \ x,9 A7 \ \ \ /955 Z ` 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO v v o 951.0 I x 9 9 I I 941.9 ; fvc @z 1.0% I / /' .9 I a - , \�4d' 95 54.8 / 546 O x-80 I / 94R \ 94L I \ _ `� 50�\ / \ \ BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON v C v o \\ 1 56.0 SHORELAND _j m m \ I \1711..2/ x945 / \\ l� \\ f6 \ \ / \ \ / \ \ \ THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE MATERIALS WILL BE INCIDENTAL TO THE �v •°- t_ m _ yg_ �sP \ xg OVERLAY L L c \ \ / \\ \\ \ WETI 6: \ s�'T1963 / x' f.9 0.7 j \ �f _ = - 9595.25 `\ \ \ �/ \ DISTRICT CONTRACT. 4) Q a> C m C x 9514 _ \ ( i 9450 \ \ ` g.� .� _ /952 \ \ \ \ \ 11x 9454 x 944.2 \\ \ \\ \ \ l,!� „�- � K RAP t C�\ yr� 53.5 \ \T G� \ \ (APPROX) x 7 941.8 9453 \,�-- \ r.6 47.7 J 50.5 9 , 952.6 53.5 \ L / \ p II \\ 941 \ \\ \ �� \ \ \ \ 10. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO V VERTICAL (4:1), UNLESS OTHERWISE NOTED. _ a o \ \\ \ i�IM =945.3 a� x .9A8 O - I 9415 \\ WET1�4 \ 946 )N = 945.0 / _ _ � - - - � � 53.2 \ \ L � x952.5 / \ I I I I \ \\ \ x945.3 \ - `x9ds" ID 47 950.4 \ - \ ss6 952.6 \ 95 \\ \ S 9 V. 11. ALL DISTURBED AREAS OUTSIDE FUTURE BUILDING PADS, OR AREAS WHICH ARE NOT DESIGNATED TO BE PAVED OR x9443 x 944.9 5 I \ x 51.6 \ x 9524 x 952.•5✓\ \\ \ \ x9144 \\ \ \\ 91,51 x945.4 ��6 \ \ 48.8 A \ x9513 \ \\ \ � � RECEIVE AGLIME OR SYNTHETIC TURF, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. E \ \ \ v 95,24 1 � x 7 I � \ x 3 \\ 941.9 4.6 \\ \ 13 �1 90�' \ \ x9516 \Q_ 54.3 \x \ \ \ 12. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 30.1 OR 30 SHALL BE UNDERSTOOD TO MEAN 1030.1 OR 1030D. \ x944 x945.6 WETLAND '.45 48.6 9553 \ w 'n x.3.23 I I \ x916.0 •�\\ \ \\ ° _ - s_..;�.s ^\ `\/ x 9525 4.5 x \ \ \ w ' I I \ \\ \\ \\x -�, EDGE \ I \ / � \ \ g .7 \ s� \ FLOODPLAIN '� M \ x9 6 \ 13. CONTINUOUS DEWATERING OF THE SITE IS CRITICAL TO CONSTRUCTION OPERATIONS. CONSTRUCT DRAINAGE SWALES 952 941. *4 / \ g�/ 94BQ \ / \ 956\ )30UNDARY U N \ / 51.5 \ _ x 9518 54.8 g 0 J 94t9 945 9418 x9447 / x -94,29 \� / \ 9 9 AS NECESSARY. REFER TO SPECIFICATIONS. .� \ A \x� �g46.1 x9459 \\ \ \I x \ B � - xg4vz �x9 / i -' 95.21 \ APPROX) \ \ 9 8 x \ F 944 .B / • `�' N w / \ \ \ \ 9! fie � / \ \ � � 47.9 / / ,�j' x 951.2 x9534 / I \ \II \\ \\ /1 \\ \ \\ \ 6 / 46.6 x 7.3 / / Yl / /x9.11 53_y x \\ 955,2 14. IF GRADING OPERATIONS ARE SUSPENDED FOR LONGER THAN 15 DAYS, DESPITE REASONS OR CIRCUMSTANCES, ALL // \\ \ x9423 9P6 .4 s5 \ \ AREAS OF BARE SOIL EXPOSED TO POSSIBLE EROSION SHALL BE SHAPED TO DRAIN WITH MINIMUM POTENTIAL FOR U / 952.7 I \ III\ \ \\ x9454 g7, '`\ 9418 \ )944.° // 1.'16.0 / - J /,f x953.4 x9 6 F_\ \moo_ �95 0 \\ � \ EROSION. THE DISTURBED AREAS SHALL THEN BE SEEDED WITH PERENNIAL RYEGRASS AND ANNUAL WHEAT AT THE / I x951.7 �) x948\3 / %\ \ \\ / / I ° ° i' U.o P1eF x95 '_ x9512 x952.5 9 x 9 RATE OF 10 POUNDS PER ACRE (0.25 LBS. /1 000 SQ. FT.) AND 20 POUNDS PER ACRE (0.50 LBS. /1 000 SQ. FT.) RESPECTIVELY 9518 x944 6 �It I x 949.2 x 951.4 / / / \ -\ O \ �\ Sq,B p -` e e e 8 (�" 52.01 / x951. / / g 952.9 THEN AND COVERED WITH STRAW MULCH AT THE RATE OF 4,000 POUNDS PER ACRE, DISC ANCHORED. x 9�d.2 / I `. \ / / I \ l / / x 9 945.0 x g4k5 h x 946.5 / I \ \\ 941. x 944.9 / x 94.2 7 I x 5 / / / / / /'/ \ x 9547 x x 9 1 \\ 9551 gK5 \I BARBED (WIRE X520 /52 -■,' \ / / 6 I \ \ \ \ 15. TEMPORARY BERMS, DIKES, SLOPE DRAINS, OR SEDIMENTATION BASINS SHALL BE CONSTRUCTED THROUGHOUT THE x94,0'.6 /�94d� / II 942° II / J FENCE I // x9522 \�� ' �� �/� x °""`� 3' 53.2-1 � COURSE OF CONSTRUCTION WHERE THE POSSIBILITY FOR WATER POLLUTION (SEDIMENTATION) MAY EXIST AND THE (� p�"� x 951.8 g sw 955 x 952 4 I 1 1 / / I II / I ® �/ `52.3 / / 53.2 \` - / , - - - - s ) \ \\ x9557 PERMANENT EROSION CONTROLS (TURF PAVEMENT AND STORM SEWER) ARE NOT CONSTRUCTED OR COMPLETELY I /JJ, 52.8 53. / x ' - - 9520 9 / Q f 951. WE71�1 x 94L II< ` / x g'.y` ::' -' Sz.z J d9 53.01 / / 53. \ 4� / - - - zs� sz \ \ \\ 95 ��p \ \ OPERATIVE. ti ,( _ / } �t I A// x946.2 /i \ II II 9443 x944.2 ,8 / F -r' `52.4 / 957. � `» / _ g ' �� \\ ` \ 16. ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL OTHER MEANS OF PERMANENT CONTROL SUCH AS TURF / 53.7 / / / �o / x957.5 9 °j 5�ss 9 9 950.8 \ O� ■ x911'4 0 w� OF !�s 523 x9926 / / \ \ v %3' _ / ' / / ,< \ \ ESTABLISHMENT AND PAVING HAVE TAKEN PLACE. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT O / / `53.4/ / x854 \ \ / / / - \ 7 r; 1 / \\ 9554 THEIR TEMPORARY LIFE AND REMOVE THEM AND WHEN SO INSTRUCTED BY THE ENGINEER. REMOVAL OF EROSION w 1147.9 / 0 II I I S lk I �78��q/ 5 / /x 9521 / / 53.9 'rim0 x 552.7 / x 549 / �\ � \ �4,4�II II / 'ate 9/M'7 / / ` '� 3 / I 952 / //k I x9557 \ CONTROL DEVICES INCLUDES RESTORATION OF AFFECTED AREAS. MAINTENANCE AND REMOVAL WILL BE CONSIDERED vj / 9417 II 9441 x9454 / a / 1.2 / `\ \ \ / / / x9 .2 \1 / I j 94 \\ 951x1 \ INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE MADE THEREFORE. SILT FENCES WHICH U /949.5 / / /9459 �/ 9.77, / , x945.6 x9453 / ( o , / / "' / 53.8 \ 537 / / l x957` I h I / / I / / // x9464 \\ \ \\ Q \ HAVE WASHED OUT SHALL BE REPLACED AND REINFORCED WITH ADDITIONAL STAKES AND BACKED BY SNOW FENCE TO /^ q` \ / If x9'5 / " REDUCE THE POSSIBILITY OF FUTURE WASHOUTS. C� / 948.B� /• x9543 l / \ \ x 7.2 x 9 .4 8v \ l a / T 0 \5 1 / ' / \ \ CS 955.6 52.5 / x 95.22 x x 9555 / V / i--• F / / 4v ' ` / I 53.9 953'4 x \ \ p / / / x 9164 x 94611 \ \ \ 951.0 F� x I 1 / / 9 7 \ 0/ I 9s?e / 49.2 \ \ Fa \ 17. EROSION CONTROL DEVICES - APPROXIMATE QUANTITIES: 9'�'k9 x945.9 x 944'5 / I 53.4 \ \ \ \\ / I /// / 9555 \ \ 17.1. Silt Fence:1,050 If x 9445 // V / 9445 / / 53.6 / \ /� I / I \\ ��b.l \ - - -- 4d 9416 / I 9531 \ / �iEy� x / / /// .8 9448 �..• I I / \ �9\3 ) / E5 / .1aJ \ \ \ \ 17.2. Sediment Logs: 130 If -4 / / 522 T 52.5 \ "956. S x s, Nn 916 / 946.4 / x9443 I s,. ax' 53.6 as / R I goo.$ \ �' � 17.3. Rock Construction Entrances: 1 W 1 / Jp 62. / 4 / \ \ \ / / x954. / S / ,} 4 9 \ \ ^ b / x 946.6 / x 9456 / x 9444 �. sa, Tw x 7 I I '/ x 9545 2 53.2 \ 513 / 9559 945 941.5 2 r x g" g \ j I \ I fin \ x 9537 ` \ / x 953 / / \ \ \x 954.2 � \ \ .4 1 / / 952,1 / � ' 4 .9 4� x 956.3\ < � -944.8 .44.4.4 / ,9945 S7 �, v 514 \ \ / / / x 95215\ \ \ r .L_ .3 / / / I \ \ / / �o \ \ x 49.8 / I 4 Flt WROUGT / kN ix�42.8 / .N1 m x 53.4 cd i \ x 954.5 / / 3 \ \ \\ / p�/ x 945.8 A 942.6 / x944,3 / , .rw \ \ \ �� / � � \ \ \ � � - / 954'5 / x � IRO FENCE M J .945.5 WET 8 82 x 944.9 9" 942.5 6 \ 11 6 x 9451 \, 2.5 \ - / \ 4x.8 / 1 \ \ \\ O 942. 0 9456x: � x948�7 \1 \ 94Q 41.21 \ \ 2. ?e. dK ; sz1,r:. 'S \\ \ \\ x952.9 -_ x953. x952.7 I - \ \ \\ \�� 43 ;142 ( I �9\ GS X1',\942.5 ` F� \ \ \ /1 /x 95Q6 \ x 951.2 E ��� ;r �r� 950. \ \ - / pG \ \ 49 8 1 947.8 x 9F�. x 9 6 /� / % \ \\ 4 a 1 % 52. x 9.8 \ - V/ 947_741 / `CDh \ x 9 .7 ^ �-x 914 \ \ \ 2 5 \ 52.5 .Y 5 51.9 � � x9551.1 50.7 i +. 915 x 94612 (n � 956.2 x 944.5 ,0 // 94Q 9435' x 9444 1 'J \\ \\ / , ,. , /,` 52.5 52!3 1 9 51.4 �95L ..,/ 42 £DLL Gig I t \ TER -�• x 9544 943 J I \ \ 9 942. x9455 g45� o �, '. .Ag _ szs _� 52.1 ° 51.2 95 50 / ,(1 / �g4\ r WA ( I \ ��L""" \ \, \ x 557.8 942.0 gSLO I \ \ A4 , Y B _ .. 52.3 � 52.4 � \ 4 0.6 9456 \\ 47.9 J x9441 I / \ \ \ \ I \3a, ry 52.1 \ ` - .52 3 / 51.8 50.6 / 942.7 r� K 140 1 / x 9452 / x $46.6 \ We-T_5 - \ ` \ c z 94612 \ \ V• 7 I / \ r 9446 ZIX g / I l \ 1 as.,ew w - / 449 x 94J7\ I x 9449 7 / 942.0 // / / x 94.7.\ \ \ \ •� ` \ ` \ _ x•/46 - O� 50.3 50.3 X49.0 / 947. 442 i -�'�' a 5 ]D \� 944.31// / �4J.4 / \ 94.6 , ( 9452 / e� _� / 9,50_ \ E x 948 -�9� -` / / 't \ 948. c R E J ii 942.0 / 9431 / x 9443 914- / 944.7` 44 - \ �, ` \ 1 s 50.7 x gm / w 1 440 f K 9453 G s'0TN 948 4 946 4 FT WROUGT x8448 / C \\ 945 as.,e ..