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Home My WebLink AboutPC PACKET 040821Agenda Hugo Planning Commission Thursday, April 8, 2021 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 i CI I Y O� TGO HV EST. 1906 Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the day of the meeting by contacting Community Development Assistant, Emily Weber at 651- 762-6311 or eweber@ci.hugo.mn.us. For more information on the remote meeting and participation, go to: www.ci.hugo.mn.us/planning Meeting ID: 858 6141 7200 Meeting Link: https://us02web.zoom.us/m/85861417200 A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. March 25, 2021 E. NEW BUSINESS 1. HCM Architects on behalf of the City of Hugo — Lions Park site plan located at 5524 Upper 146th Street North. F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or rluba@ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, March 25, 2021 Meeting held remotely pursuant Minn. Stat. Sec. 1313.021 Chair Kleissler called the meeting to order at 7:14 pm. PRESENT: Arcand, Derr, Fry, Kleissler, Lessard, Mulvihill, Petty. ABSENT: Luchsinger. STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of February 11, 2021 Commissioner Petty directed staff to make an edit to the meeting minutes of February 11, 2021. Commissioner Arcand made a motion, seconded by Commissioner Petty to approve minutes for the meeting of February 11, 2021 with corrections as mentioned. Ayes: Arcand, Derr, Fry, Kleissler, Mulvihill, Petty. Abstained: Lessard. Nay: None. Motion carried. Public Hearing: White Bear Lake Area School — Site plan, conditional use permit, and property line adjustment for the property located at 15198 Forest Boulevard North. Staff provided a background on the site plan, conditional use permit, and property line adjustment submitted by the White Bear Lake Area School District. The site is approximately 135 acres, zoned single-family detached residential (R-3), and is generally located west of Highway 61 and south of 157tn Way North. The applicant is seeking approval of an approximately 100,000 square foot elementary school and gymnasium, associated ball -fields and playground, and walking trails. Schools are allowed in the R-3 zoning district as conditional use. The WBL School District and Xcel Energy have applied for a property line adjustment to allow the District to acquire the property on the north side of the school property and through the western portion of the school property. In turn, the District will provide Xcel with an easement for utility purposes. Staff found that the request meets all of the requirements necessary to approve the property line adjustment. March 25, 2021 PC Minutes Page 2 Staff provided additional information on the site plan including streets and parking, landscaping and lighting, grading/drainage, and architecture. Staff found that the applications are consistent with the ordinance standards and recommended approval of the site plan, CUP, and property line adjustment for the White Bear Lake School District. Staff also recommended that the Planning Commission hold a public hearing and take all public comment. Tim Wald, Assistant Superintendent for WBL Schools, addressed the Planning Commission and introduced the team working on the project. Chair Kleissler asked the District how many students the school is intended for and Wald responded by stating that the school can comfortably hold 720 students. The District is not planning to be at capacity when they open but are planning for future growth. Wald went into further detail on the innovative teaching strategies that are planned for the elementary school. Dan Schmidt, principal at the new elementary school, also addressed the Planning Commission to provide details on the purpose of the layout of the school. Chair Kleissler opened the public hearing at 7:35pm. Theresa Moore, 5605 157t" Way North, addressed concerns about the walking path being adjacent to their property. Moore would like the School District to provide fencing along her property line to ensure students do not walk across her yard. Assistant Superintendent Wald stated that he would work with the resident moving forward. Chair Kleissler closed the public hearing at 7:42pm. The Planning Commission continued to discuss the requests and generally likes the plan and appreciated the thought behind the layout of the parking and drop off areas. Commissioner Arcand made a motion to approve the site plan, conditional use permit, and property line adjustment for the property located at 15198 Forest Boulevard North for the White Bear Lake Area School District. Seconded by Commissioner Lessard. Ayes: Arcand, Derr, Fry, Kleissler, Lessard Mulvihill, Petty. Nay: None. Motion Carried. Public Hearing: Xcel Energy — Variance and conditional use permit amendment request for the property located at 13620 Fenway Boulevard North. Staff provided background on the request. The applicant currently owns and operates a training facility on the property and is proposing to construct additional training facilities to include a mock transmission line. This requires a conditional use permit amendment to amend the site plan showing the utility pole locations in the conditional use permit. The applicant is also requesting a variance from the maximum building height for the training poles to be 72 feet tall, where 50 feet is required. Staff March 25, 2021 PC Minutes Page 3 found that the proposal meets all the requirements necessary for the City to approve the requests and recommended that the Planning Commission take all public comments. Staff recommended that the Planning Commission approve the variance and CUP amendment for the Xcel Energy training facilities located at 13620 Fenway Boulevard North, subject to the conditions listed in the resolution. Commissioner Arcand asked how tall the surrounding trees are compared to the proposed utility poles. Staff stated that the top of the trees are at an elevation of approximately 1,000 feet and the tallest utility pole will be below that. Commissioner Derr asked staff to clarify that the location of the utility poles are all on the applicant's property. Staff stated that the outline Commissioner Derr was referring to is the wetland boundaries on site and that the poles will be required to remain outside of the wetland boundaries. Tim Mauseth, representing Xcel Energy, addressed the Planning Commission and emphasized the importance of the project and the applicant's commitment to providing adequate training to ensure safety protocols. Chair Kleissler opened the public hearing at 7:55pm. No one spoke. Chair Kleissler closed the public hearing at 7:56pm. The Planning Commission continued to discuss the applications. Commissioner Derr stated that Xcel Energy has been a great asset to the community and have consistently been a good neighbor to the surrounding properties. The Commissioners generally agreed. Commissioner Derr made a motion to approve the variance and CUP amendment for Xcel Energy for property located at 13620 Fenway Boulevard North, subject to the conditions listed in the resolution. Seconded by Commissioner Mulvihill. Ayes: Arcand, Derr, Fry, Kleissler, Lessard Mulvihill, Petty. Nay: None. Motion Carried. New Business Staff facilitated a discussion on moving to in -person meetings. The Commissioners discussed COVID protocols and generally agreed to work towards meeting in person in the upcoming months. The opportunity to provide hybrid remote/in-person meetings is a benefit for the Commissioners and residents. March 25, 2021 PC Minutes Page 4 Adjournment Commissioner Arcand made a motion, Commissioner Lessard seconded, to adjourn at 8:07 pm. Ayes: Arcand, Derr, Fry, Kleissler, Lessard Mulvihill, Petty. Nay: None. Motion Carried. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Number CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Emily Weber, Community Development Assistant SUBJECT: HCM Architects on behalf of the City of Hugo — Lions Park site plan located at 5524 Upper 1461h Street North. DATE: April 1, 2021 for the Planning Commission meeting of April 8, 2021 ZONING: Central Residential District (CR-3) LAND USE: Public/Quasi-Public (PQ) 1. DESCRIPTION OF REQUEST: The City of Hugo is proposing to construct an approximately 5,500 square foot Lions Park pavilion on the south side of Lions Park. The pavilion will include an indoor gathering room, meeting rooms, a serving kitchen, and support spaces such as restrooms. These amenities will be available to the public to rent and use. The site plan consists of the pavilion and associated playground equipment, trails, landscaping, and sport courts/fields. The existing Lions Park property is approximately eight acres in size, however, with the relocation of Finale Avenue North, approximately 1.75 acres will be added to the park. Lions Park is considered a recreational field and structure and is allowed in the zoning district as a permitted use. 2. BACKGROUND: The Parks Commission has been in the process of planning the redevelopment of Lions Park for many years. A master plan for the park was approved in 2015 after three years of planning, four stakeholder meetings, and six community workshops. Hundreds of residents and stakeholders participated and provided input during this process. Since then, the Parks Commission and City Council revitalized the project and approved a Feasibility Study done on the Park in June 2020. The Feasibility Study guided the Parks Commission and City Council to make minor changes to the master plan that allows the park to align with the new residential development west of the park, known as Hugo Gardens Apartments. In October 2020, a community workshop was held and three stakeholder committees were formed to refine the design of the playground, park pavilion, and overall park site. The committees were made up of residents, Council representatives, and Commissioners. These Lions Park Site Plan Page 2 Planning Commission April 8, 2021 committees each met three times between November 2020 and January 2021 to help design the park elements that are in the submitted plans. The playground is a destination, inclusive playground that meets the needs and desires of multiple age groups, abilities, and challenge levels. It features a prominent central play structure, zip lines, swings, independent play, and sensory challenges. The pavilion is designed to have an indoor -outdoor feel and offer views of the park from three sides of the large indoor gathering room. Adjacent outdoor spaces will provide additional gathering areas including a gas fire pit and picnic shelter. The park site will include relocating the existing skate park, perimeter and internal lit sidewalks, large open lawn space, and sport activities such as pickleball and tennis courts, and a half -court basketball area. 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the east of Lions Park are zoned Central Business (C-1) and Future Central Business (FCB), the properties to the north and south are zoned Central Residential (CR-3), and the property to the west is zoned PUD and is occupied by the Hugo Gardens Apartments. Hugo City Hall is located east of Lions Park and shares a parking lot with the park. B. Natural Characteristics of Site The property is currently occupied by the existing Lions Park shelter, playground, and associated ball fields. The site is relatively flat and does not contain any wetlands. 4. ANALYSIS: A. Site Plan The site plan complies with the ordinance standards as follows: Building Setbacks The proposed building meets all setback requirements in the Central Residential (CR-3) zoning district. The minimum front yard building setback is 25 feet. The front entrance of the pavilion is located on the south side of the site and has a building setback of approximately 45 feet. Building Height The height of the building complies with the 35 foot maximum height in the CR-3 zoning district. Lions Park Site Plan Planning Commission Page 3 April 8, 2021 Building Coverage and Lot Coverage The site plan complies with the City ordinance for building and lot coverage. Parking The parking ordinance does not outline specific parking requirements for a park pavilion however, any use not assigned in the parking ordinance shall be assigned a parking requirement by the community development director as stated in the City Code. There are four designated parking areas located on the site plan and a total of 175 parking spaces. There are 56 parking spaces in the northwest corner of the site that provide access to trails and sport courts. There are 16 parking spaces along the south entrance of the park pavilion. The east side of the site will have nine parallel parking spaces. Lions Park will also share a parking lot with Hugo City Hall. The existing City Hall parking lot will be reconstructed and expanded to include 94 parking spaces. Included in the overall parking plan are 13 handicap parking spaces. The applicant determined the number of parking spaces by evaluating the use of City Hall, the capacity of the proposed park pavilion, and overall amenities at the park site. Staff is comfortable with the proposed parking and believes that parking needs will be adequately met. Lighting The ordinance requires outdoor lighting within residential zoning districts to be shielded or controlled so as not to light adjacent property at an intensity exceeding one -quarter footcandle as measured at the property line. The applicant is proposing a combination of wall mounted LED fixtures and bollards throughout the site. The lighting will light the trails and walkways throughout the park, the playground, and parking areas. Staff is comfortable with the lighting plan but will continue to evaluate the proposed lighting to ensure that it is compliant with ordinance requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for developments. The site plan exceeds the ordinance requirements and consists of a variety of tree species, shrubs, grasses, and perennials. The applicant has incorporated landscaping around park entrances, parking areas, and the playground features. Additionally, natural landscaping elements will be incorporated into playground play features. The applicant has also included landscaping that will coordinate with the entrance into City Hall. Staff is comfortable with the proposed landscaping and will require the applicant to gain final approval with submittal of a building permit. Lions Park Site Plan Page 4 Architecture and Building Materials Planning Commission April 8, 2021 In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. The design of the building meets the intent of the guidelines. The design of the pavilion includes large overhangs on the north, east, and west sides of the building that are intended to blend the indoor and outdoor uses of the pavilion. The north side of the pavilion features an extended overhang that opens into Lions Park. The extended overhang area is directly adjacent to the interior large community gather room and is a covered, multipurpose area that can be used for performances and larger community gatherings. An additional outdoor pavilion is planned on the west side of the pavilion and is a transitionary space between the building and playground area. The overhangs on the building are key features that emphasize the prairie style architecture of the building, which is an encouraged style within the Downtown Design Guidelines. Principles of the Downtown Design Guidelines also include preserving and enhancing the character of Downtown Hugo and expanding civic space and uses around City Hall. The Lions Park site plan meets the intent of the Downtown Design Guidelines. The base of the pavilion is brick with featured limestone areas underneath the windows. Above the brick will be a metal panel that compliments the brick base and coordinate with the canopies. There will be wood exterior soffit to match the interior of the building. The same brick and limestone will be used in other areas of the site as to have a cohesive design aesthetic throughout the Lions Park. Streets and Access The park can be accessed from Finale Avenue N, Upper 1461h Street N, and Fitzgerald Avenue N. The City of Hugo is undergoing an approximately $3.6 million street improvement project in the downtown area, including the streets surrounding Lions Park. Access to the park will be greatly improved as part of the Lions Park and Downtown Improvement Projects. The interior park pedestrian movements are easily made with the combination of sidewalks, trails, and open space. A trail will also be installed along 1471h Street North, making a complete trail connection from Oneka Parkway to Highway 61. Utilities Sanitary sewer, watermain, and storm sewer services will be provided to the park pavilion and are included in the 2021 Downtown Improvement Project plans. Stormwater Management The applicant is proposing to meet the stormwater rate control requirements through the use of an existing stormwater pond constructed with the Hugo Gardens Development near Judicial Ditch 3. Water quality requirements are met by both the existing Hugo Gardens stormwater pond and the stormwater reuse project that is proposed for Lions Park. The Hugo Gardens stromwater pond Lions Park Site Plan Planning Commission Page 5 April 8, 2021 was oversized with the intent to provide stormwater treatment for Lions Park and the downtown street reconstruction project. The City has received grant money to construct the County Road 8 Stormwater Reuse System that will reconnect irrigation systems serving 22 acres along County Road 8, Lions Park, Keystone Place, Hugo Gardens, Lions Park and City Hall. The project will improve surface water quality through phosphorus reduction, decreased groundwater demand and volume reduction. A pump station will be installed on the existing stormwater pond on the northeast corner of Frenchman Road and Oneka Parkway. Construction of the project is anticipated to be in coordination with the Lions Park redevelopment. 