� x Z1 951 / g3 947. IRON FENCE x 943.2 9(38 /// / \ _ / zQ \ WET -53 G 9 1 B / \ ��7..Tr x 947.7 \ 9 gk / / 6 5 x 9446 9\ \ 9�J . �� - 9b� ...�q7s aa.5 4'S �_ - -_fT 950 -J WET- I \ op, I 942.2 / //k 944.4 pE\ F \ \_ \ rte- .47.5_.._ a45- -. s - 138 _ _� � \ -"'"- `! 949 tl� �/ 947.4 I k 946!1 � 9465 / / + 942.9 \ - �- ' / 1 \ / 946.8 \ \ 9428 1 `_.._ -.. g7 \ , - - -� �� r'' �.,. 947.5 x9478 I / WET_132 ` 9 7.4 91 43.1 9 942.2 / / \ W EDGE OF T_52 `r: E - 8 WET 137 } - c 4s. _ 9,731 � / x 944 p/•(�� � 9 7 13 3y� 430 TER z 9454 WET 4 � ,r -_ u_49 C � g 7y4g7 x 9�• 9.� 94 // / x 451 9439 y T1_it WE 12 \, - - - / x 94.2 Sri 9.76 - 1 _ 1 ,fig � 46.6 M r 9�.0 \ AB REED WIRE 9 �r 946.9 \\ \ \\ \ 8 E 941 1\ 9{^5- \ B _50 \ \ w X 13 4ss 941.9 // x 9447 FENCE \ \ \� •0 ` w \ \ \ \ -- 2 w WETLAND � \_11 v\ 9 f 942.8 \ ' 946.6 \ \9 W .4 __ \ x g� �\ 945.7 2.6 9 .5 ' \ w 42 .fj /` x 946.8 EDGE p, 4 / 6 949.9 931: 7 947.5 x 9441 \ �� 5.7 1 l 4'� \ \x B 94A 913 941.7 942. 946.5 / x94 \ 45.1 94 x 944 x 9456 x 944.2 4 F 9 9 9 4\ 1 W \ x 947.1 47•' 941.7 / / x x444 \ ' _i6 0 w \ SOUTH E w .7 946.6 9451 / �Q ��S _ 44. 940.6 g 0 4112.3 / g •6 94 . T Of 848.6 �4� x 952.8 499 .2 ✓'(� x 945.1 W 940.3 DF4;K K W .� 9 1' 945.Bx 946.4 946.6 9 3 / �/ 9 8 / 9 x95 .4 x 944.5 x 945.2 945.2 \ 40.43? \ / S I k / / ,"ETi_ 4 94 . y ■ 947.0 ,�4s.2 a48.z // 499 P BARBED WIRE 9421` / 9450 945.4 S x 945.1 EDGE OF 5 942.0 946.5 9458 948 446j42.9 9 / N G �/ / x 953.3 \ \ s '9 FENCE x E F CE x 945.4 P S x 945.1 SEES WET`_ \ 9452 W W 945 x46.4 646.1 \ \ W 9 \ \ R x 945.2 NET1 _i 432 = 948.5 946. 43.1 s .4 / x 49.2 //9 51.4 / / G x x46.8 y42' \ 1 7• j' / x3.1 �'�4 \ \\ \ ) 646.5 x 9450 945.1 945.2 x 945.4 \ v6M.08 94 x 945 1.3 9 943.1 9 951.4 \ x9449 x 944.9 ' x 945.2 945.4 x 946.6 x 948.3 / /x 944 9 947 4 •8 9 .3 954.9'3 I ,5 948.0 `9440 945.6 45.3 x 945.2 x 945.6 x 9 .2 x 946.4 .8 945.3 \ 9 O 948.1 946.7 9429 ,A/ 4MW 94 .1 �OG� O 950.2 9525 STO 5 .3`x .94 .5 x 945.3 945.7 - 947 �' / C/f cp` 945.3 41.9/ / . 5 ► g 945.9 949.3 / x 951.7 954.2 x 9447 x 944.6 x 9 ./ 945.9 945.5 L l 4TER \ E 5 9455 9 945.5 x 945.6 946.0 WET2 - - i 948.4 x ,0 / / /� \' 5• ^ 947.7 945.5 945.8 x949.5 95 6 5 � E x 945.1 945.6 g�,r, 4 Wc-T27 45,8 / P � 855.5 955.y '{ ` x 9446 -945.3 x 945.2 �Q 945. 945.4 GRA '9 946.5 x 946.2 9 94.9 .9 50.1 x 945.1 OG 945.3 945.3 945,7 x 946.1 / 4g, / / 955.6 x 9 951.5 x 945.3 x1945.8 945.2 SN 945.8 x 9 .79 x 946.4x g ;� 9 7rti3.q i 547.8 949.2 / 1.7 / x 54.9 955.7. O X44.9 9�,7 =gam` 7- - = �9h5:i' - _ = - i 9 9 47.1 / / / / / / 956.0 951.6 ` \ 945.5 _ ��```` 439 x 9445 9`5.9 47.0 _ - - - - - - - 947 946.1 / /947.0 u2xp \ / 948.1 / +'>35 0 / / / / 54.1 955.8 !�\ Z x g._ > x 944.6 x 944.5 / - - - - 48.7 948.6 1 \ I x 49.9 x 952 955.7 x 5j 4 .9 ` 945.9 x 945.0 47.3 / - - �g49\.9 \ - - 948 -3 \ 955.9 x X58,1 \� 9529 Q x 945.1. 945.5 945.7 947.6 / - ` \ \ 9 B / / / / 95.5 / 9�:1 \ \ W x9 \ x9448 ` 945.4 / / -LIIV FE - '950.9 9 .3 \ \49 956. WI FENCE 945.2 / i r""'r a r0� eH� - - - �� \ x 944.6 x 945.1 / / �r - x-951.3._ .� \ \ \ \ \ \ x 95Y6 / / 55.0 956. Q \� 954.1 \ 447 947.8 // 951.2 \ \ 9476\ \ \ G� \ 9450 945.9 952.8 /,¢��- - ��� HA \ \ \ \x 953.3` O x 945.7 945.6 / / 9529 \ \ \ \ \ \ \ / 956.5 S� 956 42.9 \ ` 447 / / 527 951.7 -tINiE FF.IJ ` x \ 1 \ / 011 ■ . " 9423 x 944.2 x s .8 945, / / 932 ss3.o \ \ \ \ \ \ ` BARBED WIRE 1 'A�FI 8 945.6 / , \ 2952.9 \ \ \ \ x 957.2 1 x 9445 9457 9 7.3 47,.� / / �53. / / 95 .3 3.2 \ >\ 4 y x \ 1 945.3 50.0 53.1 9 ,o \ x944.8 ` 945.3 ■,7� -8 / / / / / / 953.3 \ GRAVEL 5 1� \\ \ \ \ \ \ \\ \ x� .0 956.6 955.8 945.5 X1'945 xa45.z / / / / \ s1.7 9 8 \ \ \� as�4 653.0 953.2\ 950.4\ \ \ \ 528\ \ to 957.4 x 54 4 \ x944.4 ` 9442x 944.1 I / / / / / Z97 / / \ ` 952)3 / 952.2 / 953.1 x 953.2 x953.0 \` 953.3 \ \ \ \ 9413. \ \ \ \ x 956 -6 956.6 \ \ \ x 94a.s x 944.9 k6' / / �P x 942.4 945.3 y1 / O \ 953.3 I \ \ x 950.6 \ \ \\ \ l� 4 \ x 9422 \ x 9446 / 943.9 o A2 y"' / / / \ \ / x 953.2 x 953.3 71�` \ ` x 958. g6 \ c� / \ \ 944.2 _ 94 . S /8���F00 H fN 52.7 \ \ \ \ 953.q / O 957.8 \7.5 \x 955.8 \ 9527 \ x 942E / x 9427 F'� / CINK E 62.7 953.0 \ \ __// x 953.3 953.0 \ \ \ \\ S S \ la7 \ \ \ z 943.5 '\ OF x 945. 47.0 / / x 90.0 S \ 95407 2\ \ \ \ \ 0 / \ x 952.3 952.7 952.1 35 9 \ \ \ \ \ \ \ x 943.4 9'1�F.0 .5�QGF' x 9 -� / / / P S \ x 9527 9522 x 953i 95��. \ \ \ �� \ \J w 9'58.6 \ \ \ 944.46 / 952.9 / G R / x 953.5 x 953.5 x 953.3 \ 9528 9528 \` 50'7\ \ \ \\ 954.1 \ 957.1 958 \ 95 1 (:. x 4413 943.6 y h p�S / � \ 952,9 \ N 9 A x 944.1 15 �/ (' !9 x 953.3 6 FOOT CHAIN \ \ \ \ \ \ \ \ \ s5 o w \ ■ 9429 40 '� x 9434 9� / � II x 953.6 \ LINK FENCE x 953.5 � \ \ \ \ \ \ \\ \ \ \ \ \ xs E \ � \ w 953.8 1 ASH \ ■ 943.2 x 943.5 v 942.9 943.7 ` ` GJ x 49.9. I - -- \ - ..-.. x 953.1 \ 95310 \ \ \ \ 1 1 I g ■047.7 \ 43.8 , /943.0 x 943.1 / / / / �x� �/ 953.1 l I \9525 952.6 953.0 x 953.4 \ 9 \ \>r F007 CHiVN\ 958.6 , 58.9 \\ ) .6 ♦Z �o „! O z EROSION AND SEDIMENT CONTROL - OPERATION SCHEDULE 1. SILT FENCE 2. SEDIMENT CATCHES AT CATCH BASINS 3. ROCK CONSTRUCTION ENTRANCE 4. TEMPORARY DRAINAGE SWALES INSTALLATION REMOVAL n INSTALLED PRIOR TO ANY GRADING/ SILT FENCE SHALL BE REMOVED Z CONSTRUCTION, UNLESS OTHERWISE FOLLOWING ESTABLISHMENT/ Q NOTED. RESTORATION OF SURROUNDING VEGETATION. V IMMEDIATELY FOLLOWING CATCH BASIN FOLLOWING TRIBUTARY DRAINAGE AREA p INSTALLATION. RESTORATION AND FOLLOWING 70% OF J '2) Q VEGETATION ESTABLISHMENT IN 100% OF O O N THE WATERSHED. _ 2 Cl) Z Cl) ) W v) M O V z O O M INSTALLED PRIOR TO ANY GRADING/ UPON ROADWAY PAVING OPERATIONS. Q z_ O UU? CONSTRUCTION. V W = Z OQz EL t aQ-� DURING THE COURSE OF GRADING DURING FINISH GRADING OPERATIONS W < a OPERATIONS. AND ESTABLISHMENT OF DRAINAGE a LO v o rn m WAYS. o � F0 o LEGEND J Y Y 1 REFERENCE KEY TO SITE DETAILS EROSION CONTROL KEY LEGEND J DETAIL I.D NUMBER (TOP) Q C8.1 DETAIL NUMBER (BOTTOM) 1 m OA SILT FENCE W C8.1 EXISTING CONTOUR 1 OB HEAVY DUTY SILT FENCE C8.1 Q PROPOSED CONTOUR 2 OC ROCK CONSTRUCTION ENTRANCE C8 1 m PROPOSED SPOT ELEVATION ME = MATCH EXISTING O SEDIMENT FILTER AT STORM SEWER INLET - - PROPOSED SILT FENCE Cg 1 O EROSION CONTROL BLANKET C8.1 4 O SEDIMENT LOG 4 O PROPOSED SEDIMENT LOG C8.1 C8.1 N PROPOSED ROCK CONSTRUCTION ENTRANCE C8 1 ■ o 3 EROSION CONTROL BLANKET C8.1 O PROPOSED MANHOLE (MH) 9 C8.1 PRELIMINARY DRAFT ® PROPOSED CATCH BASIN (CB) 10 08.1 qO EROSION KEY NOTE AGENCY REVIEW t N ■, IWL -944.0 i i i WET1 _65= `WET1 63 \ WET1 _64 WETLAND EDGE \ \ SEED MIX #2 AND MULCH T BARBED WIRE WET-57 FENCE EDGE OF WA TER c 1 WET-551 WET-54 i 1 LEGEND ry REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) M CD ` o\ SHEET NUMBER (BOTTOM) \ 4" MAIN IRRIGATION MAINLINE r Mg1N 4 \\ \ (NUMBER INDICATES PIPE SIZE) Z m WET_6G / _ ��� _ -I.- \\ \ 1 1/2" IRRIGATION PVC LATERAL PIPING m y I 5 1 WAIN �O \ \\ \ (NUMBER INDICATES PIPE SIZE) o v m ftft 2' F2" 4 4"Mq� SHORELAND IRRIGATION CONTROLLER/ 4 9 3" _ = WAIN mw c \\ OVERLAY HT WELL /SERVICE CONNECTION: Ca.3 ca .3 I 2" � � 41, � �\ i � \ F- DISTRICT � IRRIGATION ELECTRIC VALVES: Z I %%41, ` G \ \ /APPR X 3,. TOP = ZONE NUMBER 5 Q Q �1 1 �� ` \\ \ \ ) BOTTOM = VALVE SIZE cs.3 Z J QUICK COUPLING VALVES C8.3 ,.Z 9 \ s \ Z W ISOLATION GATE VALVE O SEED MIX #1 / �''• �\ \ IRRIGATION TURF HEADS: p Q NOZZLE (FULL /PART) �•. \\ ` \ \\ \ I ® •® I -20 SPRINKLER U) ca.3 Q � SLEEVING (BELOW ALL PAVEMENT AREAS) Z ° FLOG PLAIN Q SEED /SOD LIMITS � J I 1 2" / 1 i 1 I l 1 N SEED AIX #1 N 7 1 -1/2" :'- � -___ 2'• SEED MIX #1 � o � \ -SEED MIX #1 1 -- C, 'Q WET-53 F� 'Vlrl W EDGE OF WET-52 WATER WET1_ ET1 -11 WE _12 1 ♦ W W I I SEED MIX C. 0 I WET-51 IV SEED MIX #2 AND MULCH ET1 -10 G, WET1 -14 M W SOUTH EDGE + �O S WET1_ I ft OF CREEK WE 1_20 w ,tea EDCE OT1 No Iry w P S S F TREES WET1 �, w G � , WET1 _19 + WET1 _18 1 1 " WET1 _9 W WET1 W ?_ W �W WET1 _2 .D., \, N .i zt N N 41 N P �i iN 46 SEED MIX #1 I I I I 1 I I 2„ 1 -112' ° 1-112' a 0 0 W W "'_� W W WET-50 )WXXET25 � WE WET24 W ffi w WET-49 w N NI 5 - Ponderosa Pine BOU N ARY (Pinus ponderosa) 6' ht, B &B (AP P ROX) " DECIDUOUS TREE v � may`' IRRIGATION NOTES: 3 3 I M \ \ 1. IRRIGATION SYSTEM IS DESIGNED FOR 60( + / -) PSI AT THE BASE OF ALL HEADS. NOTIFY ENGINEER /LANDSCAPE y E a. a, \ \\ ARCHITECT IF EXISTING PRESSURE DIFFERS. a L m E -16 \ 2. WATER SOURCE: WATER WILL BE AVAILABLE FROM A NEW IRRIGATION WELL PROVIDING APPROXIMATELY 150 'v v N f, \ GALLONS PER MINUTES. COORDINATE WITH WELL CONTRACTOR AS REQUIRED. 3 L m SLeD MIX #2 \ 3. LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO THE s O t 4) AND MULCH a o \ LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELD CONDITIONS. HEAD LOCATIONS ® SHALL BE FLAGGED AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. E C N N \ 3 4. COORDINATE INSTALLATION WITH THE WORK OF OTHERS. v \ \ 2 J N 6 5. ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS, HOWEVER, IF THE CONTRACT DRAWINGS m ,� -v s \ AND /OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUES TO BE USED, THE 4 v j> y L L '- CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THE MANUFACTURER. ALL SUCH v 0-4) v m LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL BY THE s m j C .� m i\ \ ENGINEER. - v- - v O 6. CHECK AND VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO \ \J TRENCHING. a . CD \ _ 7. LATERAL PIPING SHALL BE A MINIMUM OF 12 INCHES DEEP AND MAINLINE PIPING A MINIMUM OF 18 INCHES h d DEEP (24" MAX. DEPTH). ENGINEER /LANDSCAPE ARCHITECT SHALL BE NOTIFIED TO VERIFY TRENCH DEPTHS W v \ BEFORE BACKFILLING. M 8. ALL MAINLINE PIPING SHALL BE PVC (SDR 21/ CLASS 200). LATERAL LINE PIPING FOR BALL FIELDS SHALL BE ± I > O 0 \ PVC (SDR 26 / 160 PSI). Gj a w TCS 9. ALL SPRINKLERS SHALL BE AS NOTED ON LEGEND. U 10. ADJUST HEADS FOR GRADE, AS NECESSARY, AFTER GRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT HEADS HAS OCCURRED. • 11. ALL RISERS, BACKFLOW PREVENTORS AND HOSE BIBS SHALL BE SET PLUM. SPRINKLER HEAD RISERS, QUICK COUPLER VALVES AND ALL VALVES WITH STEMS SHALL BE SET PERPENDICULAR TO FINISHED GRADE. 12. CONTROL VALVE WIRES SHALL BE #10 GAUGE U.F.U.L. APPROVED DIRECT BURIAL WITH THE EXCEPTION OF 7 c GROUND WIRE WHICH SHALL BE #10 GAUGE. N 13. PLACE ALL VALVES IN APPROVED VALVE BOXES. S 14. USE TEFLON TAPE ON ALL THREADED JOINTS. R 15. CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING O • COMPLETION OF SYSTEM INSTALLATION. Ln 16. CONDUCT AND DEMONSTRATE TO OWNER THE WINTERIZATION AND SPRING START -UP PROCESS IN THE FALL C� OF COMPLETION. O W O 4 FT WROUGI 17. ZONES PROVIDING OVER 100 GPM SHALL BE 3" PLASTIC GLOBE VALVES. ZONES PROVIDING BETWEEN 60 TO V 100 GPM SHALL BE 2" PLASTIC GLOBE VALVES. ZONES PROVIDING LESS THAN 60 GPM SHALL BE 1 -1/2" V U W SEED MIX #2 IRON FENCE PLASTIC GLOBE VALVES. OC AND MULCH WET_144 18. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT NECESSARY TO MAKE THE Ln W ° WET_143 WET_142 WET_145 SYSTEM FULLY FUNCTIONAL. O U soI��i•��� WET_141 LANDSCAPING NOTES: EDGE OF 1. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE OWNER'S WATER CONTRACTOR PROCEEDS WITH SEEDING. ET-146 i 2. ALL DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE SEEDED (BY OTHERS), UNLESS 11■ OTHERWISE NOTED. NVET_140 *# 3. ALL SLOPES OF 4:1 OR GREATER SHALL RECEIVE FIBER BLANKET. REFER TO SHEETS C5, C6 AND C7 Z � �E - - WEI FOR DEFINED GRADING LIMITS. O �� C 4. TREE AND SHRUB PLANTING WILL BE ACCOMPLISHED UNDER A SUBSEQUENT (FUTURE) CONTRACT. WET_47 �♦ 5. ALL TREES TO BE BALLED AND BURLAPPED. V WET_133 i 6. ALL TREES AND SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH. p fn Cl) 7. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE O 00 WET-48 �r� ET MATCHED. ALL OVERSTORY TREES SHOULD BEGIN BRANCHING NO LOWER THAN 6'. '^ Q Q N V♦ _ Cl) WET_132 i 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO PLANTING RELOCATED Z (� LV U) ch �\ T ES OR F ELD LOCATION BY LANDSCAPE ARCHITECT. O (n Z JO M U) _ 4 LANDSCAPING REQUIREMENT (Section 1070.030): V w Cn Bleachers and Press box: 2,716 square feet Q Q Z a a WET_131 ♦ Code requires 1 tree / 1,000 gross building floor, so 2.8 trees required. J Q LU �, ,0 W `r WETLAND _ W EDGE - - w / W / SOUTH ED / F CREE / W W WET27 12 °PEP 12 "PEP W W �♦ i i WET_130 WET 135 'rr� WE G� 0 15 30 ft PRELIMINARY DRAFT AGENCY REVIEW WpC� Q O a ° U � LL J Ye (� o LL J0O 0 � MQ W W Cn Q m CD N ■ o A.- a� t N OPTIONAL SUPPORT 5' MIN. LENGTH POST FENCE (WIRE MESH) ENGINEERING FABRIC METAL STAKE OR OVERLAP FABRIC 6" AND WOOD POST FASTEN @ 2' INTERVALS 30" MIN. EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH DIRECTION OF TAMPED NATURAL SOIL RUNOFF FLOW 6" MIN_ M I I -III III =1 11 =1 I I I— I II I I II III 1= NATURAL SOIL 6" MIN. 24" MIN. BURY DEPTH _ II III -III III�I NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES SILT FENCE PROPERTY /R.O.W. LINE EXISTING PAVEMENT TO REMAIN SO, WOOD METAL GEOTEXTILE FABRIC POSTS: 4" DIA. (MIN) 1.3 Ibs /If (MIN.) HEAVY DUTY (IF USED WITH @ 8' (MAX) @ 8' (MAX) ENTRANCE SUPPORT FENCE) SPACING SPACING POSTS: 2" SO. (MIN) 1.0 Ibs /If (MIN.) "T" OR NORMAL USE (IF USED WITHOUT @ 4' (MAX) "U" SECTION @ 4' SUPPORT FENCE) SPACING (MAX) SPACING OPTIONAL SUPPORT 5' MIN. LENGTH POST FENCE (WIRE MESH) ENGINEERING FABRIC METAL STAKE OR OVERLAP FABRIC 6" AND WOOD POST FASTEN @ 2' INTERVALS 30" MIN. EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH DIRECTION OF TAMPED NATURAL SOIL RUNOFF FLOW 6" MIN_ M I I -III III =1 11 =1 I I I— I II I I II III 1= NATURAL SOIL 6" MIN. 24" MIN. BURY DEPTH _ II III -III III�I NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES SILT FENCE PROPERTY /R.O.W. LINE EXISTING PAVEMENT TO REMAIN SO, 12" -- - - -t -x __J _ 6" O . . . . . . . . . . . . 3A O l�J NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR 6" STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Q 1Q. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. O BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. O ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ® THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5Q CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. EROSION CONTROL BLANKET C8.1 SEDIMENT LOG \. STAKE TO BE PLACED AT TOE OF SLOPE, BOTH SIDES A <O� W W W y W . 4. W W W ` � W • ••! W W •Y gg # W G '4 W W W ¶jam O } O W W W W W W W W INSTALLATION DETAIL WOOD STAKE SEDIMENT LOG WOOD STAKE TO PENETRATE NETTING MATERIAL ONLY FLT I /- BOTTOM OF SWALE ' N STAKE DETAIL SEDIMENT LOG C8.1 4" SLAB AND 6" SAND CUSHION (FUTURE) FINISH FLOOR (FUTURE) FINISH SUBGRADE (FUTURE) [FINISH GRADE (TURF) MINIMUM EXCAVATION oc rUNSUITABLE 0 V.0" (TYP) 5' -0" LU FOOTING 1 (FUTURE) 1 ENGINEERED FILL EXISTING POORLY GRADED SAND NOTE: BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. ENGINEERED FILL - DUGOUTS C8.1 DEI 6" MIN �� I -1 11 =1 I I= HAND TAMPED 1/8 O.D. I —I i I I i I I i I —I I SAND (4,• MIN.) I_ —i -- I NOTES: TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. K7i PIPE BEDDING - PVC C8.1 c 0 SAND SUB -BASE UNDER TRACK (EXTENDED) HAND TAMPED SAND PERFORATED PVC PIPE z .III =1 I I =1 I I =1 I PEA GRAVEL _III— III — III —II o 22 =1 I I =1 11 =1 I I =1 I -_ I► I III —III —I Ill Ill- - — — — _ _ _ NOTES: �1�11111�11111 1111let 111 11111II11-IIIIt;,IIlI;,lllt; 11 TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. 