5. STAFF RECOMMENDATION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan as outlined in the City Code. Staff recommends approval of the site plan for Lions Park, located at 5524 Upper 146th Street North, subject to the conditions listed in the resolution. ATTACHMENTS: 1. Location Map 2. Resolution 3. Engineer Memo 4. Site Plan 5. Materials 6. Elevations � _'I1i1 •' '� y� ......... . . . . . . . . . . . Site Roads _I Hugo Border RESOLUTION 2021-XX APPROVING A SITE PLAN FOR HCM ARCHITECTS ON BEHALF OF THE CITY OF HUGO FOR LIONS PARK LOCATED AT 5524 UPPER 146TH STREET NORTH. WHEREAS, HCM Architects, on behalf of the City of Hugo, has requested approval of a site plan for construction of an approximately 5,500 square foot Lions Park pavilion and associated park amenities located on the property that is legally described as follows: See attached. WHEREAS, the Planning Commission has reviewed said site plan on April 8, 2021, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Lions Park with the following findings: 1. A site plan is approved to allow construction of an approximately 5,500 square foot Lions Park pavilion with the plans dated March 26, 2021. 2. Prior to installation of any signage the applicant shall apply for a sign permit that will be reviewed and approved by staff. 3. The applicant shall obtain all necessary local, state, and federal permits. Prior to commencement of any grading or site development work: 4. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated April 5, 2021, shall be addressed. Prior to issuance of a Certificate of Occupancy: 5. A final landscaping and lighting plan shall be reviewed and approved by staff and all required landscaping shall be fully installed. Resolution 2021-XX Page 2 ADOPTED by the City Council this Wh day of April, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk 7. 0 0 C7 Z w CO U) 0 00 00ID 0 0 N W U) w w w 00 wsb April 5, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Lions Park Redevelopment WSB Project No. 016105-000 Dear Ms. Juba: We have reviewed the site plan submittal for the proposed Lions Park Redevelopment Project located between Upper 1461h and 147th Streets and Finale and Fitzgerald Avenues in the downtown area. In particular, we have reviewed the following plans related to this particular request: • 95% Draft Plan Sheets submitted 3/26/2021 dated 12/4/2020 by WSB RCWDPerm itAppNarrative12302020 dated 12/30/20 by WSB Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. While separate plans have been developed for the Lions Park project and the 2021 Downtown Improvement Project, the projects will be bid as one project. Bids results overall project coordination will be greatly improved with this approach. 2. Access to the park will be greatly improved for the park as part of the Lions Park and Downtown Improvement Projects. The interior park pedestrian movements are easily made with the combination of sidewalks, trails, open space etc. Parking facilities at City Hall and the northwest portion of the site along with on -street parking along Upper 146th Street, Fitzgerald Avenue, and Finale Avenue provide many opportunities for park users to gain access to the park. A trail will be extended along 147th Street from Highway 61 west to Oneka Parkway which will also aid in providing access to park users. 3. Sanitary Sewer, Watermain, and Storm sewer services to the park building are included in the 2021 Downtown Improvement Project plans and have been placed at the locations requested by the architect. 4. Minor detailed redline comments have been provided on the plans and provided to the applicant and will need to be addressed in future submittals. Stormwater Management 5. The stormwater rate control requirement are proposed to be met through the use of an existing stormwater pond constructed with the Hugo Gardens Development near Judicial S:\Users\R_Juba\DEVELOPMENT PROJECTS\Lions Park Site Plan\016969-000 LTR RJuba - Lions Park Redevelopment.docx Ms. Rachel Juba April 5, 2021 Page 2 Ditch 3. Water quality requirements are met by a combination of both the existing Hugo Gardens stormwater pond and water reuse that is proposed for Lions Park. The Hugo Gardens stormwater pond was oversized in order to provide the stormwater treatment for Lions Park and the City street reconstruction project. Water reuse is proposed to provide any irrigation that may be required for Lion's Park and will be constructed congruently with the street construction project and Lion's Park. Additional stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. Since the project will be bid jointly with the 2021 Downtown Improvement Project, an overall Stormwater Pollution Prevention Plan for both projects will be included in the 2021 Downtown Improvement Project plans. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) KEYNOTES - SITE PLAN Keynote Number Keynote Description G C) r 9 M N O N 0) M +1' TYP U - d 2 L - n + ` 1 O n I� iPI ( N %] , T ^ e TYP V Ul 11 SITE PLAN ill = 20'-011 Y NORTH J L D 1 LOW LIMESTONE GARDEN WALL 2 BENCH SEATING - REFER TO CIVIL DRAWINGS 3 FIRE PIT - REFER TO CIVIL DRAWINGS 4 LANDSCAPING - REFER TO CIVIL DRAWINGS 5 CONCRETE STOOP 6 COLORED CONCRETE PATIO 7 CONCRETE SIDEWALK 8 ASPHALT PARKING LOT - REFER TO CIVIL DRAWINGS 9 HANDICAP ACCESSIBLE PARKING ADJACENT TO BUILDING - REFER TO CIVIL DRAWINGS 10 DROP OFF ZONE - REFER TO CIVIL DRAWINGS 11 OPEN SOD AREA- REFER TO CIVIL DRAWINGS 12 LIGHT BOLLARD (16 TOTAL) - REFER TO CIVIL DRAWINGS 13 FUTURE WATER FOUNTAIN FEATURE - REFER TO CIVIL DRAWINGS 14 SITE FURNITURE, BAR HEIGHT COUNTERTOP - REFER TO CIVIL DRAWINGS xzz C8) Typ a ^ 1 - < 1 a�d a. a[:�4 n.'YN" n o ° ^ "d ^J 1, a d. 1' 1 a 4 n r0 11 TYP I I I I I I I I 1 a 0000 P TY 0 7^ TYP TYP 1 4 11 0 0000 O o TYP a , 11 4 0000 TYP 2 ---- - TYP--------J �------- -TYP- - -J d 10 12 L J 12 ^ .. 0 0 0 0 0 0 (-\ TYP b 7 °7 TYP4 O8 TYP HAGEN, CHRISTENSEN & MCILWAIN A R C H IT E C T S 4201 CEDAR AVENUE 60. - MINNEAPOLIS, MN 55407 TEL. 161 21 904-1 332 - FAX 161 21 904-7366 CIVIL ENGINEER wsb 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 STRUCTURAL ENGINEER BKBM ENGINEERS 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 MECHANICAL / ELECTRICAL ENGINEER emanuelsan-padas canSuIt! ng engineers 7705 BUSH LAKE ROAD EDINA, MN 55439 I hereby certify that this drawing was preparoAa me or under my direct supervision and duly registered architect under the wjoe State of Minnesota. Title: XXXX ONS� By: G Tit X Date: XXXX tration Number: XXXX KEY PLAN CLIENT CITY C)F EST. 1906 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION DRAWING TITLE ARCHITECTURAL SITE DRAWING NUMBER PLAN al .0 Hugo Lions Park Redevelopment Project -DRAFT 95% Hugo, Minnesota WSB & Associates, Inc. Project No........ Issue Date ................................................ PROJECT LOCATION MAP SCALE: NOT TO SCALE 016969-000 April 28, 2021 Address : 5524 Upper 146th St.N, Hugo, M N 55038 THIS PLAN SET HAS BEEN PREPARED FOR: CITY OF HUGO 14669 Fitzgerald Ave. N Hugo, MN 55038 (651) 762-6300 N THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES HAS BEEN DESIGNATED UTILITY QUALITY LEVEL D. THESE QUALITY LEVELS WERE DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE DATA". THE CONTRACTOR IS TO DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE DEEMED NECESSARY TO AVOID DAMAGE THERETO. Sheet List Table Sheet Number Sheet Title 1-1.0 COVER SHEET 1-1.1 GENERAL CONSTRUCTION NOTES L1.2 SWPPP L1.3 SWPPP L1.4 SWPPP L1.5 SWPPP L2.0 OVERALL REMOVALS PLAN L2.1 REMOVALS ENLARGEMENT PLAN A L2.2 REMOVALS ENLARGEMENT PLAN B L2.3 REMOVALS ENLARGEMENT PLAN C L3.0 OVERALL LAYOUT PLAN L3.1 LAYOUT ENLARGEMENT PLAN A L3.2 LAYOUT ENLARGEMENT PLAN B L3.3 LAYOUT ENLARGEMENT PLAN C L3.4 LAYOUT ENLARGEMENT PLAN D L3.5 LAYOUT ENLARGEMENT PLAN E L3.6 SAND BOX ENLARGEMENT PLAN L3.7 PLAYGROUND ENLARGEMENT PLAN L3.8 SEATING AREA ENLARGMENT PLAN L4.0 OVERALL GRADING PLAN L4.1 GRADING ENLARGEMENT PLAN A L4.2 GRADING ENLARGEMENT PLAN B L4.3 GRADING ENLARGEMENT PLAN C L4.4 GRADING ENLARGEMENT PLAN D L4.5 GRADING ENLARGEMENT PLAN E L5.0 OVERALL LANDSCAPE PLAN L5.1 LANDSCAPE ENLARGEMENT PLAN A L5.2 LANDSCAPE ENLARGEMENT PLAN B L5.3 LANDSCAPE ENLARGEMENT PLAN C L5.4 LANDSCAPE ENLARGEMENT PLAN D L5.5 LANDSCAPE ENLARGEMENT PLAN E L5.6 NORTHWEST PARKING ENLARGEMENTS L5.7 COURT ENLARGEMENTS L5.8 SOUTHEAST PARKING ENLARGEMENTS L5.9 PLANTING SCHEDULE L6.0 OVERALL RESTORATION PLAN L7.0 PRE CONSTRUCTION L7.1 PED CURB RAMPS L7.2 PED CURB RAMPS L7.3 PED CURB RAMPS L7.4 PED CURB RAMPS L7.5 PED CURB RAMPS L7.6 PED CURB RAMPS L7.7 PAVEMENTS L7.8 COURTS L7.9 COURTS L7.10 COURTS L7.11 COURTS L7.12 COURTS L7.13 FIRE PIT L7.14 ENCLOSURE L7.15 PLANTING L7.16 STRUCTURES L7.17 STRUCTURES L7.18 STRUCTURES L7.19 STRUCTURES 1-1.0 IRRIGATION PLAN 1-1.1 IRRIGATION PLAN 1-1.2 IRRIGATION PLAN E0.2 ELECTRICAL PLAN E0.5 ELECTRICAL PLAN wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY SN Cn Z 0 W 0Y z 0 U Cn w 0 w Q 0 0 z z O� w U W r = w�� U 0- Q z�QG � Q 2 - U O Li cn00=~z _ � U Z Z Q w =wZ�O } a- 0 U U) - Un Q �< 0 �3:w Z w LU U 0-� Z Q r0UnLCUIw mau,0 LULUC)ZU) Q� [)fww LU _ Of O� U Q O E J J Z Cw G n 0 J w w 0 w Q U) Z 0 J 0 0 U w 3 0 I DESIGN BY: CA CHECK BY: CA CZ G 0 CD H 0 u cD w m Q U w U Q 0 Z Q U COVER SHEET C.P. 016969-000 Q0 0 It 0 Z U_ J 0 N 0 N 0 w a SHEET L1.0 EROSION CONTROL REQUIREMENTS: FERTILIZATION REQUIREMENTS: GENERAL NOTES: SITE SURVEY AND BOUNDARY INFORMATION PROVIDED BY OWNER. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION START. CONTRACTOR IS RESPONSIBLE FOR ALL LOCATES. ALL LOCATES SHALL BE REVIEWED BY THE OWNER/LA-E PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES, UTILITIES, TREES, SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE TO EXISTING ITEMS TO REMAIN (AT CONTRACTOR'S EXPENSE) AND IS CONSIDERED INCIDENTAL TO THE CONTRACT. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO BACK OF CURB WHERE APPLICABLE, UNLESS STATED OTHERWISE. FIELD VERIFY (FV) ITEMS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ** ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER/L.A.-E. FOR CLARIFICATION PRIOR TO ANY ADDITIONAL WORK BEING COMPLETED. CONSTRUCTION STAGING AND ACCESS AREAS: THE OWNER SHALL FIELD VERIFY THE LOCATION OF CONSTRUCTION ACCESS, STAGING AND STORAGE AT THE TIME OF CONSTRUCTION. LOCATIONS SHOULD REMAIN OUT OF THE CENTER LAWN BUT CORRESPOND TO PHASING OF STREET, PARK AND BUILDING CONSTRUCTION. ACCESS TO CITY HALL AND THE BUILDING CONSTRUCTION AREA SHALL REMAIN OPEN DURING THE DURATION OF THE ENTIRE PROJECT. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A ROCK ACCESS DRIVE FOR THE DURATION OF CONSTRUCTION. REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. GENERAL SITE & VEGETATION REMOVALS: ALL REMOVALS WILL BE COMPLETED BY THE CONTRACTOR, UNLESS SPECIFIED OTHERWISE. ALL REMOVALS LISTED INCLUDE REMOVAL OF ALL ATTACHMENTS AND FOOTINGS (AS ENCOUNTERED). CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL ITEMS OFF -SITE, UNLESS SPECIFICALLY APPROVED OTHERWISE BY LA-E. ALL ITEMS AND TREES NOT SPECIFICALLY MARKED FOR REMOVAL OR RELOCATION SHALL REMAIN PROTECTED AND UNDISTURBED DURING CONSTRUCTION. ANY DAMAGE TO TREES AND ITEMS THAT ARE TO REMAIN SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND REMOVALS OF ALL PLANT MATERIALS, WHICH INCLUDES TREES, SHRUBS, GROUND COVERS, ETC. AND SHALL INCLUDE GRUBBING AND REMOVAL OF ALL STUMPS (TYP) AS DIRECTED BY THE LA-E/OWNER. UTILITY LOCATIONS NOTE: PRIOR TO BEGINNING WORK ON THIS PROJECT, THE CONTRACTOR SHALL HAVE ALL UTILITY LOCATIONS MARKED ON THE PROJECT SITE. ALL LOCATES SHALL BE INCIDENTAL TO THE PROJECT. STATE LAW: 48 HOURS BEFORE EXCAVATING, CALL GOPHER STATE ONE -CALL AT 651-454-0002 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS IS A FREE SERVICE WHICH WILL LOCATE UTILITY -COMPANY LINES, BUT WILL NOT LOCATE CITY OR PRIVATELY OWNED LINES. PROJECT LAYOUT NOTES: THE LAYOUT INFORMATION PROVIDED ON PLAN SHEETS ARE FOR BIDDING PURPOSES AND VERIFICATION OF CRITICAL LAYOUT DIMENSIONS. THE OWNER/L.A.-E. RESERVES THE RIGHT TO REVISE THE PROJECT LAYOUT TO AVOID UNFORESEEN CONSTRAINTS, SUCH AS MATURE TREES. UNFORESEEN SOIL CONSTRAINTS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. CHANGES IN BID QUANTITIES WILL BE BASED ON A PER UNIT BASIS FOR UNIT BID ITEMS AS INDICATED ON THE BID FORM. THE CONTRACTOR WILL BE PROVIDED A LIMITED AMOUNT OF CONSTRUCTION LAYOUT POINTS (REFER TO SPECIFICATIONS). ADDITIONAL STAKING OR RE -STAKING SHALL BE AT CONTRACTORS EXPENSE. CAD DATA WILL BE PROVIDED TO THE CONTRACTOR. SURVEYING MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR IN THE STATE OF MINNESOTA. TO AVOID LAYOUT CONFLICTS OR UNCERTAINTIES, THE CONTRACTOR AND SURVEYOR SHALL MEET WITH THE LA-E/OWNER AT THE START OF THE PROJECT TO REVIEW SITE LAYOUT AND GRADING REQUIREMENTS. THE CONTRACTOR AND/OR SURVEYOR SHALL ALSO INITIATE A MEETING WITH THE LA-E/OWNER AT ANY POINT WHEN QUESTIONS ARISE. FIELD STAKING AND GRADE STAKES SHALL BE REVIEWED AS NECESSARY WITH THE LA-E TO ENSURE THAT THE LAYOUT AND GRADING ARE PROPERLY INTERPRETED. FIELD LOCATION NOTE: ALL SITE IMPROVEMENTS SHALL BE FIELD STAKED ACCORDING TO PLAN AND THE CONTRACTOR SHALL MEET WITH THE OWNER / LA-E TO REVIEW STAKES AND MAKE ADJUSTMENTS AS NECESSARY PRIOR TO ANY WORK BEING DONE. SEE ALSO PROJECT LAYOUT NOTES EROSION CONTROL SILT FENCING SHALL BE ERECTED ALONG THE INSIDE OF THE CONSTRUCTION LIMITS IN ALL AREAS OF THE SITE WHERE DRAINAGE FLOWS MAY CAUSE SEDIMENT TO BE DEPOSITED ON ADJACENT OFF -SITE PROPERTIES OR IN AREAS BEYOND THE CONSTRUCTION LIMITS - REFER TO PLAN. THE CONTRACTOR SHALL PROTECT ALL EXISTING AND PROPOSED CATCHBASINS AND STORM SEWERS FROM SILTATION BY INSTALLING AND MAINTAINING EROSION CONTROL FENCING AROUND ALL STRUCTURES FOR THE DURATION OF THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL CLEAN SILT BUILD-UP FROM ALL STORM SEWERS AFFECTED BY CONSTRUCTION, AS REQUIRED, DURING CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE CLEANING OF ALL MUD, DIRT AND DEBRIS IN PUBLIC STREETS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SPOT GRADES AND DRAINAGE REQUIREMENTS: THE CONTRACTOR AND SURVEYOR SHALL REVIEW ALL GRADING WITH THE LA-E PRIOR TO CONSTRUCTION TO ENSURE PROPER DRAINAGE AND GRADING. THE INTENT OF ALL PROPOSED SPOT GRADES AND GRADING IN GENERAL IS TO MATCH EXISTING GRADES ADJACENT TO NEW CONSTRUCTION AND TO ENSURE PROPER DRAINAGE AND BLENDING OF NEW GRADES WITH EXISTING ONES. SPOT GRADES SHOWN ARE TO FINISHED GRADE. CONTRACTOR SHALL SUBCUT IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM ALL GRADES WITH THE LA-E AFTER INITIAL SURVEY / STAKING WORK AND PRIOR TO START OF GRADING OPERATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. TOPSOIL & EARTHWORK REQUIREMENTS: TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN PILES NOT EXCEEDING 8 FEET IN DEPTH FOR RESPREAD. ALL TOPSOIL SHALL BE FULLY REMOVED FROM AREAS TO BE PAVED AND REPLACED WITH COMPACTIBLE SOILS - REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. NOTE: LOCATION OF STOCKPILE SHALL BE DETERMINED BY THE OWNER/LA-E IN THE FIELD. STOCKPILE AREA WILL REQUIRE SILT FENCE AROUND IT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EARTHWORK SHOWS AN IMPORT FOR THE PARK PROJECT. CONTRACTOR TO USE SUITABLE SOILS BENEATH ALL PAVED AREAS AND MAY MINE GOOD MATERIAL ON SITE FOR USE BENEATH PAVED AREAS AND UTILIZE MORE ORGANIC SOILS IN THE MAIN LAWN SPACE WITH REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO IMPORT. EXCAVATION FOR THE BUILDING IS TO BE COMPLETED BY THE BUILDING CONTRACTOR. ALL REMAINING EARTHWORK IS THE RESPONSIBILITY OF THE SITE CONTRACTOR INCLUDING FINISHED GRADING AROUND THE BUILDING AND WILL NEED TO FOLLOW THE CONSTRUCTION SCHEDULE OF THE BUILDING CONTRACTOR, ANTICIPATED TO BE COMPLETED APPROXIMATELY FEBRUARY OF 2022. PRIOR TO PLACEMENT OF TOPSOIL, ALL SUBGRADE AREAS BENEATH AREAS THAT ARE NOT PAVED OR STATED OTHERWISE SHALL BE DECOMPACTED TO INCLUDE RIPPING OR TILLING THE SUBGRADE A MINIMUM DEPTH OF 12 INCHES. A MINIMUM 6 INCH MINIMUM DEPTH OF SALVAGED TOPSOIL SHALL BE PLACED ON ALL AREAS THAT ARE NOT PAVED, HARD SURFACED, OR STATED OTHERWISE. THE TOPSOIL SHALL BE FINE GRADED, RAKED AND DRAGGED TO PROVIDE A SMOOTH, UNIFORM SURFACE FREE OF ANY ROCKS OR DEBRIS EXCEEDING ONE INCH IN ANY MEASUREMENT. TOPSOIL GRADES SHALL BE WITHIN .05 FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. PRIOR TO RESTORATION AND PLANTING, APPLY SOIL AMENDMENTS ACCORDING TO THE FOLLOWING: TYPE I AND TYPE II TURF SEED: MnDOT TYPE 1 FERTILIZER WITH 10-10-10 OR 20-10-20 NUTRIENT ANALYSIS. AMMONIUM SULFATE OR SULFUR COATED UREA SHALL BE USED TO SUPPLY THE NITROGEN FERTILIZER AND SHALL BE MINIMUM 40 LBS AND MAXIMUM 45 LBS. NITROGEN/ACRE TYPE III NATIVE SEED: MnDOT TYPE 3 FERTILIZER WITH SLOW RELEASE NITROGEN APPLY FERTILIZERS UNIFORMLY IN TWO DIRECTIONS WITH A MECHANICAL SPREADER. SWEEP UP ANY FERTILIZER ACCIDENTALLY APPLIED ON WALKS/PAVEMENTS/ETC. TO PREVENT MOVEMENT TO STORM SEWERS, LAKES & STREAMS. WATER THE SITE THOROUGHLY AFTER FERTILIZING TO DISSOLVE THE NUTRIENTS. ALL FERTILIZATION SHALL BE CONSIDERED INCIDENTAL TO THE RESTORATION OPERATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLANTING NOTES: PLANTING BEDS SHALL BE PREPARED IN THE FOLLOWING MANNER: • REMOVE ALL EXISTING VEGETATION AND GROUNDCOVER. TREES SHALL HAVE THE STUMPS REMOVED OR GROUND DOWN. • SPRAY THE PLANTING BED AREA WITH ROUND -UP DURING WARM, DRY WEATHER. LET IT SIT FOR A MINIMUM OF TWO WEEKS AND THEN THOROUGHLY REMOVE ALL REMAINING GROUNDCOVER VEGETATION AND ROOT SYSTEMS. • ROTOTILL THE PLANTING BED TO LOOSEN UP THE SOIL. RAKE SMOOTH WHEN DONE AND REMOVE ALL ROCKS AND DEBRIS ENCOUNTERED. • TRENCH THE EDGE OF THE PLANTING BEDS OR INSTALL LANDSCAPE EDGING TO DELINEATE PLANTING BED FROM TURF AREAS AS INDICATED ON PLANS. • SET PLANTS OUT ACCORDING TO PLAN AND ADJUST SPACING AS NEEDED FOR BEST FIT TO BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. • INSTALL ALL PLANTS AS PER PLANTING PLANS AND DETAILS. • DO NOT ALLOW PLANTS TO DRY OUT DURING INSTALLATION. • LIGHTLY TAMP SOILS AROUND THE PLANTS AFTER PLANTING. • WATER PLANTING BED THOROUGHLY. STICK A HOSE IN THE SOIL AROUND THE BASE OF THE PLANTED VEGETATION TO IDENTIFY AIR/SINK HOLES. FILL IN WITH SOIL AS NECESSARY. • INSTALL WOOD MULCH TO 4" DEPTH. PULL MULCH AWAY FROM STEMS/TRUNKS OF ALL PLANTS AND FORM A WELL AROUND THE BASE OF THE PLANTS AS INDICATED IN THE PLANTING DETAIL. • WATER PLANTING BED THOROUGHLY SO WATER SATURATES THE MULCH LAYER. • THOROUGHLY WATER THE PLANTING BED 2 TO 3 TIMES THE FIRST WEEK OF PLANTING AND 1 TO 2 TIMES PER WEEK (AS NEEDED) UNTIL MAINTENANCE PERIOD IS COMPLETE. wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY SN Z O W z 0 U w 0 w Q 0 0 z z o� w U_ w } _ w w a-0�Q� z°Q�d Q :E - U o J c0 z _ � � Z ��00,� Z Qw <wo 2 W Z d } U H U- U — W Q o� 3: w w ui U � 5 H �oUncu- ma-�u,o w w U z U ui w w _ 13� 0� U Q o J J z O O D DESIGN BY: CA CHECK BY: CA O CD GENERAL z� 0 Z U_ J 0 N 0 N 0 W Q 0 CONSTRUCTION NOTES C.P. 016969-000 SHEET L1.1 16„ _ FOR REMOVALS ENLARGEMENT PLAN "A", SEE SHEET L2.1 hA^�Ac ROCK CONSTRUCTION EXIT 12" X 4 _ 14 611 2 20" ® Ado14" t(X,2' — v r1v 6" 0 \ /10" I \ I / I \ X 14" ROAD REMOVED BY OTHERS I loft I / I(X,- 5 loomLei 411 v $" x9 maa a 14" �4^' Qm•°•a9 ' i6G i�4i ma �I I 20" I I o 0 I � ( 0 1 A 1 TREE REMOVAL (TYP.) / C / Iv I / I 12" I \ 121 i 10 \ 2! LEGEND: CONSTRUCTION LIMITS EXISTING CONTOUR 8531 85 .8�_ SPOT EXISTING SPOT GRADE EXISTING DECIDUOUS TREE EXISTING CONIFER TREE AGGREGATE REMOVAL BITUMINOUS REMOVAL CONCRETE REMOVAL CONCRETE CURB REMOVAL REMOVE SIGN 00000 WOOD FIBER BIOROLL ROCK CONSTRUCTION ENTRANCE (OR EQUIVALENT) CHAIN -LINK FENCE REMOVAL TREE PROTECTION FENCE © TREE REMOVAL CLEARING AND GRUBBING EXISTING DRAINAGE FLOW INLET PROTECTION sF SILT FENCE 110, 01 REMOVE BOLLARD (TYP.) I ( \ v \j I 10 -dmo �l �� / �� / v 511 / _ • • n I \ \ \ . :• *12" I <12� I * 12° •• j O nF 12 bpti O m ---------------------------- \ 12" 12" / ---------------------------- •f •••4.• •---------------------------- n / •• I I • • • • _- _- _- _- _- _- _-_-_- ' / / I � (j 6 611 a — _ _ _ _ _ \ • . � a hti ° a ac a� • — — — — — — — — — — — — — — — — — — — — — — — — — — — — / / / • •: m • . '•- ------- - - - - --------------- / / • �: 6" • . r .♦ .. '----------- -_ � / - - - - - - - - - - - - - - - - ___ / ® ® �/ \ _______—_—_—_— _-- —_— --- I n --_ _ --------- —-------____=_—_— 2"® (a ® ® _—= —— I 0„ 2011 V \ ------------------ ------------------- 9a IN IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME IME FOR REMOVALS ENLARGEMENT PLAN "B", SEE SHEET L2.2 Q v U 10 mom \00 v b I 4 FOR REMOVALS ENLARGEMENT PLAN "C", SEE SHEET L2.3 \ p' 24 va � ry \a ma9 � rya 0 a 20" b C 28" 10"x 10" 0 12" 6" >� 11 r- 101* 10" w(;b WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z _O Lu z 0 U w 0 w Q 0 z O � w U_ w _ H w w d 0� < zo ZLU< < � — U O J U m 2 ~ Z = Lu U Z F oz ' < LL 2 w Z a O }ao<� U w�wQw LuJ = �pU�LL ,,, m , ww(IfUZcn _ Q� (IfU < O Fn J J z LLu G O J LI Lu o1 0� LI 0 Q U) z O J O CD DESIGN BY: CA CHECK BY: CA 5z L O 2 LL O A, u EXISTING CONDITIONS & REMOVALS C.P CO ro co 0 V SHEET OVERALL REMOVALS PLAN i 0 40 80 iia SCALE IN FEET 016969-000 L2.0 WA l \ \ REMOVE ROCKS? (X 12 — � 16" \ REMOVE METAL POSTS / CTRICAL POLES \ \ \ :MOVED BY XCEL I\ I \ I \ I I I I I I I I I Af' f( E=t' ATC I 1 h A C OCRAnX/AI REMOVE ALL BALLFIELD FENCING 0HLVHl7CU O Y OWNER 29 14"� 1 I I \ I 12, \ \ I AGGREGATE REMOVAL � ®I (MAYBE USED AS COMMON FILL I AT DIRECTION OF ENGINEER) I' REMOVE ALL BOLLARDS ---/' \ � TREE REMOVAL (TYP.) 1F" CAP WATER MONITORING WELL -\ � v v v n v n n v n v n n ►A u v v v 20" W 16" 0 18" W 14" 0 20" LEGEND: CONSTRUCTION LIMITS o000o WOOD FIBER BIOROLL EXISTING CONTOUR ROCK CONSTRUCTION ENTRANCE (OR EQUIVALENT) s ), Po EXISTING SPOT GRADE CHAIN -LINK FENCE REMOVAL EXISTING DECIDUOUS TREE �° TREE PROTECTION FENCE EXISTING CONIFER TREE © TREE REMOVAL AGGREGATE REMOVAL CLEARING AND GRUBBING BITUMINOUS REMOVAL EXISTING DRAINAGE FLOW • CONCRETE REMOVAL INLET PROTECTION CONCRETE CURB REMOVAL sF SILT FENCE REMOVE SIGN N wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN i O � w U W } _ w D w a- � < 0 � Ow Q < Q U O J a_ m < �LL_l_ W H = cn0Z = w U z < d Q w LL = w Z a, O } � U LL, LL U) H < 0 U) w w U � � Q H } O cn LCLIJ LL m a- F U) O LULUUZcn w w w _ (if U < O 0 J J z Lu 75 a_ O J LL] Lu o� Lu U 0� Lu O Q U) z O J O 0 DESIGN BY: CA CHECK BY: CA z 75 O 2 LL O A u EXISTING CONDITIONS & REMOVALS C.P. co 0 O Z U_ J SHEET REMOVALS ENLARGEMENT PLAN 'A' 0 20 40 iia SCALE IN FEET wit r. •I:Vallolll L2.1 I I I I I I n I I I 7Z r TREE REMOVAL (TYP.) 12" / REMOVE CHAIN LINK FENCE REMOVE BOLLARDS (TYP.) \ 26" REMOVE SIGN \ LZ REMOVE CONCRETE PAVEMENT SALVAGE AND REINSTALL SKATE PARK EQUIPMENT 15„ 1 I I I I • ava a d° e — — — — — — — — — — — — — — — — — — — — — — — • \ ° ° /I — — — — — — — — — — — — — — — — — — — — — — — — — — dv ♦ d ° v v — — — — — — — — — — — — d ° A♦ v • d — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — d ° • ° •• ° a . ° ♦ — — — — — — — — — — — — — — — — — — — — — — — — — — — d_ _ _ _ _ _ _ _ _ _ _ _ •• ° d ° ° v — — — — — — — — — — — — — — — — — — — — — — — — — — — ° • v\ • ♦ d — — — — — — — — — — — — — — — — — — — — — — — — — — B°° • • ° — — — — — — — — — — — — — — — — — — — — — — — — — — — — r d\ • ° d — — — — — — — — — — — — — — — — — — — — — — — — — v d v d • • • •° v ♦ • v ° • a — — — — — — — — — — — — — — — — — — — — — — — — — — A d• v — — — — — — — — — — — — — — — — — — — — — — — — — — — v° A • e d • ° — — — — — — — — — — — — — — — — — — — — — — — — — — — — v° d d ° — — — — — — — — — — — — — — — — — — — — — — — — — — — ° v — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 d • ° - d A v d v d ° — — — — — — — — — — — — — d° — — — — — — — — — — — — — — — — — — — — — — — — — — — — ° d ° a a v d ° — ev a ♦ a — — — — — — — — — — — — — — — — — — — — — — — — — ° d• d a — — — — — — — — — — — — — — — — — — — — — — — — — — — — • ♦ d v v v A d e_ _ _ _ _ _ _ _ _ _ _ _ ° d a °d d ° — — — — — — — — — — — — — — — — — — — — — — — — — — 'A$ • v — — — — — — — — — — — — — — — — — — — — — — — — — — — A vv ° a — — — — — — — — — — — — — — — — — — — — — — — — — — s ° v '°° d ° I - ° d 4 ° ° ° d — — — — — — — — — — — — — d— — — — — — — — — — — — — — - — — — — — — — — — — — — ° v ♦ ° v d — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELECTRICA, VLL J AGGREGATE REMOVAL REMOVED Rv xr_Fi (MAYBE USED AS COMMON FILL AT DIRECTION OF ENGINEER) 56 L_ g — — — — — — — — — — — — — — - — — — — — — — — — — — — — _-_-_=r=_---- - - - - -- REMOVE TENNIS COURT PAVEMENT, FENCING AND NETS 20' \ v V 0 LEGEND: CONSTRUCTION LIMITS o000o WOOD FIBER BIOROLL EXISTING CONTOUR ROCK CONSTRUCTION ENTRANCE (OR EQUIVALENT) EXISTING SPOT GRADE CHAIN -LINK FENCE REMOVAL EXISTING DECIDUOUS TREE TREE PROTECTION FENCE EXISTING CONIFER TREE © TREE REMOVAL AGGREGATE REMOVAL CLEARING AND GRUBBING BITUMINOUS REMOVAL EXISTING DRAINAGE FLOW V • CONCRETE REMOVAL Q� INLET PROTECTION CONCRETE CURB REMOVAL sF SILT FENCE EKIREMOVE SIGN wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z O U5 ILL] w Q ❑ O w U_ W } _ LLzzDof W 0 0 W W Q 0 Q 0 Q Q — U O �mQ�w LJ) z = w U z Q z Q LL z O=Wa &5 UH>_ 0- LL 0 — (1 Q F >Q> 0 Cn � > W z W LJJ U s J H >-0U'LL m o H U O LLJ LLj LU LU W Lu _ U Q O 0 J J DESIGN BY: CA CHECK BY: CA 0 w m Q U W U Q 0 z Q U 5z G O V LL O Al u EXISTING CONDITIONS & REMOVALS C.P 0 O z U_ J 0 N O CV v 0 W H Q 0 SHEET REMOVALS ENLARGEMENT PLAN 'B' 0 20 40 iia SCALE IN FEET 016969-000 IWW, 15" / a s • : • d d • • • a A� • • • a REMOVE BOLLARDS (TYP.) • d d ° • d• • d • •4 A • d \ REMOVE CONCRETE d° • d , • ♦ PAVEMEN"YP�_ AGGREGATE REMOVAL (MAY BE USED AS COMMON FILL AT DIRECTION OF ENGINEER) ♦ • d• • \ ♦ d ♦ • • d •yam • • 1 L ♦ • ° • • • ♦� • d d d • ♦ ° • • A ♦ ♦ • • • • d • d °• I • ° ° ° ° d • d REMOVE ALL CITY • , a • • °d ♦ ° . °d♦ • ° ° -a• ° a • ELECTRICAL POLE • .0 d • G • d `' d ° ° • • I METERS, ETC - REF IA A • ° • ° ° " F • • ALSO �fO ELECTRIC \ " • • • STREETELECTRICAL POLES REMOVED BY XCEL I • a PLANS x • d a I1 BUILDING DEMOLITION - COMPLETE, INCLUDING ALL BUILDING d° • • STRUCTURES, PAVEMENTS AND FOUNDATIONS TREE REMOVAL (TYP.) \ 12" \ / REMOVE PLAY CURB AND SURFACING I / PLAY EQUIPMENT REMOVED AND SALVAGED BY OTHERS I 01 SIGN?