8 PIPE BEDDING - c8.1 PERFORATED PVC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. 27" �. I PRECAST CONCRETE CONE SECTION U O 4 - MN /DOT TYPE IV GEOTEXTILE FABRIC - MN /DOT 3733 CLASS III RIPRAP - MN /DOT 3601 VARIES - REFER TO PLAN PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINE DEPICTED BY PROPOSED GRADES IS MAINTAINED 12 RIPRAP OVERFLOW SWALE PLAN FINISH GRADE GEOTEXTILE FABRIC CLASS III RIPRAP N SECTION B - B NiIk 1� 5 Jf A T STEPS ON DOWNSTREAM SIDE 5D j PLAN INISH GRADE G XTILE FABRIC -.,LASS III RIPRAP i RUBBER GASKET, TYP ALL JOINTS j�i . E� _ N MIN. VARIABLE W �,--,I e ?- �O`� Q 15 _j III'-`'`I 1! . 1 1 11 I III I I III III —III III I I Q 5D GROUT SHELF AND CHANNELS FABRIC SHOI' J COVER THE AREA OF TV RIPRAP AND EXTEND UNDER , HE CULVERT APRON 3' SECTION A - A �s RIPRAP - FLARED END SECTION BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 9 STORM SEWER MANHOLE CONCRETE PIPE TIES ("U" BOLTS) TRASH GUAK `KITH 5/8" DIA. RODS AT b N CENTER. FASTEN TO I ' WITH 3 HOT DIPPED GAL IPS METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE "RIM ELEVATION" RIPRAP - REFER MIN. 2 AND MAX. 5 ADJUSTING TO DETAIL RINGS. GROUT BETWEEN © PRECAST COVER - RINGS, CASTING, AND ALONG 8" THICK J OUTSIDE. 13 "U" BOLT REQUIREMENTS STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. STORM SEWER PIPE - SEE VARIES RUBBER GASKET - UTILITY PLAN FOR LOCATION, TYP AT ALL JOINTS NOTES: INVERT, AND SIZES 2 - "U" BOLT FAST' .cRS TO BE INSTALLED ACROSS EACH JOINT, ONE EA- SIDE OF PIPE AT 60° FROM THE TOP OF PROVIDE FLEXIBLE JOINT I PRECAST CONCRETE THE PIPE. FP , EN FIRST THREE JOINTS AS SHOWN. AT CONNECTION - I SECTION REFER TO SPECS 14 RCP FLARED END SECTION GROUT SHELF AND IF (FES) CHANNELS BASES SHALL BE 8" g 7'1 STANDARD PRECAST 1 WITH 2" LEAN GROUT, FLT_ OR POURED 8" SLAB FL =_ REINFORCED WITH 6 "x6 "10110 MESH poi CATCH BASIN PIPE SIZE "1" TO 2" WASHED ROCK I WIDTH GEOTEXTILE FABRIC 1/2" (Mn /DOT CLASS V) NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC s" MINIMUM THICKNESS ENTERS OR EXITS THE CONSTRUCTION SITE 2 ROCK CONSTRUCTION C8.1 ENTRANCE 12" -- - - -t -x __J _ 6" O . . . . . . . . . . . . 3A O l�J NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR 6" STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Q 1Q. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. O BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. O ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ® THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5Q CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. EROSION CONTROL BLANKET C8.1 SEDIMENT LOG \. STAKE TO BE PLACED AT TOE OF SLOPE, BOTH SIDES A <O� W W W y W . 4. W W W ` � W • ••! W W •Y gg # W G '4 W W W ¶jam O } O W W W W W W W W INSTALLATION DETAIL WOOD STAKE SEDIMENT LOG WOOD STAKE TO PENETRATE NETTING MATERIAL ONLY FLT I /- BOTTOM OF SWALE ' N STAKE DETAIL SEDIMENT LOG C8.1 4" SLAB AND 6" SAND CUSHION (FUTURE) FINISH FLOOR (FUTURE) FINISH SUBGRADE (FUTURE) [FINISH GRADE (TURF) MINIMUM EXCAVATION oc rUNSUITABLE 0 V.0" (TYP) 5' -0" LU FOOTING 1 (FUTURE) 1 ENGINEERED FILL EXISTING POORLY GRADED SAND NOTE: BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ANY FILL. ENGINEERED FILL - DUGOUTS C8.1 DEI 6" MIN �� I -1 11 =1 I I= HAND TAMPED 1/8 O.D. I —I i I I i I I i I —I I SAND (4,• MIN.) I_ —i -- I NOTES: TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. K7i PIPE BEDDING - PVC C8.1 c 0 SAND SUB -BASE UNDER TRACK (EXTENDED) HAND TAMPED SAND PERFORATED PVC PIPE z .III =1 I I =1 I I =1 I PEA GRAVEL _III— III — III —II o 22 =1 I I =1 11 =1 I I =1 I -_ I► I III —III —I Ill Ill- - — — — _ _ _ NOTES: �1�11111�11111 1111let 111 11111II11-IIIIt;,IIlI;,lllt; 11 TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. 8 PIPE BEDDING - c8.1 PERFORATED PVC COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. 27" �. I PRECAST CONCRETE CONE SECTION U O 4 - MN /DOT TYPE IV GEOTEXTILE FABRIC - MN /DOT 3733 CLASS III RIPRAP - MN /DOT 3601 VARIES - REFER TO PLAN PLACE RIPRAP AT ELEVATION SUCH THAT FLOWLINE DEPICTED BY PROPOSED GRADES IS MAINTAINED 12 RIPRAP OVERFLOW SWALE PLAN FINISH GRADE GEOTEXTILE FABRIC CLASS III RIPRAP N SECTION B - B NiIk 1� 5 Jf A T STEPS ON DOWNSTREAM SIDE 5D j PLAN INISH GRADE G XTILE FABRIC -.,LASS III RIPRAP i RUBBER GASKET, TYP ALL JOINTS j�i . E� _ N MIN. VARIABLE W �,--,I e ?- �O`� Q 15 _j III'-`'`I 1! . 1 1 11 I III I I III III —III III I I Q 5D GROUT SHELF AND CHANNELS FABRIC SHOI' J COVER THE AREA OF TV RIPRAP AND EXTEND UNDER , HE CULVERT APRON 3' SECTION A - A �s RIPRAP - FLARED END SECTION BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 9 STORM SEWER MANHOLE CONCRETE PIPE TIES ("U" BOLTS) TRASH GUAK `KITH 5/8" DIA. RODS AT b N CENTER. FASTEN TO I ' WITH 3 HOT DIPPED GAL IPS METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE "RIM ELEVATION" RIPRAP - REFER MIN. 2 AND MAX. 5 ADJUSTING TO DETAIL RINGS. GROUT BETWEEN © PRECAST COVER - RINGS, CASTING, AND ALONG 8" THICK J OUTSIDE. 13 "U" BOLT REQUIREMENTS STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. STORM SEWER PIPE - SEE VARIES RUBBER GASKET - UTILITY PLAN FOR LOCATION, TYP AT ALL JOINTS NOTES: INVERT, AND SIZES 2 - "U" BOLT FAST' .cRS TO BE INSTALLED ACROSS EACH JOINT, ONE EA- SIDE OF PIPE AT 60° FROM THE TOP OF PROVIDE FLEXIBLE JOINT I PRECAST CONCRETE THE PIPE. FP , EN FIRST THREE JOINTS AS SHOWN. AT CONNECTION - I SECTION REFER TO SPECS 14 RCP FLARED END SECTION GROUT SHELF AND IF (FES) CHANNELS BASES SHALL BE 8" g 7'1 STANDARD PRECAST 1 WITH 2" LEAN GROUT, FLT_ OR POURED 8" SLAB FL =_ REINFORCED WITH 6 "x6 "10110 MESH poi CATCH BASIN PIPE SIZE "U" BOLT DIA. I WIDTH 21" & LESS 1/2" 24" TO 36" 5/8" 24" 4. -O 54" 3/4" 24" 60" & G. 'BITER 1" 24" C8.1 SLOPE MAY VARY V CAP OF TOPSOIL CAP BLOCK OVER FREE DRAINING AGGREGATE FREE DRAINING Y — — 7- - AGGREGATE W LU - LIGHTLY I / COMPACTED %Ei ®� ®tr / If FILL FINISH GRADE I DRAINTILE DAYLIGHT THROUGH I FACE OF WALL AT MIDPOINT / F WALL LENGTH COMPACTED CRUSHED ROCK OR PEA GRAVEL - 100% PASSING NOTES: THE 4" SIEVE AND A MAXIMUM OF 5% PASSING THE #10 SIEVE. TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. r7 1 PIPE BEDDING - RCP & DIP C8.1 X8.1 mi 1 �� � �•�' ,ate' ,ate' ,ate 1 ,. [`' �_ •• • , ! v' ..emu :_.uIlFl JI. IP11 =11� ' Ir11 =1�11.= 1 .11�ll' 11 '1 '1 • � I A WALL BASE SEED (BY OTHERS) 15 AGLIME AT TURF EDGE C8.1 PAVEMENT LIMIT AS SHOWN ON PLAN PROVIDE 2% CROSS SLOPE (TYP) REFER TO GRADING PLAN FOR 2" DIRECTION VARIES 1 =1J=i IIh— Ih41 I— III— I'III —I 2" BITUMINOUS WEAR COURSE 111 —t11 111 tit IIL_ 6" AGGREGATE I�I1 -RIII �- BASE COURSE 16 LIGHT DUTY BITUMINOUS C8.1 PAVEMENT T 1 T FINISH GRADE co D_ O_ M M o SAND /PEAT N N PRESCRIBED TOPSOIL °Eo�m U L;E )>Ooc N rn 3 oar O 0 IRRIGATION LINE O EcaiN Z m y SAND DRAINAGE t C BED (ON -SITE CLEAN M 3 m SAND MATERIAL) 0 4) U) O •- L 4) N 2 @L m r 4) C Z p L 0 L 4) Q m m s m acv rn Z 6" DRAINTILE - REFER TO PLAN FOR SPACING, INVERT AND LOCATION P_17� INFIELD DRAIN TILE AND IRRIGATION C8.1 18 SOIL STORAGE AREA C8.1 VERTICAL. BOTTOM CHORD BRIDGE SUMMARY — TOP CHORD Keystone Ped estrlan Bridge 25' Bean n 10" Width Deck Type: IPE (Hardwood) Bridge Finish: Painted Mm Broom DIAGONAL r WOOD DECK WOOD BOTTOM SECTION ION BRACE BRACE DIAGONAL DECK BRACING BRIDGE PLAN 19 PEDESTRIAN BRIDGE C8.1 FRAMING SLUF't - JLUYt 2%0" COARSE FILTER A6�If �6A iq III —III— •.:• II— III —III — III —III • - • � III —III —I DR FREE SAND BAS "o— o •• I— III —I — I I N • • •. III —III ; APPROXIMATE ELEV I I —III OF POORLY GRADE _ •• • : •• I I I —I :III — III —III — .:. I I —I I I "0o INFILTRATION TRENCH C8.1 TOP .. «.,.�..., ..,.�,....� ABUTMENT TOP CHORE)\ END FLOOR BEAM .. AODD DECK CONC ABUTM�NT R TE BOTTOM CHORD ( BASE PLATE SETTING PLATE ANCHOR RODS BEARING SIDE VIEW INFORMATION PROVIDED FOR REPRESENTATION ONLY. ACTUAL BEARING DIAGRAMS TO BE BASED ON FINAL DESIGN. i CONT %'. 6• NOM a IRON MODS' I CLEAR ALL HEART -1 RUB RAIL 546 1.1%xINx%x5'LG VOM BY.' x 1'i• LG ZINC PLATED CAR R LOGE BOLTS AT EACH VERTICAL RUB RAIL DETAIL BRIDGE ELEVATION BUTTON HEAD SCREW, r` (1) PER PLANK PER END PLANK HOLODOWN �\ t WOOD DECK BOTTOM CHORD FLATHEAD SCREW, (2) PER PLANK PLANK SUPPORT CENTER STFLIN6ER WOOD DECK DETAIL PRELIMINARY DRAFT AGENCY REVIEW Lu J I- Lu 0 Z v m 2 M 3 •v 3 v ddw °Eo�m U L;E )>Ooc p N 3 oar O L 0 � 4) O_ 0 EcaiN �2 Q 00 U Lo � M U J N 0 4) U) O •- L 4) N 2 @L m r 4) C Z p L 0 L 4) Q m m s m acv rn Z O _ 7 O In Lo Z Z h h R O ddw V �2 Q 00 U V ♦00 r. 00 U) zuLu 0cnz 2 (1) t U) 0a)M N m V Q Z O _ m In Lo Z OQZ W V) O aQ-� • u j Lu a �i _0 1 LL o C~ O a' Ji JOOU V N Y U w O Ot ~" �M _w 1 4 :: 0, 2 W � a U q h Ln W n Z��L Z O V J Q 00 V ♦00 00 U) zuLu 0cnz 2 (1) t U) 0a)M m V Q Z O _ m In Lo Z OQZ W V) aQ-� t u j Lu a CD co _0 1 LL o a' Ji JOOU V N Y 0 MQ� W W MQ W TOMO N ■ O GRASS 5" DEPTH AGLIME I i YrMINI ICY YI�I��IY� I I I�IYI�Ij�� I �I \\ \\ / / \\ \ \ / / \\ \ \/ / \\ \� // \\ \)� / /'\ \'� / /\\ \� i / \\ \� / /\\ \� "/ TOPSOIL ON PLAYING FIELD J p1 AGLIME AT GRASS EDGE C8.2 FACE OF CURB -� SLOPE 4' PER FOOT TOWARDS 12 t 6" 6" Qyti PAVEMENT ON HIGH SIDE OF LOT /DRIVE - SLOPE 4" PER FOOT TOWARDS BACK OF CURB FACE ON LOW SIDE OF a LOT /DRIVE. I • ' r 4. 12" AGGREGATE BASE TO BE PLACED BY PAVING i CONTRACTOR (4" MIN.) I V�2 NOTE: EXCAVATE EXISTING SUBSOIL AS REQUIRED IN CURB AREAS TO PROVIDE MIN. 4" AGGREGATE BASE UNDER CURB (FOR EXAMPLE, WHERE HOLD DOWN = 9 ", + 2" SUBCUT IS REQUIRED FOR 4" MIN. AGGREGATE). NOTE: 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE. 2. AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1" BELOW GUTTER GRADE. SLOPE GUTTER TEACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. 2 D -412 CURB & GUTTER C8•2 REFER TO ALTERNATES 3 D -412 CURB TERMINATOR 2!..2J REFER TO ALTERNATES FINISH GRADE AT MAINTENANCE STRIP SHALL BE 1" ABOVE SOD AND FLUSH WITH AGLIME 1/2" RADIUS WHERE APPLICABLE. (TYPICAL) (2) #4 REBAR AGLIME 1" DEPTH CONSTRUCTION JOINT (BY BP #1 EARTHWORK CONTRACTOR) 4 C8.2 5 C8. I. I ILi- f 3•. 1' -3 TOPSOIL 1" BELOW CONCRETE �~ SECTION COMPACTED SUBGRADE CONSTRUCTION JOINT SHALL BE CUT TO 1" DEPTH AND SHALL OCCUR AT EACH POST AND AT MIDPOINT BETWEEN POSTS ° ° ° ° ° ° d ° ° ° ° ° d ° ° d ° d POST d ° ° d (2) #4 REBAR PLAN CONCRETE MAINTENANCE 5" (MIN) CONCRETE WALK 4" SAND SUB -BASE TYPICAL AT GRASS, LANDSCAPING, Akin enn AocAQ COMPACTED SUBGRADE L2" MIN. CONCRETE WALK /SLAB )P RAIL RAIN LINK FENCE 5/8" O.D. BOTTOM RAIL NISH GRADE )NCRETE MAINTENANCE STRIP 4 HERE IDENTIFIED ON PLAN C8 2 )NCRETE FOOTING 12" x 48" )R END, CORNER, GATE AND JLL POSTS DOTES: . END, CORNER, GATE AND PULL POSTS SHALL BE 3" O.D. LINE POSTS SHALL BE 2 1/2" O.D. ?. ALL FENCING SHALL RECEIVE 2" x 2" #9 GAUGE FABRIC UNLESS NOTED OTHERWISE. S. LINE POSTS MAY BE AIR DRIVEN. 1. POST SPACING SHALL NOT EXCEED 10' O.C. i. BOTTOM RAIL SHALL BE PLACED NO MORE THAN 2" ABOVE FINISH GRADE. CHAIN LINK FENCE C8. C8. NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. LIFT HANDLE GATE LATCH CLAMP SECURED TO GATE POST LATCH LIFT HANDLE RECEIVER PROVIDE HOLE THROUGH LIFT HANDLE AND RECEIVER TO ACCOMMODATE PAD LOCK LIFT HANDLE (PAD LOCK BY OWNER) RECEIVER CLAMP SECURED TO GATE POST SINGLE SWING GATE LATCH Aim NOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCH THAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED. LATCH RECEIVER (ONE EACH SIDE LATCH ARM (ONE ON OF LATCH) EACH SIDE OF GATE) 1 1/2" LONG HANDLE LATCH HINGE (ONE ON OF LATCH) SECURE LATCH TO GATE SECURE LATCH / PROVIDE MECHANISM TO ALLOW RECEIVER TO �/ GATE TO BE SECURED WITH GATE PAD LOCK si DOUBLE SWING GATE LATCH r i T Z a J a O w w LL w w U w_ r _ (7 w _ -1 5/8" O.D. TOP RAIL 2' LONG 1 -518" EXTENSION WELDED TO POST. PROVIDE NETTING, PULLEY SYSTEM, EYE BOLTS AND MISC. HARDWARE wU LL Z w �O Wa U LL_ a U >a HU C) 0 w _ 0 4 • '4 '• ' 3' -0" X 3' -0" SQUARE 10 FLAGPOLE C8.2 NEW FLAGPOLE FLAGPOLE BASE z" ABOVE FINISH GRADE EXPANSION JOINT (TYPICAL) 5 FILL VOID BETWEEN POLE AND SLEEVE WITH SAND 12" DIA. CORRUGATED STEEL TUBE 8" DIA. FLAGPOLE BUTT WELD STEEL WEDGES 2" X 18" X18" STEEL PLATE z "X8 "X8" STEEL PLATE LIGHTING ARRESTOR - SPIKE BY POLE SUPPLIER FIELD OF PLAY 0 BO EXISTING OUTFIELD FENCE (5' HEIGHT) �9..J 1,•,•,•,t • • , • ►!i!�!�!. • • . FOUL POLE- PLACE POLE 8" OUTSIDE FENCE, IN LINE WITH FOUL LINE a• FINISH GRADE , 18" DIA. X 54" DEEP CONCRETE FOOTING 6" 1 FOUL POLE TO ALTERNATES WALL PADDING - REFER TO DETAIL 9 /C10 2 TYP. 15" WIDE CONCRETE MAINTENANCE STRIP oa M F I• 18" 3/8" x 8" GALV. EYE BOLT @ 6' O.C. FOR NET CABLE ATTACHMENT 1 -112 ", 45° CHAMFER (BOTH SIDES) BACKSTOP WALL - REFER TO STRUCTURAL DETAIL 8/S3.1 18" WIDE CONC. CURB WALL "12�BACKSTOP CURB WALL WALL C8.2 FOR COMPLETE SYSTEM. REFER TO GRADING PLAN FOR '•� 12 ELEVATIONS GRADES AND SPECIFIC / AREA OF DETAIL C8.2 VARIES VARIES 18 oz. REINFORCED i .Y U VINYL COVER I�Y I I I�I��I I I II M I 11� UI III I I j� IY II ul 11Y1 III I BASEBALL INFIELD GRASS t - 0 N TWO W12 x 30 STEEL BEAMS I -CHAIN LINK FENCE 6" AGGREGATE (3.0' x 8.5') (3.0'x - - - I _ _ BASE COURSE ': Q t o 0 C) L0 BOLT WITH 1/4" THREADED CONDUIT AND FITTINGS BY < > U CO J WASHER INSERT ELECTRICAL CONTRACTOR GRAVEL PAVEMENT - REFER o TO ALTERNATES WALL PADDING - REFER TO DETAIL 9 /C10 2 TYP. 15" WIDE CONCRETE MAINTENANCE STRIP oa M F I• 18" 3/8" x 8" GALV. EYE BOLT @ 6' O.C. FOR NET CABLE ATTACHMENT 1 -112 ", 45° CHAMFER (BOTH SIDES) BACKSTOP WALL - REFER TO STRUCTURAL DETAIL 8/S3.1 18" WIDE CONC. CURB WALL "12�BACKSTOP CURB WALL WALL C8.2 FOR COMPLETE SYSTEM. PADDING FLUSH WITH '•� 12 3v 3 TOP OF CURB WALL / AREA OF DETAIL C8.2 �_�336 NETTING 18 oz. REINFORCED i .Y U VINYL COVER I�Y I I I�I��I I I II M I 11� UI III I I j� IY II ul 11Y1 III I BASEBALL INFIELD GRASS t - 0 N m0 w -CHAIN LINK FENCE . • U E�mN 1/4" x 3/4" STAINLESS STEEL ': Q t o 0 C) L0 BOLT WITH 1/4" THREADED SLOPE < > U CO J WASHER INSERT s"• J ~ic CL �-O to •- L m o Z CONCRETE MAINTENANCE STRIP 4 C8.2 Z' CLIP- REFER TO SPEC. L -J 7' -6" 10'_6" N DIRECTION OF THROW - O 23/32" APA BC GRADE G Z - CONCRETE FOOTING 12" x 48" PLYWOOD OR BETTER c •), FOR END, CORNER, GATE AND Lu a k' ° �• PULL POSTS HIGH IMPACT FOAM - 3" THICK NOTES: 1/4" x 3" GALV 1. END, CORNER, AND PULL POSTS SHALL EXPANSION BOLT INTO WALL C8. NEW SCOREBOARD - VERIFY AND CONFIRM WITH SCOREBOARD MANUFACTURER ALL MATERIALS NECESSARY FOR INSTALLATION WHEN ORDERING 60'- 6" FROM EDGE OF RUBBER TO BACK TIP OF HOME PLATE (WHITE SECTION) PITCHER'S RUBBER 6" TO HOME 10' -0" 28" 5' -2" PLATE 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' c PITCHER'S 10" 9" 8" 7" 6" 5" 4" 3" 2" 1" MOUND CLAY SLOPE @ 1" PER FOOT 6. UNIFORM _ SLOPE 9'-0" TO CENTER OF MOUND 9' -0" TO CENTER OF MOUND ON -SITE SAND SOILS 6" 22" TO FILL ANNULAR SPACE ELEVATION MOUND TABLE LEVEL �9. WITH PITCHER'S RUBBER O., �9o'GS z T 00 O� Z O m MOUND TABLE 34" LIMITS 6" 1" PER FOOT o o UNIFORM _ SLOPE i14 in SLOPE o 60' -6" TO APEX 18' PITCHERS OF HOME PLATE RUBBER 22" w SERVICE DISCONNECT BY U0 ELECTRICAL CONTRACTOR ° OLL ry = J J M CD ? . VERTICAL STEEL, 10 - #8 BARS, 40 GRADE w D TIES #3 @ 12" O.C., 40 GRADE U c Z 00 O� *9 zr- O 0 m PLAN PITCHERS MOUND 8" O.D. x 34' HIGH GALVANIZED POST WITH SAFETY NETTING PROVIDE CAULKING AT POST JOINT AND WALL JOINTS (TYPICAL) \ / 30" HIGH 12 BACKSTOP C8.2 '•� CURB WALL 3v 3 o / r Z /• / 15" WIDE CONCRETE 4 MAINTENANCE STRIP CS 2 i .Y U )Oc I�Y I I I�I��I I I II M I 11� UI III I I j� IY II ul 11Y1 III I BASEBALL INFIELD GRASS " 1 I-I I 1 -I I 1- o � III -III- O III -1I� w m 4'.0 " -------I SCOREBOARD m M 1I- II I-I 6" TO HOME 10' -0" - 28" 5' -2" PLATE 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' PITCHER'S 10" 9" 8" 7" 6" 5" 4" 3" 2" 1" MOUND CLAY Il SLOPE @ 1" PER FOOT 6.. UNIFORM _ CID SLOP 6' TO CENTER OF MOUND 6' TO CENTER OF MOUND ON -SITE SAND SOILS 6" 22" TO FILL ANNULAR ELEVATION SPACE BE 3 -III III I • ' Y I III O.D. O.D. LINE POSTS SHALL BE 2 1l2 BACKSTOP CURB WALL - 1-1 11 -1 I I• • 11-1 11 -11 I 2. ALL 8' HIGH FENCING SHALL RECEIVE REFER TO DETAIL -11 11 -I 1II -I 11 2 x 2" #9 GAUGE FABRIC UNLESS - III -III r I I -III -III NOTED OTHERWISE. I - III -III -I III -III- 3. LINE POSTS MAY BE AIR DRIVEN. 