---------�-�—_ • 111 1JIT LEGEND: CONSTRUCTION LIMITS o000o WOOD FIBER BIOROLL EXISTING CONTOUR ROCK CONSTRUCTION ENTRANCE (OR EQUIVALENT) EXISTING SPOT GRADE CHAIN -LINK FENCE REMOVAL EXISTING DECIDUOUS TREE TREE PROTECTION FENCE EXISTING CONIFER TREE © TREE REMOVAL AGGREGATE REMOVAL CLEARING AND GRUBBING BITUMINOUS REMOVAL EXISTING DRAINAGE FLOW CONCRETE REMOVAL Q� INLET PROTECTION CONCRETE CURB REMOVAL sF SILT FENCE REMOVE SIGN I I / I PARKING LOT / REMOVAL UNDER STREET PACKAGE / v I ^ n I FIMPACTS TO THESE TREES? I —Z — REMOVE CONCRETE PAVE I I I *V — REMOVE BITUMINOUS PAVEMENT I 1\/1'\PlAA1T P'1r1 LA-r ' --n CAP /REMOVE WATER MONITORING > >- A > 1 % 12" / 12" 12" SALVAGE AS MUCH AS POSSIBLE BASED ON OUR EXTENTS-' � b `I�. `N - z_..qa' 12" 12" � Z d / X e REMOVE CONCRETE PAVEMENT (TYP.) SAVE CONCRETE PAVEMENT AREA CONSTRCTION LIMITS (TYP.) I \ X / O 40" \ a LL / Aobatio m X0 o9 \ � 28" � O 10" e9Ab X d \ \ \ 10 \/ / \ \ 12,. 4 �a 1 50" 10" web WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN Z 0 F_ 2z U co w Z O� U Lu w _ H L`zzD w D C) w a-0�Qo , O z Q ZLuQ10 Q 2 — U O � m = ~ z _ Lu U Z E 0 z LL Q� Q wp =Luna- } d O Q Lu U LL Cn — Cn H Q u F Lu w Lu U a- Q I p cn o LL ma- Fu,p wwwzcn w Lu _ of 0� U Q O Fn J J z LuLu G a_ O J Lu Lu Lu CU 0� LI O Q � a Cn z O J O 2 DESIGN BY: CA CHECK BY: CA z O O 2 LL O H EXISTING CONDITIONS & REMOVALS C.P co co O 0 z U_ J SHEET REMOVALS ENLARGEMENT PLAN "C" 0 20 40 iia SCALE IN FEET KID[• •I.61111111 L2.3 L O r 0 n n V D V n V n T 3 D D J if ■ \T F TF Tic \\ _� TE lF I I I I I I I I I I I I ■ I I I I I I I I I I I I I I I I FOR LAYOUT ENLARGEMENT PLAN "A", SEE SHEET L3.1 FOR LAYOUT ENLARGEMENT PLAN "B", SEE SHEET L3.2 TE w TE TE E — I �I I w H I w I \I I w ~I lb I / I T � � I w 4 r � _ • 0 000 0010 I I 4 ©0 ---- i •- s FOR LAYOUT ENLARGEMENT PLAN "C", SEE SHEET L3.3 • • • • •• • f •� • ,• • • • •- 4 ••• • N L• r '• i 3 r i I .••s i I � FOR LAYOUT ENLARGEMENT PLAN ' E", SEE SHEET L3.5 THIS PORTION OF THE PARK IS DEDICATED TO THE PAVILION BUILDING CONTRACTOR FOR CONSTRUCTION ACCESS AND ACTIVITIES. INSTALLATION OF PAVEMENTS AND SITE AMENITIES WITHIN THIS AREA TO BE FOR LAYOUT ENLARGEMENT PLAN "D", SEE SHEET L3.4 CONSTRUCTED FOLLOWING THE CONSTRUCTION COMPLETION OF THE PAVILION BUILDING AND PICNIC SHELTER, ANTICIPATED FOR SPRING 2022 - COORDINATE WITH THE BUILDING CONTRACTOR FOR PROPER TIMING, ACCESS AND PHASING RELATED TO CONSTRUCTION OPERATIONS WITHIN THIS AREA I n LLB LLB � LLB a Cl � LL'� LLLw.� LLB t] LEGEND: CONSTRUCTION LIMITS LAYOUT CONTROL POINT ARC TANGENT LINE CENTERLINE AGGREGATE WALK BITUMINOUS TRAIL PAVEMENT 4" CONCRETE PAVEMENT ®4" DECORATIVE CONCRETE PAVEMENT 6" CONCRETE PAVEMENT ®6" DECORATIVE CONCRETE PAVEMENT L6J w(;b WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA z O w U w n r i. O U_ W w _ H W ❑Z Q� W ❑ W d Q ❑ Z OQ Q w Q — U 0 J �m=1zZ _ 0 U W = w Q Z O } a � U < pz Q 5; ❑ U) w�wQw d J = U 0� ❑ �oC/) W ma-[v,0 W W U Z Cn Lu_ LU Q� U Q O ❑ J J z LLu n` I..L O J W Lu 0 Lu 0� LI Q vJ z O_ J O D 2 co ro co 0 v CD w O 00 Z < Q U_ J U u1 U Q Z oN Q o U N 0 W H Q z rO V D LL O A, LAYOUT C.P. 016969-000 SHEET L3.0 OVERALL LAYOUT PLAN 0 50 100 iia SCALE IN FEET LEGEND: wool E!]I 4" THICK CONCRETE PAVEMENT, SEE DETAIL PARK CONSTRUCTION LIMITS (TYP.) •" CONCRETE PEDESTRIAN RAMP 1 . ► �•11 179' — — — — — — — — / d RETAINING WALL 6.5' MONUMENT SIGN, •r SEE DETAIL d/ I •♦ • 6' • R8.5' • I• •I • • , d • , 4" THICK CONCRETE / = PAVEMENT, SEE DETAIL 100.1' / II d R273.1' 6. I I. • d i • 9• � I ' o I. D d i 6.5' 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATE HOMES, SE DETAIL \ 6' 10' - 283.7' 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, SEE DETAIL _ 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, _ SEE DETAIL .l 10' BITUMINOUS TRAIL, SEE DETAIL i PARKING LOT CONSTRUCTION UNDER STREET PACKAGE /�//// r -TRA H AND RE YCLI G / • d 5 158.5' • R 145.0' •• + d A • • • •d • • , • �$ �r • - - A. -T- +• d- - • am •• d . p • d All • •• • A • a. • R4.0' R5.0' d • + • R5.0' d. '• •� - _ _ . R5.0' •d n93.9' R4.0 d R5.0' A • d • - • Al ,sue • ,4 6.5' • , • • • d 44 R5.0' R85.8' n60.7' A d � n155.4' R5.0 4" THICK CONCRETE PAVEMENT, 104.6' 4 ` SEE DETAIL • /. d • • /• I+ 0 • d• FR4.0' •, 21.27' d PA 6.5' � I I I I I • R90.0' I I d CONSTRUCTION LIMITS LAYOUT CONTROL POINT ARC TANGENT LINE CENTERLINE o o AGGREGATE WALK HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS TRAIL PAVEMENT 4" CONCRETE PAVEMENT DECORATIVE CONCRETE ®4" PAVEMENT 6" CONCRETE PAVEMENT DECORATIVE CONCRETE ®6" PAVEMENT W wsb WSB PROJECT NO 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA w Q 0 0 Z o>- Q (If w U w } _ 11 D w D ❑ w d Q� Q ❑ Z Q :E — U O J p}p Q �U_j_ W Cn❑�=Z = w U z 0� ❑ H Q Z Q w = w Z a O w U) — cn Q F-:Q0U) � � w w Lu U � Z Q H �Ov)LuLL ma-Fu,0 LULUUZcn w w w _ Of Q� U Q O ❑ J J Z LLI G O J LLI LLI LLI U 0� LLI 3 L.L O Q v) Z O J O 2 cc 0 w O co Z Q U_ J U w U 0 Z N Q o U N 0 w Q ❑ A, U LAYOUT C.P. 016969-000 SHEET L3.1 LAYOUT ENLARGEMENT PLAN "A" 0 20 40 iia SCALE IN FEET 6.51' -- - - 10, 4" THICK CONCRETE - PAVEMENT, SEE DETAIL n102.37' XR228.3' 6.5' 10' BITUMINOUS TRAIL, SEE DETAIL TE � TE - _ TF - 6" CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES, 4" THICK COLORED CONCRETE SEE DETAIL PAVEMENT BANDS, SEE DETAIL 4' R5.0' R5.0' ,`°• g' f 4' a \ 8' 65.9' 41 ORNAMENTAL FENCE, • d 4 ' \ 4' i SEE DETAIL • .. d A ♦e . 4 • ♦° lei , d ,. • 4 ,♦ , • • • d • ♦d , , ♦♦ • ♦ \ t • d , • • , ♦ d• ♦ , , i + I ° d •• ,• e • ♦ • R4.0 I� PICKLEBALL COURT, SEE DETAIL ♦ lk 6.5' • • • • , • ° d , d d , • • •• , . d .6♦ • a • • . R228.3' d d ♦ ° ♦ d • • • ♦ • ° • • • ♦ • � ♦ ♦ , • e♦ d , s • ` • d P d 4" THICK CONCRETE '' ° ° PAVEMENT, SEE DETAIL ° ° /0 14' ' ° •' °• • R50' ' • • • • d•. • • 4,'' R5.0' 6.5' 6° . a ° • d • • • , • ° • d - I 6" THICK REINFORCED CONCRETE ° • d . • • • . • 22' ° • , d 122' . , . d a d ,�� A - REINSTALL SALVAGED SKATE a A • • , d. ' R79.2' d ♦ , R75.0' -.= ; TRASH AND i ° PARK EQUIPMENT d , •. A , RECYCLING / R3.0' „ R5.1' �� - �� R62.7' R5.0' 6 5, R5.0' BIKE LOOPS R5.0' i' e` 40.83' N 6' • LIMESTONE BENCH (TYP) 17.9' 62' CAFE TABLES 6.5' /d (TYP) 39.5' 47.9' 4' 8' A] A 4' 50' 8' BASKETBALL COURT, 4' SEE DETAIL TENNIS COURT, SEE DETAIL LIMESTONE BENCH (TYP), SEE DETAIL 4" THICK COLORED CONCRETE BANDS, SEE DETAIL 4" THICK CONCRETE PAVEMENT, SEE DETAIL R79.2' • TRASH AND RECYCLING (TYP) °\:' e �• A R5.0' LIMESTONE BENCHES (TYP) �� • R63.3' TRASH AND RECYCLING (TYP) 1 12.9' R149.2' 1 LEGEND: CONSTRUCTION LIMITS LAYOUT CONTROL POINT ARC TANGENT LINE CENTERLINE AGGREGATE WALK HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS TRAIL PAVEMENT 4" CONCRETE PAVEMENT ®4" DECORATIVE CONCRETE PAVEMENT 6" CONCRETE PAVEMENT ®6" DECORATIVE CONCRETE PAVEMENT u LL H LL F w w w H w w wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA z 0 a v U) w w Q 0 z o2i w U W } _ �o_jo' w D w act�Q0 L7 0 Q Q 2 0 0 0 J 0- m Q l_ W cn0�=z = w U z �CE0of� QLL d Q w 0 = w Z a }a-EUI— w U) - cn Q P:QoU) � � w w U � D Q H �OcnLuw m a- F U) O LULUUZcn w w w _ of O� U Q O 0 J J z LSLI G O J LL] LLI 0� Lu O Q U) z O J O co 0 U w O 00 Z 2E Q U_ J U w CD Z N Q o U N NT 0 w Q Cz G O LL O N u LAYOUT C.P. 016969-000 SHEET L3.2 LAYOUT ENLARGEMENT PLAN "B" 0 20 SCALE IN 40 iiia FEET LEGEND: • CONSTRUCTION LIMITS \ LAYOUT CONTROL POINT \ I I .' ARC TANGENT LINE I I a CENTERLINE . n17.5' ` 6" THICK CONCRETE I I o o AGGREGATE WALK PEDE IAN RAMP ; HEAVY DUTY BITUMINOUS TR CATED DOMES , PAVEMENT SEE DETAIL I I � BITUMINOUS TRAIL PAVEMENT A I I 4" CONCRETE PAVEMENT 4" DECORATIVE CONCRETE 6.5' ` • ® PAVEMENT BACKSTOP, SEE DETAIL 6" CONCRETE PAVEMENT DECORATIVE CONCRETE PAVEMENT wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z 0 a 0 co w r 0 z Z O U_ W w } _ zz 0� w w C/) Ow Q Q Q :�i — U O dimQ�U_j_w cn0H=Z = w U z Q a Q W 0 = Lu Z a LLCn-cnQ �Q0Cn �3:wzw ui U � 5 J H � O co U- m a- H U) O LULUUzcn w w w = O� Q� U Q - O 0 J J z LI 5 n O J Lu Lu 0 Lu C 0� Lu �O U) z O J O D 2 DESIGN BY: CA CHECK BY: CA z 75 O CD D LL O Al LAYOUT C.P 0 O z U_ J 0 N O N v 0 6i F Q SHEET LAYOUT ENLARGEMENT PLAN "C" 0 20 40 SCALE IN FEET 016969-000 L3.3 TRASH AND RECYCLING (TYP) TRASH AND RECYCLING (TYP) Q ° a 6" THICK STANDARD CONCRETE PAVEMENT, d a A SEE DETAIL 41 ° � 4 4 4 4 v ° 4 d 4 6" THICK DECORATIVE ° CONCRETE PAVEMENT, d d 4 d 4 v SEE DETAIL 4 d ° d d v 4 4 4d d 4d 4 d 4 d 4 d ° d d d 4° 4 v d ° v ° d p ° ° v 21' ° v d d w 4 d p ° d ° d 4 G 4 d v 4 4 53.7 4 d d a 4 4 d ° 4 d 4d 4 d 16' v d d v I 4 4 d 4 4 d d ° Ld v d ° 4 d v 4° d 29.7' d 4' 4' 20' 4' 15.5' 6' 11.9' 36.1' 12' 6' 15.5' 4' 20' 4' 37 9 4 4 °Id d d 4 ° d 4 4 a °-- ° d ° R5.0' T 20' f-- ---- ----------------- ---- --- --� 20' �` R5.0' d 10 d 11.1' d 6" THICK 1 -15.1' 15 1'-A ° DECORATIVE I .4d d 4 Al ° 4 A TRASH AND Id\ 14 CONCRETE 4 d d 4 4 RECYCLING (TYP) 21' d ' QIS PAVEMENT, I p ° d ° d 4 SEE DETAIL I 4 d \R5.0 ° 4 R5.0 6.2' '� d 6.2' a �4 4 ° 4 I �Z�L 4 d d 4 4 4 Al 4 Q Q d Q i 4 L 4 ❑ ❑ 4 d 1 R5.0' 23.73' LIMESTONE r-� r r-� �`^yL-J�^.