1 3 CURB WALL PADDING 4. POST SPACING SHALL NOT EXCEED 10' O C C8.2 - III -III I I- III -III I I 1 -I 1II -I 11_ 5. BOTTOM RAIL SHALL BE PLACED NO _II I - 1 -III -III s I I -I I I-I I I MORE THAN 2" ABOVE FINISH GRADE. -II1 -III -I Ec - - � -I I I1 -.III •'• I I III I � ,111,E e 9 SOFT TOSS �_I OSTS & 2 c 2J NETTING) -11 It 11 -I I I= W�IIII ;" w I I- III_ BACKSTOP POST PIER/ FOOTING- LLi I I -III- REFER TO STRUCTURAL DETAIL 9/S3.1 II L.I� .•: •IIIIIIII 1IIIII •., •:•.IIIIIII. COMPACTED SUBSOILS III- II,I� - 1I- �•' 30" DIA. 18 BACKSTOP / CURB WALL C8.2 (ALSO REFER TO 9/S3.1) WOOD POST 1x4 POST COVER 2x4 FENCE RAIL i + 1x6 FENCE BOARD PLAN PLAN DETAIL 6' -0" SECTION WIDTH (4X SCALE) CTR TO CTR rn WOOD POST 2x4 FENCE M IIII IIII RAIL (TYP) N IIII IIII o Z0 M IIII IIII N q r�� IIII 2 N FENCE BOARD IIII u uu u� END VIEW $" SPACE TYP 10" FENCE SECTION ELEVATION NOTES: 1. FOOTING WIDTH TO BE 12". MINIMUM DEPTH 48" 2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD. 19 PRIVACY SHADOWBO) C8•2 FENCE LIMINARY DRAFT AGENCY REVIEW �2 D_ D N rn 0 O Z m In C O U C m ._ .0), 3 y O L. a a��> D_ D00D_ J Lu V ♦ Lu LQiI V v m Ih 3v 3 o O r Z C >1 0, U )Oc y 0) 'a a :E t - 0 N m0 - 0 UNIFORM SLOPE v E�mN 0 UNIFORM �2 Mo 0 t o 0 C) L0 U SLOPE M U CO J N N V) Z �-O to •- L m o Z p� O L 0-4) c N L -J 7' -6" 10'_6" N DIRECTION OF THROW - O Q G Z c a MOUND c c TABLE LIMITS Lu a LO�° CD �i U. 34" O MOUND TABLE r -� 0 J0L) Y PITCHER'S RUBBEF LEVEL WITH PITCHER'S RUBBER I Z �2 i L_J 00 O� ��W V♦ ZO MQ W m PLAN \ BULLPEN PITCHERS MOUND -11 It 11 -I I I= W�IIII ;" w I I- III_ BACKSTOP POST PIER/ FOOTING- LLi I I -III- REFER TO STRUCTURAL DETAIL 9/S3.1 II L.I� .•: •IIIIIIII 1IIIII •., •:•.IIIIIII. COMPACTED SUBSOILS III- II,I� - 1I- �•' 30" DIA. 18 BACKSTOP / CURB WALL C8.2 (ALSO REFER TO 9/S3.1) WOOD POST 1x4 POST COVER 2x4 FENCE RAIL i + 1x6 FENCE BOARD PLAN PLAN DETAIL 6' -0" SECTION WIDTH (4X SCALE) CTR TO CTR rn WOOD POST 2x4 FENCE M IIII IIII RAIL (TYP) N IIII IIII o Z0 M IIII IIII N q r�� IIII 2 N FENCE BOARD IIII u uu u� END VIEW $" SPACE TYP 10" FENCE SECTION ELEVATION NOTES: 1. FOOTING WIDTH TO BE 12". MINIMUM DEPTH 48" 2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD. 19 PRIVACY SHADOWBO) C8•2 FENCE LIMINARY DRAFT AGENCY REVIEW �2 D_ D N rn 0 O Z m In C O U C m ._ .0), 3 y O L. a a��> D_ D00D_ J Lu V ♦ Lu LQiI V v m Ih 3v 3 h h d. O C >1 aEa.m U )Oc y 0) 'a a :E t - 0 N _c 3 oar - 0 L ° -r- a� 0 E�mN J �2 Mo 0 t o 0 C) L0 U ,, M U CO J N N V) �-O to •- L m 0) 4) c Z p� O L 0-4) c N s 4) rn L 7 U C N O LID LO Z Z h h d. O v w � � V WOa J �2 Mo 0 U �//�� V♦ O �J oD Z O`1) � 0YF_ O c N V Q Z CC O _ m LID LO Z O Q G Z c a t Q J Lu Q Lu a LO�° CD �i U. O o 0 J0L) Y Q o U r.� Lot �2 a n Z O V J Q Mo 0 �//�� V♦ O O oD Z O`1) w Z 0YF_ O ") M V Q Z CC O _ m LID LO Z O Q G Z c a t Q J Lu Q Lu a LO�° CD U U. O o 0 J0L) Y Q o W ��W V♦ MQ W CD N ■ O C8.3 N z 0 U) O w z Lu w z w U O c CD I �— III —III —I I I- III -III -I — III — III -I I I- I- III -III -I N - III - III -III_ I I-I I I -I I I -I IIIIIIIIIIIIIIIII; METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 PROVIDE "VAN- ACCESSIBLE" LABELING (ONE STALL) 4" SQUARE, CONCRETE FILLED, GALVANIZED BOLLARD ACCESSIBLE PARKING SIGN AND POST EMERGENCY AND O • O SERVICE VEHICLES ONLY POST TOP (, D_ o CONSTRUCT FENCE ENCLOSURE - REFER TO PLAN o N o SIZE TO BE APPROX. QUICK COUPLER FOR 12" POST TOP FILL ANNULAR SPACE 7' W x10' LX 8' HIGH. BLOW -DOWN (BY IRRIG. o STATUTE IRRIGATION WELL AND SEE NOTES BELOW. CONTRACTOR). WITH GROUT SIGN: WHITE LEGEND AND MECHANICAL COMPONENTS VENTS, METER, BACKFLOW, ETC) 0 COORDINATE AS NEEDED. FOR MESSAGE L BORDER ON BLUE (BY WELL CONTRACTOR) j V 169.346 V♦ BACKGROUND FULLY O 5" O.D. GALVANIZED CHANNEL SIGN POST o 0 REFLECTORIZED STEEL PIPE WITH TWO 3 1/2" FLANGED x COATS SIGN ENAMEL 10° SLOPE IRRIGATION METAL SIGN (COLOR TO BE CHANNEL FINISH CONTROLLER FINISH O GRADE (TURF) SLEEVESIN E GRADE r(TURF) — Q o FOR P PEE �i METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 PROVIDE "VAN- ACCESSIBLE" LABELING (ONE STALL) 4" SQUARE, CONCRETE FILLED, GALVANIZED BOLLARD ACCESSIBLE PARKING SIGN AND POST EMERGENCY AND O • O SERVICE VEHICLES ONLY POST TOP (, D_ o POST TOP REFER TO PLAN o N o TO MN STATE FOR MESSAGE 0 l 0l FILL ANNULAR SPACE >- O METAL SIGN `V o STATUTE LL U LY J ACCORDING 0 WITH GROUT REFER TO PLAN TO MN STATE 0 169.346 FOR MESSAGE STATUTE �2 3 1/2" FLANGED j V 169.346 V♦ XZ O 5" O.D. GALVANIZED CHANNEL SIGN POST o 0 ZC)W O`)Z STEEL PIPE WITH TWO 3 1/2" FLANGED x COATS SIGN ENAMEL 10° SLOPE x METAL SIGN (COLOR TO BE CHANNEL o ACCORDING o (, D_ o ° APPROVED BY OWNER). o N o TO MN STATE O 0 l 0l FILL ANNULAR SPACE >- O m y o STATUTE LL U LY J >%0 C .- m 0 WITH GROUT LL U �' J 0 169.346 j < D cl U C_ �2 3 1/2" FLANGED j V POSTS. V♦ 0 0 O o CHANNEL SIGN POST o 0 ZC)W O`)Z 0 3 1/2" FLANGED x 0 10° SLOPE x Z o CHANNEL to Z to a o O t o SIGN POST — Q o 1" SILICONE RUBBER OR ASPHALTIC �i U. o O M J0� CAULKING Q o I —III C WINDSCREEN R o COMPOUND W o SPECIFICATIONS 3 Ln o FILL ANNULAR —I —I I C ��W V♦ SPACE TO 1 INCH °I N — o ; FROM TOP WITH N _ ^ °' o o I SILICA SAND I: o — q'q 0 1/4" METAL PLATE I I— TTf�F o J o — WELDED TO BOTTOM o — = I OF 5" PIPE INSTALLATION IN • I –�: TURF .• I- CONCRETE p (MN /DOT 3A32 OR EQUAL) 1' -6" INSTALLATION IN PAVEMENT �21 TRAFFIC SIGN C11 6" SQ. STEEL POST FILLED W/ CONCRETE 2 "X3" STEEL RECT. 1" SQ. STEEL BRACING �� TUBE FRAME WELDED TO FRAME in (� SEE NOTE 1 rr I— o I I in REFER TO PLAN - REFER TO PLAN I - 18" DIA. CONCRETE FOOTINGS 3" SQ. STEEL POST FILLED W/ CONCRETE KEEPER PIN ELEV. TO BE 4• DETERMINED IN FIELD 12 ., 1 - -WELD 1 HOLE TO RECEIVE r 74 -, f -1� ' '-0" TO CENTER �y 34 2 - OF POST VERIFY 1" STEEL PIN ---- ----- - i WELD 15" DIA. BY 1/2" STEEL PLATE _�5�••�_ 4' DEEP 1/2" STEEL PLATE CONCRETE FOOTINGS WELD GATE KEEPER PLAN GATE KEEPER PIN GATE KEEPER NOTES: 1. ADJUST HEIGHT AS NECESSARY TO EQUALIZE GRADE DIFFERENCE BETWEEN ROAD EDGES. 2. PROVIDE SHOP DRAWINGS OF GATE, HINGE POST AND KEEPER 3. GATE TO RECEIVE 2 COATS PRIMER & 2 COATS FINISH, COLOR TO BE SELECTED BY ENGINEER /LAND. ARCH. i3i VEHICLE GATE C8.3 3" DROP PIPE AND 8" CASING (BY WELL 6" DISCHARGE (BY WELL CONTRACTOR) 4" THICK CONCRETE PAD. SIZE CONTRACTOR). [OF CONCRETE PAD TO APPROX. COORDINATE 8'x11' - VERIFY WITH WELL FOR CONTINUATION. CONTRACTOR. 8' HIGH FENCE ENCLOSURE TO BE CONSTRUCTED OF (4) 3" O.D. SCH. 40 GALVANIZED CORNER POSTS AND LINE POSTS (AIR- DRIVEN) WITH 1 -5/8" BOTTOM RAIL AND 2" TOP RAIL. - PROVIDE NSP -TYPE LOCKING DEVICE ON 4' WIDE GATE. FRAME TO BE CONSTRUCTED OF 2" O.D. SCHEDULE 40 GALVANIZED PIPE WELDED FOR RIGID CONNECTIONS. INSTALL FABRIC WITH STRETCHER BARS AT SIDES AND OVER TOP. ATTACH HARDWARE WITH RIVETS OR OTHER MEANS TO PROVIDE MAXIMUM SECURITY. ALL FABRIC TO BE 9 GA. GALVANIZED WITH TIES AT 12" O.C. CONCRETE TO BE 4,000 PSI AIR - ENTRAINED CONCRETE. 4 IRRIGATION WELL FENCE c8.3 ENCLOSURE B SUPP( (1 NOTI 1. CC Ur 2. TI 3. ALL WIRES SPLICES TO BE MADE INSIDE VALVE BOXES. eli VALVE BOX AND SUMP 30" LINEAR LENGTH OF WIRE, COILED ELECTRIC ZONE VALVE FINISH GRADE LC8.3 s GEAR DRIVE SPRINKLER LC8.3 cD 7 ry�y, ELL CROSS TEE PIPE (TYP.) REBAR BENT AROUND FITTING (TYP.) FITTING (TYP.) CONCRETE THRUST BLOCK (TYP.) 45° ELL 45o ELL UNDISTURBED SOIL (TYP.) NOTES: SUPPLY LINES 3- INCHES IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. WYE THRUST BLOCK E "81 QUICK COUPLER C8.3 FINISH GRADE 12" ROUND VALVE BOX W/ COVER QUICK COUPLING VALVE X SECTION FENCE POST SECURE Q.C.V. ASSEMBLY WITH STAINLESS STEEL GEAR CLAMPS CONTINUOUS BRICK SUPPORTS (4 MIN) 1" SQ. POST 1/2" x 1 -1/2" RAIL 1/2" x 1" INT. RAIL (, D_ o 3/8" SQ. PICKET N BETWEEN RAIL SPACES AT 5' O.C. (TYP) 4' -3" -4'-3" N Q�2 a OQ6 0 0 O c> LL Z m y C 6„ } U >%0 C .- m or, V 3 to O L. p L_ a) LUC_ D cl U C_ 4' 11 • . -3- 15146' TOP OF CURB WALL PENETRATE CURB WALL 6" GRAVEL SUMP (1 CU. FT.) CAST SLEEVE TO RECEIVE HANDRAIL SECTION ELEVATION PVC MAINLINE NOTES: cn 1. VERIFY ELEVATIONS IN FIELD. J 2. PROVIDE SHOP DRAWINGS SIGNED BY REGISTERED STRUCTUAL ENGINEER FOR L APPROVAL PRIOR TO CONSTRUCTION. 3. RAILING SHALL RECEEVE 2 COATS OF PRIMER AND 2 COATS OF FINISH COLOR (BETHEL BLUE) AS APPROVED BY LANDSCAPE ARCHITECT. V /001 ORNAMENTAL RAILING W D C8.3 6' GROUNDING ROD EACH CORNER 6' BARE COPPER WIRE FIELD CONTROLLER 16' -0" OF #6 BARE COPPER WIRE NOTE: USE CADWELD ONE SHOT CONNECTOR TO CONNECT WIRE TO GROUNDING RODS. BURY GROUNDING WIRE TO A MINIMUM 12" DEPTH � i FIELD CONTROLLER GROUNDING C8.3 8" DIAMETER POSTS (TYP.) 12" 3' WIDE CONCRETE APRON C8.2 5 2" O.D. POST WELDED iv BETWEEN RAIL SPACES AT 5' O.C. (TYP) MAINTENANCE STRIP °1 Q�2 a OQ6 0 v Qk/ c> LL H 0 O00 k� O o PLAN .`. FIELD CONTROLLER 16' -0" OF #6 BARE COPPER WIRE NOTE: USE CADWELD ONE SHOT CONNECTOR TO CONNECT WIRE TO GROUNDING RODS. BURY GROUNDING WIRE TO A MINIMUM 12" DEPTH � i FIELD CONTROLLER GROUNDING C8.3 8" DIAMETER POSTS (TYP.) 12" 3' WIDE CONCRETE APRON C8.2 5 FULL PENETRATION FIELD 3" O.D. LINE WELD ALL AROUND POST SECTION AT TOP OF BATTING CAGE REFER TO TOP DETAIL ABOVE /(TYP FOR OF BATTING CAGE) -v r 00 `' j- / 2" O.D. POST WELDED iv BETWEEN RAIL SPACES AT 5' O.C. (TYP) MAINTENANCE STRIP 2" O.D. TOP RAILS FULL PENETRATION FIELD 3" O.D. LINE WELD ALL AROUND POST SECTION AT TOP OF BATTING CAGE REFER TO TOP DETAIL ABOVE /(TYP FOR OF BATTING CAGE) -v r 00 `' j- / w 8' HIGH OUTFIELD FENCE WITH J z MAINTENANCE STRIP w LL REFER TO DETAIL a v w � � 5 c> LL H 'I P o PLAN 8" NOMINAL DIA. STANDARD 1 5/8" NOMINAL DIA. PIPE POSTS STANDARD PIPE RAILS. 8" NOMINAL DIA. �2 STANDARD PIPE LINE �a POSTS. V♦ O O 00 Ln ZC)W O`)Z � U) ��� c N V Q Z O _ m to Z to a O t • J uj Cl Q Lu a �; � �i U. o O M J0� Y Q o U W WINDSCREEN R W SPECIFICATIONS c o L ELEVATION SECTION REFER TO SHEET S1.1 FOR FOOTING SIZE BATTER'S EYE SCREEN MAINTENANCE STRIP REFER TO DETAIL 5 C8.3 SUPPORT POSTS TYP AT TOP RAIL CROSSING TURF 1 -5/8" O.D. MIDDLE AND BOTTOM RAILS 10' DOUBLE SWING GATE WITH LOCKABLE DEVICE 7p• 70, 7p, 70, L3" O.D. CORNER POSTS AGLIME SURFACE INSIDE 5" DEPTH 2 -1/2" O.D. INTERMEDIATE LINE POSTS 2" X 2" - #9 GAUGE FABRIC 3" O.D. LINE POSTS WHERE SUPPORTING TOP RAIL TRUSS MAINTENANCE STRIP (TYP) FUL 4 PERIMETER OF BATTING CAGE - REFER TO DETAIL C8 2 BATTING CAGE PRELIMINARY DRAFT AGENCY REVIEW V C � p E p m U � aL- Emv � p N p — L 4) � as o 0 0 `� E c ai N 3 m >1 p er U p J N t 4) p L L L s m 0-00) -a rn L 7 U = %_ 0) O Q=' Z a h h O v w � � H 'I P V WOa �2 U • V♦ O O 00 Ln ZC)W O`)Z � U) ��� c N V Q Z O _ m to Z O t • J uj Q Lu a �; � �i U. o O C~ O J0� Y Q o U W W Ln Z O H V V♦ O O 00 Ln ZC)W O`)Z U) ��� ") V Q Z O _ m to Z � t J uj Q Lu a �; � 2 U U. o O 0_ J0� Y Q o W ��W V♦ MQ W CD N ■ O 8" THICK PRECAST CONCRETE #4 BARS X 12" ROOF- GROUT ENDS OF CELLS LONG @ 2' -0" O.0 SOLID AT PLANT DRILL & DRIVE WATERPROOF PRECAST SLABS INTO CONCRETE W/ PENETRATING SEALER (REFER TO SPECIFICATIONS) J 0" 8.. , 000 EXISTING INFIELD 8' -8" FILL TOP BLOCK SOLID W/ 3000 PSI CONCRETE GROUTED KEYWAY - CAULK TOP OF JOINT AS REQUIRED FOR WATERPROOFING I I I P BOND I I I I 1 � I I 1 714" I I ° #4 BARS X 12" LONG @ 2' -0" O.C. DRILL & DRIVE INTO CONCRETE 8" X 8" BOND BEAM W/ 2 # 5 BARS CONT. CUT TOP BLOCK TO SLOPE TO 1/2" PER FOOT AT ENDS 8" X 16" COLORED ROCK FACE BLOCKS. COLOR SHALL MATCH BE VERIFIED WITH THE ARCHITECT PRIOR TO CONSTRUCTION #5 VERT. WALL REINF @ 4' -0" O.C. MAX. DWL TO FTG FILL CORES SOLID W/ 3000 PSI GROUT @ BARS (TYP) I I I I I I 1 COURSE SMOOTH FACE COLORED CONCRETE BLOCK R-fl I I 11/2 EXPANSION I I I I I BURIED BLOCK SHALL BE 8 "X16" CMU O O 1 a 1' -8" 4" POURED O o CONCRETE SLAB W/ FIBER MESH NOTE: 4" POURED CONCRETE 8" 8" SLAB IS BY SECTION 32 13 13 5.00' FTG: 12" X 24" E E ` W/ 2 #5 CONT. BTM. 3" CLEAR . < �1 ENGINEERED FILL — ��� 1 O° 1 lll�llllllilll�l��AIMIIMIIMII1�i�lIl��ll�lll� `Ill�i. 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CONCRETE CONCRETE FOOTING MESH SLAB W/ FIBER MESH 003 DUGOUT B LAYOUT 28.4 (3rd BASE -SIDE) DRAWN @ 0.125 size 8" MIN. a STORAGE ROO ° i� v W>� a 10.00' 46' -0' 5.00' oar Z ENGINEERED FILL � 1 712" THICKENED SLAB EDGE DUGOUT I3 #5 VERT WALL REINF @ 4'- 0" O.C. co DWL TO FTG.(TYP) — S.C.J. — 34' -0' . . . . . . . . . . . 10' -8" 35' -8" 4" FIN. CONCRETE 8" REINFORCED j SLAB W/ FIBER 4" FIN. CONCRETE CONCRETE FOOTING MESH SLAB W/ FIBER MESH 003 DUGOUT B LAYOUT 28.4 (3rd BASE -SIDE) DRAWN @ 0.125 size 8" MIN. a ° a h h � ° v W>� a d 2' o O SPECIAL COATING & TOPPING (SECT 09960) GROUT SOLID (8" MIN) BEARING WALL BEARING EDGE 1/4" GALV BENT a PLATE (PT BY 09500) 1/2"0 x 6 "L HEADED STUDS @ 24" O.C. 't' LONG EDGE SPECIAL COATING & TOPPING (SECT 09960) BREAK OUT TOP OF PLANK & GROUT SOLID T -7 - 2" EXPANSION JOINT MATERIAL ENGINEERED FILL 4" POURED I CONCRETE FLOATING SLAB NOTE: 4" POURED CONCRETE SLAB IS BY SECTION 32 13 13 1 r -1 Lr1- I r1-1 ( T1 6 "X16 "GONCRE:E_ 4" CONjCRETE qLAB I BLOCKS \ WITH FIBER MESH ---� I u I SLAB ENGINEERED FILL 2" EXPANSION JOINT MATERIAL 0 r � 0 • p 12•' PRELIMINARY DRAFT AGENCY REVIEW CL IincUw V) p QJ Q � cl) � Z J �0W O�H 0 0 V = W ocr) M a) M v E E p m U � aLEmp W p N :Ec —Lm � as o a� 0 E -0 0-0 3 p 0 —per U p J N 6 -0 •- t < 4 p L L L s m aa0) -0 rn L 7 U C 4— 0) — Q v) - 7 O x Z h h � 0 v W>� > O �F— V_ W�a J �2 000 U � A '^ O O 00 ZULU O`hZ o�� "> U Q Z O 3: m� Z DaZ ct aQ-� Ja< W w��° Lo co U Q 0 O C~ O JYW J0O Y U W Q � 0 m W Z 0 �F— V_ J Q 000 A '^ O O 00 ZULU O`hZ o�� "> U Q Z O 3: m� Z DaZ ct aQ-� Ja< W w��° Lo co U Q 0 O 0 JYW J0O Y Q � 0 m W MQ W N ■ o V) MEMORANDUM Agenda Item • • L A N D F O R M From Site to Finish • 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 DATE October 16, 2013 TO Brad Martens cc City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planninq Applications The following is a summary of project status for current, active projects: • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net 1. Armbruster Topography and Wetland Waiver (city file no. 09 -011). An application has been received for a waiver from the topography and wetland requirements and was reviewed by the City Council on November 23, 2009. The City Council expressed concerns about the concept and directed the applicant to revise the concept plan. The applicant submitted a letter extending the review period until January 1, 2014. Staff recommends that no further extensions be provided. 