� �`^yL J�^.� �`^yL-J�^.� ' 26.36' 6' LIMESTONE BENCH R5.0' R77.8 4 d \ FIRE PIT, BENCH 8, v L; �J L; �J L; �J 4 7 6' SEATING AREA, 4 SEE DETAIL i _- `.v,� rv,, `.v,� - rv,, `.v,� rv,, SEE DETAIL BISTRO TABLE ° a L_J LIJ L_J d� AND CHAIRS (TYP.) ' � 1 d PLANTER SEATING AREA, 4 r-� r-� ` ^yL-J �♦` ^yL-J �♦ r-� r-� ` ^yL-J �♦` ^yL-J �♦ 4'4 �� BIKE LOOPS (TYP) 48 PLANTER ON SEE DETAIL -� r, r� r, r " r� r, r� r, 6" CONCRETE PAD d d 4 R75.0' d4 L; rJ L; rJ I L; rJ L; rJ 4 8' '� �_� �, ,� �_� �, ♦�,L_J �, ,� �_� �" 7.6' TRASH AND R5.1' 6.5' HIGH TOP TABLE, SEE DETAIL RECYCLING (TYP) r--i rl-i r--i .♦ram .♦ram .♦ram d d Ir 4' ❑ rti, rti. rti. ❑ 4.4' d da L; �J L; �J L� �J I 8' I L_J L J L_J 7.7' 96.7' d 6.5' 6" THICK COLORED CONCRETE a „ r-� „ ^ r-� „ ^ r-� „ ^ r-� „ ° 4 ° d v d d v d 4 14 TRASH AND PAVEMENT SEE DETAIL ('L-J1 ♦) (yL-J1 ♦) I ( yL-J1 ♦) (yL-J1 ♦) �♦ �♦ �♦ �♦ ry r, r� r, r� r, r� r, 6� 22.6' v 4 a 'd RECYCLING (TYP) 4' i `' J `' J ♦ r j i `' J `' J , 4 3' d L_J L_J L_J L_J Al 6' PICNIC TABLE (MOVEABLE) d d I I G R5.0' 8' ^r-� ^r^ yL-J,e . , yL ^r- J.e ♦ yL-.Je • , 17.5 a I . . . r" r� r" r� r" r� 6" THICK R5.0' ° CONCRETE i d 64.4 4 , ♦;,__� �~♦;,_ ❑ " r' �� , ♦�� 4.4 a v ° CONCRETE ' PEDESTRIAN L-J L PAVEMENT, -- 4 4 RAMP WITH d ° a ° d v ' 1.6' 4 d SEE DETAIL TRUNCATED - - a - ° 5.8' a - - p- d - - - - d I va d 4 DOMES a 4 d v d 4 - - - - - - 4 15.6' 15.2' 4 6' BENCHES 4 d R5.0' 4 ----- --- 0 - o I o ❑ - - - - BETWEEN 30" -I-- Q v 4 PLANTERS v - 22.8' e 4 ° d d 4 14.61' I a a d Id 4 ° 44 4 d - d 66.4' o I o d 4 d ' ° 4 - - - - - d 4 - ° ! PAVILION CONSTRUCTION BY OTHERS - - - - 4 d v 4 II CONTRACTOR IS RESPONSIBLE FOR 6.5' 6" THICK CONCRETE 62' 5' IdII o COORDINATION OF WORK SHELTER PAD, SEE DETAIL ° LAJ I 6' LIMESTONE BENCH 4' L PARKING LOT PAVEMENT, CURB, HC SIGNS � BIKE LOOPS (TYP) O O AND STRIPING UNDER STREET CONTRACT v 30.8' - CONTRACTOR IS RESPONSIBLE FOR d ENCLOSURE ON 6° 18' 12.3' 8 ° `;' -�`;�' COORDINATION OF WORK CONCRETE PAD, �- 20.59' 1 v I SEE DETAIL I - - ° - - i d Q ° ° JA --� > a 4.2 '41 a I a 4 I 9 8' I I� 4 d I 4 4" THICK CONCRETE PAVEMENT, n d d 14 4.5' L----------------------------------- °------ d 14.8' - SEE DETAIL R5.0' d R5.0' - - - 1 d R5.0' 4 - - R5.0' - - - 8.63' a 4 4 d 4 d 4 v ° v d 4 d p 4 a 94' �' d ° ° d v v I� d ° ° d v v ° 4 d ° v d v d 4 d °a 17.1' T PARKING IGN MOUNTED ON ENCLOSURE PIER R5.0' R5.0' a d 4 s a ° d PARKING LOT CO STRUCTI N AND 20' a ° a a STRIPING UNDER TREET PROJECT, CONTRACTOR IS R ESPONSIB E FOR 45.9' COORDI IATION OF NORK ' s Pie PARWN,8i D s D i LAYOUT ENLARGEMENT PLAN "D" R5.0' R5.0' d d 4 ° d .4d v CONCRETE PEDESTRIAN RAMP WITH TRUNCATED DOMES LEGEND: CONSTRUCTION LIMITS LAYOUT CONTROL POINT ARC TANGENT LINE CENTERLINE AGGREGATE WALK HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS TRAIL PAVEMENT 4" CONCRETE PAVEMENT ®4" DECORATIVE CONCRETE PAVEMENT 6" CONCRETE PAVEMENT ®6" DECORATIVE CONCRETE PAVEMENT 101 0 10 20 SCALE IN FEET wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA U) Z O / NW I..L o 0 co\ U W � W Q 0 0 z o� w 0 w = �� co It Lco u Lu tl Q cl CD u0Lu QmQ CD Q 2- 0 O J}HLLIfn w 00 O z CI H= z w Q Q U �QZQLL w tZO OQw ILL CD N Q Q � w z wLu Ca) o U w 5 J N >- OU)wLL maF-u,0 ULU(.)ZU) Li ww w U Q - O cl J J 0 z Lu a_ O J Lu z C G Lu 0 �-- O Lu U CD Lu D LL Q O z U O J O 2 LAYOUT C.P. 016969-000 SHEET L3.4 LEGEND: CONSTRUCTION LIMITS LAYOUT CONTROL POINT ARC TANGENT LINE CENTERLINE boobo`> AGGREGATE WALK HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS TRAIL PAVEMENT 4" CONCRETE PAVEMENT DECORATIVE CONCRETE ®4" PAVEMENT 6" CONCRETE PAVEMENT DECORATIVE CONCRETE ®6" PAVEMENT W wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN Z O w ry w Q 0 z O} F� Lu U w _ H W zZ W W w Q O 2E Q z w Q Q - U O � 0 = H z _uj U Z E 0 iy- Z Q Q a- w 0 2 W Z UL } d O Q � U �Un—UQ H Q � 0 cn w Lu U � D Q >- 0 U) m a U O W WJ]f U Z U)W W ui _fY0�UQ O E J J z Lu In O J Lu Lu Lu C 0� Lu � 3 O Q 0� U) z O J O DESIGN BY: CA CHECK BY: CA Ali LAYOUT C.P co co 0 v O z U_ J 0 CV 0 N 0 CN W Q 0 SHEET LAYOUT ENLARGEMENT PLAN "E" 0 20 40 SCALE IN FEET 100061106111110 L3.5 LEGEND: CONSTRUCTION LIMITS LAYOUT CONTROL POINT ARC TANGENT LINE CENTERLINE o o AGGREGATE WALK HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS TRAIL PAVEMENT 4" CONCRETE PAVEMENT DECORATIVE CONCRETE ®4" PAVEMENT 6" CONCRETE PAVEMENT DECORATIVE CONCRETE ®6" PAVEMENT wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN Z O Lu ry Z 0 U W Z O} Lu U w _ H W Z Z D W D m W 0� Q O 2E Q z W Q Q — U O m = ~ z _ � U Z E 0 Z Q Q a- W 0 2 W Z Ul } d O Q � U u- Un—cnQ H Q > C) cn W W U � D Q �0Unr� co UL--- UO W Lu U Z Un W W ui _❑Y0�UQ O E J J z Lu In O J Lu Lu Lu CU 0� Lu � 3 O Q 0� U) z O J O DESIGN BY: CA CHECK BY: CA Ali LAYOUT co co 0 v O z U_ J 0 CV 0 N 0 CN W Q 0 SHEET SAND BOX LAYOUT ENLARGEMENT PLAN 0 10 20 SCALE IN FEET C.P 1000611061111111 L3.6 LEGEND: - CONSTRUCTION LIMITS a A -- LAYOUT CONTROL POINT ARC TANGENT LINE CENTERLINE boobo`> AGGREGATE WALK HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS TRAIL PAVEMENT 4" CONCRETE PAVEMENT ®4" DECORATIVE CONCRETE PAVEMENT 6" CONCRETE PAVEMENT ®6" DECORATIVE CONCRETE PAVEMENT N 0 10 SCALE IN us] wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN Z O w ry w Q 0 z O} F� Lu U w _ H W zZ W W w Q O 2E Q z w Q Q — U O � 0 = H z _uj U Z E 0 iy- Z Q Q a- w 0 2 W Z d } d O Q � U u- C/) —cnQ H Q � 0 cn w w U � D Q >- 0 U) m a U) O W WJ]f U Z U)W W ui _fY0�UQ O E J J z Lu In O J Lu Lu Lu C 0� Lu � 3 O Q 0� U) z O J O DESIGN BY: CA CHECK BY: CA Ali LAYOUT C.P co co 0 v O z U_ J 0 CV 0 N 0 CN W Q 0 SHEET PLAY CONTAINER LAYOUT ENLARGEMENT PLAN FEET 100061106111110 L3.7 LEGEND: CONSTRUCTION LIMITS LAYOUT CONTROL POINT ARC TANGENT LINE CENTERLINE boobo`> AGGREGATE WALK HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS TRAIL PAVEMENT 4" CONCRETE PAVEMENT DECORATIVE CONCRETE ®4" PAVEMENT 6" CONCRETE PAVEMENT DECORATIVE CONCRETE ®6" PAVEMENT N 0 4 8 0 4 8 FIRE PIT SEATING LAYOUT ENLARGEMENT PLAN SCALE IN Fiiiia EET 2 SEATING LAYOUT ENLARGEMENT PLAN SCALE IN Fiiiia EET wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN Z O w ry w Q 0 z O} F� Lu U w _ H W zZ w w w Q ( O 2E Q z w Q Q — U O � 0 = H z _uj U Z E 0 iy- Z Q Q a- w 0 2 W Z d } d O Q � U �C/)—cnQ H Q � 0 cn w Lu U � D Q >-0U) co a- � U) O W wUZ(n W W ui _ of 0� U Q O E J J Lu I O J Lu Lu Lu CU 0� Lu � 3 O Q 0� U) z O J O DESIGN BY: CA CHECK BY: CA Ali LAYOUT co co 0 v O z U_ J 0 N 0 N 0 CN W Q 0 C.P 100061106111110 SHEET L3.8 Ir In Ln N O N Ll N M s J O O O m 1.0 Q" O ru U 0 0 0 m rn 0 LEGEND: CONSTRUCTION LIMITS LP LOW POINT 0000o WOOD FIBER BIOROLL I.E. INVERT ELEVATION SF SILT FENCE TC TOP OF CURB INLET PROTECTION EX EXISTING GRADE EXISTING CONTOUR FV FIELD VERIFY F-EG GUTTER GRADE EXISTING DECIDUOUS TREE rF SG SUBGRADE EXISTING CONIFER TREE FOR LAYOUT ENLARGEMENT PLAN "A", SEE SHEET L4.1 FOR LAYOUT ENLARGEMENT PLAN "B", SEE SHEET L4.2 TF PROPOSED CONTOUR CROSS SLOPE DIRECTION r TE DTL NON -PERFORATED DRAINTILE E Z ��TEXISTING SPOT GRADE- --> PERFORATED DRAINTILE ------------------ GRADE » STORM SEWER ILI wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY SN U) z _O w ry z 0 rr U U) w 0 n r i Z O } F: 75 U_ w w _ H ❑Z = wD❑w d 0� Q ❑ zuj< Q — U O J Cnm2~Z _ 0 U Z Z QLL = w Z ui a 0 }a O Q uj Fn U Q ❑ C/) w�wQw d J = U 0� ❑ �OUw mw[�n0 wwUZCn Lu _ Q� (If U Q O ❑ J J z LLu 75 O J Lu Lu 0 1 Lu U 0�w � 3 �O U) z O_ J O 2 DESIGN BY: CA CHECK BY: CA z 75 O (D LL O A, GRADING C.P co ro co 0 v O Z U_ J 0 N 0 N 0 N w H Q SHEET OVERALL GRADING PLAN 0 50 100 SCALE IN FEET 016969-000 0 ryp? ,y5°o xb qpq` X � �b ob ryy. 6ry O XO qQo d' 0 GG:925.88 — — — Xe' 5 Pd O XQe X9 Q ti9h��o ryc�"y o` /5 yyb �co rn h99 II I ryx0 9ryQo^) X � • 9 1 e�,P0ry7 XO qQq by pry tiO�y o, X 0 • 0 ti tibA X N O f Y9ep90 X X I� o, 928.67 928.97 XO � ry0 x' GG:928.47 x N� C TC-928.50 A O h XO le II 0& 9yo X TC:929.77 ^O019 q`0 ^y1 "Og6�,gp ^99b�p a�VO b e' ^yA dry pad 0 ^�'^y 6�bpQ XOry'° - - - '�`a' -XO X X9 i0. Ap ^y ^^ 6lVp X qp0 l Xb.X 0A A 1tiy 23+ 0 Xb9� yy o�, �ati oh 24+00 X o 4,p' ^AO q X -ryb ^y 00 X 9 X9 qa0 O�� ^0 A'. X q 9a� X ro a Q° 1 14" 141. d 9� X Q� ry p 0y X Q 5X 1h �N ^X YOryb o, yh �, c}� ey TC:928.50 X95�_ % ry5 9'1X X 9AO�y X�'hia9 qQq X 9 qQo ^y�b�oc x9�e° x9 0� x qa°j tip^b yti d^�.bpy� X X e 90e", log 0 12" bAyb yyG`C�l X Z yy 4dGQ4 �OA� LEGEND: CONSTRUCTION LIMITS LP LOW POINT 00000 WOOD FIBER BIOROLL I.E. INVERT ELEVATION SF SILT FENCE TC TOP OF CURB INLET PROTECTION EX EXISTING GRADE EXISTING CONTOUR FV FIELD VERIFY EXISTING DECIDUOUS TREE FGG GUTTER GRADE SG SUBGRADE EXISTING CONIFER TREE CROSS SLOPE DIRECTION y PROPOSED CONTOUR 88958 EXISTING SPOT GRADE DTL NON -PERFORATED DRAINTILE �—� PERFORATED DRAINTILE 889•58 PROPOSED SPOT GRADE » STORM SEWER HP HIGH POINT pryy ryp,` X 5� p� �O'p ♦ �pOAti'�O d� �i0 . Py o0 .VO�R'�To` VO�'L'� P pb yy X0 X9�p� X A' S X ryP ^b�' xl- ryb'�9g X F- — — — — — — — — — — — — — — / tiy9� py \ y � 00 tid 'py° X .X PO Y x�5 POry N Q� X9y� 00. b / xg� �,9� tidbA yb .X 00 O 0 x9 qQ° ryp°'hgd'` X XyA�� ryyA , ryp ryyob p0 y"%'� 0.p i:9 ry^ X �Oryh a, -®li 9h0 q i X9. �.