2. Great River Energy Administrative Permit and Site Plan Modification for replacing tower at 7251 CR 116 (26- 119 -23 -41 -0001) (city file 13 -008). This item is currently incomplete, but will be administratively approved. 3. Triden Ridge Estates Second Addition Preliminary Plat and Final Plat at 23425 CR 117 (city file 13 -019). The landowner received a wetland delineation and topography waiver on June 27th. They have submitted a request for approval of a preliminary and final plat. This is scheduled for Parks Commission review on September 17th, Planning Commission review on October 3rd and City Council on October 24tH 4. Meadow Creek Estates 2nd Addition Preliminary Plat, Final Plat and Easement Vacation (PID 06- 119 -23 -32 -0005 and 06- 119 -23 -34 -0003) (City file 13 -020). This is scheduled for Parks Commission review on September 17th, Planning Commission review on October 3rd and City Council on October 24th 5. City - initiated Ordinance Amendment regarding Density (city file 13 -021). This is scheduled for Parks Commission review on September 17th, Planning Commission review on October 3rd and City Council on October 24th 6. Sign Ordinance Update. At the April 25th Council meeting, the City reviewed a request for the city to initiate a sign ordinance update. Specifically, they requested that the City review the ordinance standards relating to sign area, sign height and internal illumination and, because this is a city -wide issue, that the ordinance update be completed by the City out of the City funds. The Council discussed the issue and directed staff to bring a proposal back at a later date because the Council felt that this was a significant undertaking that would involve much more than this one issue. We will work with the City Administrator to determine the appropriate meeting to have this considered. 7. Rockford School District Ballfield Site Plan and Conditional Use Permit (and possible variance) (city file 13 -023). Staff received an incomplete application last week and is working with the applicant to complete the missing items to allow for an expedited review process for the new varsity baseball field project. The Parks Commission reviewed this at their meeting on October 15th and it is tentatively scheduled for a public hearing at the Planning Commission on November 7th and Council action on November 25th Landform , SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 Also, there are a number of projects that have been approved, but are still not filed and closed out: 1. Ess Addition (city files 05 -017, 08 -003 and 12 -024). The City Council granted an after - the -fact extension for this final plat at their November 29, 2012 meeting. The applicant is now working to file the required documents to close out this file. Staff contacted the applicant 10/16/13 to remind them that the extension expires next month. 2. Corcoran Business Park (city file 06 -005). The City Council granted a one year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still working to close out this project. 3. Park Place Storage After- the -Fact Extension of Approvals (city file no. 10 -008). On September 23, 2010, the City Council approved a site plan and conditional use permit amendment for Park Place Storage to construct the 18th and final mini - storage building on that site. The approvals expired on September 23, 2011. The applicant contacted the City and requested a one year extension until September 23, 2012. The conditions have been met and a building permit was issued in September. The applicant has completed most of the site work with final items to be completed and final inspection this month. 4. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (city file 12 -002). Hope Ministries has submitted a request for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. The letter of credit for site improvements has been released but we are holding the escrow pending completion of the approved landscaping. 8. Schmid's Hidden Valley 2nd Addition Topography /Wetland Waiver, Preliminary Plat and Final Plat at 21820 Oakdale Drive (PID 04- 119 -23 -34 -0007, 04- 119 -23 -42 -0002 and 04- 119 -23 -42 -0003) (City File No. 12 -016). The application for topography and wetland delineation waiver was approved at the September 27th Council meeting. The preliminary plat and final plat were approved by the City Council on April 25th. The applicant is working on complying with approval conditions so that they can get the final plat mylar signed and recorded. 9. Site Plan and Variance for Maple Hill Estates Community Center) (City File 12 -022). The landowner and the City received a CDBG grant to construct a new community center on land north of the manufactured home park that is also owned by the park owner. This new building is in the process of being designed. The building is likely to straddle a lot line or at minimum require a setback variance. The survey has been completed and the site plan is currently being prepared. This item was approved by the City Council on April 25th. The City Administrator is working on this project to determine schedule and viability. 10. Feasibility Study for Lennar (City File 12 -025). The applicant requested that the City conduct an infrastructure feasibility study regarding property west of CR 101 and north of Hackamore. This is part of the property that was previously proposed as the "Hedgestone" development. The applicant has provided an escrow and the City Engineer has begun work on feasibility study. The study was accepted by the City Council at their April 25th Council meeting. The City Engineer continues to refine the study. 11. Heinz Second Addition Preliminary and Final Plat at 20801 CR 117 (03- 119 -23 -14 -0002) (City file 13 -003). A wetland and topographic waiver was approved on January 24th. This item was approved by the City Council action on April 25th. The applicant is working on complying with approval conditions so that they can get the final plat mylar signed and recorded. The applicant has site work to complete and then the escrow can be refunded. 12. Lano Equipment at 23580 Highway 55 Site Plan Amendment for Cold Storage. (31- 119- 23 -34- 0007) (13 -006). This item was approved by the City Council on July 11th. The applicant has not yet submitted revised plans for City review and approval. Upon approval of the plans, they could apply for a building permit to construct the new building. MEMORANDUM 13. PUD Sketch Plan and EAW for Lennar (City File 13 -007). The applicant submitted a PUD sketch plan and the City Council took action initiate the completion of the required EAW (environmental review assessment worksheet) at the April 25th Council meeting. The sketch plan was reviewed by the Council on June 27th and advisory comments were provided. The EAW is a process required by the State of Minnesota. The EAW was distributed for comment and the comment period ends on September 4th. The Council approved a Finding of No Need for EIS on September 26th. The next steps would be for the applicant to request approval of preliminary plat and PUD preliminary development plan and then a final plat, PUD final development plan and rezoning to PUD. 14. Swift Accessory building Certificate of Compliance at 7900 Strehler Road (21- 119 -23 -42 -0002) (city file 13 -024). This was administratively approved. MEMORANDUM