� yYG�y" \—=—=7= byAA X Oy ��//�� do W O by 6 XOAz� � y \ A � �I� `LA9A P^ APp' P 6 y � 0 ry9� p6 yAb (' � _Y \,J, / 9A°n q 0 0 O q' ^h9^9 XOAzq J(Ae X�e XO qQo �� .A^gQijr,(4, O .."+" X X wsb WSB PROJECT NO 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA U) Z _O rn V ! L^Lr'I li Z �_ a U W w Q 0 z Z 0� w U w = } co nw �z// p w cl LL IL Q O Q ZZ Q 1-3 fn V < 0 J}HUJ(n w m O Z c/)m2=Z 2 W~ U Z Q U J H w CL Q 0 = U U w Z a OQw }d�UH LLU�U� Q o z V oN N H Q 0 � of�:wZw o U J Fm- N }Ocnww ma�co0 wwww� w U ~ 2 Q — 0 0 J J p Z 5W ^G I..L O J W z � W 0 O W U CD 0� W � 2 LL < O ^ F_ v) Z C.) O J O 2 GRADING C.P. 016969-000 SHEET L4.1 GRADING ENLARGEMENT PLAN "A" 0 20 40 SCALE IN FEET I/ 0 0� e a 11 A 16 ��/` hA � O Ary. 9 X 9A� /7C\ 16" 1 g�� °�°°e 20 6 � ., a --- - x 6°j^90 " e° ati90 t aaA tee "0c 4 c° a ^�0`�C ry 694�a �C ,� 69ry9a �.0 NS b a9 6ry9 . X9 0�2 x Q 20" A 20" X c 0 6� t�Ah 9A X 0 24" 069�0�o�� 61�'L�' 61A y9 -TE� TE TE e, LEGEND: CONSTRUCTION LIMITS 0000o WOOD FIBER BIOROLL SF SILT FENCE INLET PROTECTION EXISTING CONTOUR EXISTING DECIDUOUS TREE EXISTING CONIFER TREE y PROPOSED CONTOUR 889 58 EXISTING SPOT GRADE 889•58 PROPOSED SPOT GRADE HP HIGH POINT LP LOW POINT I.E. INVERT ELEVATION TC TOP OF CURB EX EXISTING GRADE FV FIELD VERIFY GG GUTTER GRADE SG SUBGRADE CROSS SLOPE DIRECTION DTL NON -PERFORATED DRAINTILE �—� PERFORATED DRAINTILE » STORM SEWER wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z 0 Lu ^r' li d Z z 0� W U w } _ H w z w d Of Q z U)0Q�Q < 2 10- aci)0°=~z 2 2 W ~ U Z H w r 5i Z Q 0 m:WZ } W d � U H LL U) U)n _ H Q 0 U) ��:wZw } 0 U) ma�cl)0 wwWLLJ W W _ W U Q 0 J J z 5W nL a_ O J Lu W w CU 0� w O Q 0� U) z O J O 2 DESIGN BY: CA CHECK BY: CA C� w m Q U w U Q z U z 75 O CD LL O F_ A, GRADING C.P. 0 O z U_ J 0 N 0 N 0 a 6i Q 0 SHEET rl_" GRADING ENLARGEMENT PLAN "B" 0 20 40 A 7 SCALE IN FEET 016969-000 L4.2 LEGEND: CONSTRUCTION LIMITS 0000o WOOD FIBER BIOROLL SF SILT FENCE INLET PROTECTION EXISTING CONTOUR EXISTING DECIDUOUS TREE EXISTING CONIFER TREE 9 PROPOSED CONTOUR 889 58 EXISTING SPOT GRADE 889•58 PROPOSED SPOT GRADE HP HIGH POINT LP LOW POINT I.E. INVERT ELEVATION TC TOP OF CURB EX EXISTING GRADE FV FIELD VERIFY GG GUTTER GRADE SG SUBGRADE CROSS SLOPE DIRECTION DTL NON -PERFORATED DRAINTILE �-� PERFORATED DRAINTILE » STORM SEWER I6I wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN Cn z O Ill ry z 0 a- a 0 U) w 0 w Q 0 O z Z O H 75 w U W } _ w : ❑ w u Q ❑ Z UJ Q Q U O J lu_j_ W = Un❑�Z = w U z �Ul' ram Q a Q w w =wZULO LL U) - Cn Q H Q 0 ) 3: w w UJ U � Z Q H }0Uquw ma-�Uo0 LULUUZU) w w w _ (if 0� U Q O ❑ J J z LSLI nL I..L O J LLI LLI Lu U 0� Lu O Q 0� a_ n U) z O J O 2 DESIGN BY: CA CHECK BY: CA z 75 O CD LL O A, GRADING C.P. co 0 O Z U_ J 0 N O N v 0 a w Q ❑ SHEET GRADING ENLARGEMENT PLAN IICII 0 20 40 SCALE IN FEET 016969-000 L4.3 ebb tl 1 )I 932 hry9Aryp'1\w X u c eti�p bye°tc 9A�e` X o ° LEGEND: � btie016°ee 933 Xp�9 CONSTRUCTION LIMITS LP LOW POINT 9yry'C pqh S X cif X 3e 0000o WOOD FIBER BIOROLL I.E. INVERT ELEVATION Q° l°Oe 6�'�'� o9CD 0.y `L `F�c pa�rya•° c 6e`^°a°cam ha"'°Q"° ` X9�9 69`A,,i°° S F SILT FENCE TC TOP OF CURB X°r XJ`X� Xer°X° X ':932.35 INLET PROTECTION EX EXISTING GRADE EXISTING CONTOUR FV FIELD VERIFY 0 15° GG GUTTER GRADE 69 otio= � EXISTING DECIDUOUS TREE X � EXISTING CONIFER TREE SG I SUBGRADE 6 �'ap �^�`` °X9 CROSS SLOPE DIRECTION yPROPOSED CONTOUR x XA NON —PERFORATED DRAINTILE ;2.6 RIM:931.89 889.58 EXISTING SPOT GRADE IE:928.59�—� PERFORATED DRAINTILE tl ry �0 889•58 PROPOSED SPOT GRADE p fee 0 � y5 y9 �°e X9 °°= —"' � » STORM SEWER x HP HIGH POINT ep qq x 71{SB XpOp\X X ° INV: W 12 928.72 tiy9Y Ih9�pyi1v1:932. �hI"be`O°e tiyAtiS�°use ,�9AAc°°e INV: W 921.16 V e° �pO V hy4 P� .r0 6°' 4 4a 6° a 03 e '�pA`Y. by Al 9A X9 o^ 6pry� O y ry CD O 6 `OO� 99 y0 .p0owMo rx Q T Oy 0 y0 Ary4 9 Qp X `16�ry90o0O 3 o 0'a a°e 'L a P 0 9y A° p Qo 10" I 196� 9hry �e �'grcq °V pep X A XI -le X wsb WSB PROJECT NO 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA U) Z r_0 V Lu LV Z O F_ a- Df U U) LL 0 u O� W U w }= � w z p w d Of Q Z U)0Q�Q U Q�-c~j0 J}�w(n w m O Z c/)m2=Z 2 W~ U Z Q U J Q 0 0 = U w Z a OQw } CL < CA UJ � Q o z V oN N H Q U w�:wzw o U w J F N } 0 U) LL maI-w0 Ww w i�: w U ~ _ Q — O 0 J J p z SLu nL I..L O j Lu z LIJ 0 O Lu U CD Lu 0. Lu LL < O I _ / z U O I GRADING C.P. 016969-000 SHEET L4.4 GRADING ENLARGEMENT PLAN "D" 0 20 40 SCALE IN FEET O gry002 g Qo X b°AAyy o°aa\ 0° RIM:931.89 XgAa I E:928.59 `aim by 9rO O2 Xg.y+O b°b,'Abry opt" Xg g"p A o 01 p� P mgA,P. GP 932.4 X 5 Q� b IIX X1A °ma° 932.29 , x b°o-r 6�A A ti0� X 5 TC:931.97 GG:931.47 t X I I Atio X°e n= A EllX � v 0 I o m TC:932.43 ^ v �g A ygAP l a\a X h ryb",� ix 20rr A X �� as W a XpAe °a *0,754 W gA ae: Lu r I I I W A v ry6Op gae\ bo'^ by \�a \ / \ ry° n X9Ae ° XgAaaO °pb" \game pA X e ti yry�0� ^^gA ,� xg Q ° Abeo gaeX b Ary. G� b^° OP 0aa i g � 932.95 °A °' � g aO I e TC:933.10 °j ag GG:932.60 932.90 ,ryO � O o Xg` n 933.40 932.45 9y. y5 \ G ti ry"b o o A a g ag X a G aX " p ry9 �o ry as X°Ae oa I OA O --- c1g e ° Q X ¢ XgAe� Xg i ° Xg aQo y6 Pp ryy� ryOry "g ad' X X 1 41 gA y\ 6rr ry�ry� g X ° �' gAmad `IygAry�A �pta 6l �JA � ryy^Ati AA. X aa°j X 4 X dA 1A 02 ti AA' O 9 X ypoA b 0 oryAe i(°.s X X 6 yp ArygP o 20" Xg� ry�A ti Xg Q�V X ADO°°tea CD o D A x rLOA'P� y0. y "°h5 OryAp� X M Qo n I I III A b y°A`I,'0Ab Xg.X yb Pyb ti9�Y o` I X LEGEND: CONSTRUCTION LIMITS LP LOW POINT 0000o WOOD FIBER BIOROLL I.E. INVERT ELEVATION SF SILT FENCE TC TOP OF CURB INLET PROTECTION EX EXISTING GRADE EXISTING CONTOUR FV FIELD VERIFY EXISTING DECIDUOUS TREE GG GUTTER GRADE SG SUBGRADE EXISTING CONIFER TREE CROSS SLOPE DIRECTION y PROPOSED CONTOUR EXISTING SPOT GRADE DTL NON -PERFORATED DRAINTILE 889 58 �-� PERFORATED DRAINTILE 889•58 PROPOSED SPOT GRADE » STORM SEWER HP HIGH POINT 0 ryr pryo- ry�� 9A'I•p AgA,'�\ Xg qQ� bbgb X eX X 5 A'LA�y 6 Xg AryAry'! b Xg A �. Xc A°�..\° A�°y A"A"g AgA�' ` gA 9A gA O Xg is X O XA.b � O° X p x yQ° A9ry0. X yQ X e � 9 \ Ay " A� ry A AA A�' \ >Q A A' X e� 1 Z- A g a x p A� A'\ xg �Qo X°+�o° pA \ Ary�y'1, ry^^ rr AryAA A9AAP 0 ry X•c 1 °" y �La O p 0 gAy A A"y` /� 1Zrr bry X '1 O 1Z'r 7ryCOAAa °o \V Crr rypO�i'q'PiP\XOOA°AA\ Ary9AA^\ A9Aryp♦ pygg A'LA�,byg X e`r� I _ xg eX / \ p °X /V/\ 12- �n V e��i X X.:Qo X eX `h�"L0\ Xg e`r A \/�1y\/ 1Zrr A9AAy\ O rr .IO ^•Ly Xg aQo^OPb ...X e� 1Z11 'op0. �y X yQ° X°Ap; °\.. by A�'A'1'°\ xg Q° y° 'I�.P 9g A`L,�A"\ 6 p ApAAp` X y Arl,ArypO x^� Ary°g6 Ary ^�. X9O ° X°ee° ,�A"�yd ApA�,` X \ X x9 Qo Aryp'�,'oO gA - A'4� `S_ _ _ _ _ _ yQ° Ary°AO O.. A,Poprypti xg�d' a�°p b° _--_ _ -Xg'0.° 9A'L\ 9 ". tiop� p X9 eX xgAypp Opp - g'�y'�y♦ rypP� p^�b x yQo A9Ary� �A"p Ag'YA°\ (yfT/..V��}�/{ 1910 ♦°Ab Xg X a W �hry y ` •_ 4 ^° X g Q° �. ryy° O O g e Ary°AA'lAb`4°A pry A`I•Y,\� ` ry� XgA� XO ec° Ago ryO 6O xgAa`� AOA�O _A9�'1P "y,e O ApA\g gA p♦ '� AV A° ♦ o 'I°°1g b e '� Apt x"'Qo..... A x � A �'hM.. X ^ gQ X A0 Aryp ,Pp° \ryoo�`A°x9A Qo _ Alp XO eX 0 - ry�g^0 Ar�AryOg p OA gO ryp^"� XbH� O'\ AOA°v. X\°j y� h X; .� p0 A'1•A. ApAAy X yQo ApA o\ .POP Ary X�W�'¢g° Ob ^X 0� A A9Ary \ X yQ° x e\ _ `h�"A�.OA yp ^ ,�"^. X eQ"g� X e ryByA Ary90 A"''rytQo XA� X p.... __Ab �P -�ry OA ,x9y AgA Qo �g x9 e �X ^' '� .P p e� X AAry. 0X si F X°� of p'4 i F e;_ gAPy" PP X Ary'Pry� CP` b ♦ F• yy ry 8 ryp y0 O° p'1 ° o X eX x e\ A,4 AOP ,Ly°^p gA ^O° A A �.'\ ll AryoAod' yygP. x oPryb 9ryo 4�� og ry� . g X�� AryAy' tib A"ySryry'. oAQ� A 9Ad ,gA0. ` tO\a �V�O° 1 Zn A0 p 1 Z�r X O'\ xg y z X AOAy'\ �, X eAgAP ♦ Ag�'g\ xgCag .i. Alb X ry X �° X z V g O Ag 1 rr 110 e X Xg5° b"A AaA\AR x X g Q° e °b!, A °\ 4xgz ryO Ab / x I( X 41,11 1 Z" / A9^y0.�6 XgAy\ kgAa� Xw W / \ X 6r X a` gaQo x b^ b Err 06 „ 06 rr xz 933.65 933.81 4.2% 936.75 QQ �L \ g a + A byry o aC Q A aA X c b 934.12 5 I AOPyyAoa A X"° C 6 933.82 Ay 18" YQ 932.52 4, ° TC:932.75 xg�A GG:932.25 932.75 A I ryAp�ryyb ry A AA'10 Xg eQ°"h -`-!: qv ryA� .y9�`y� AgAA , _ J 81 r p.�'� Ag x- o A"AO°A O `h gA�.�\ X Q rygAti. x Q° x xg 9c° x Aryy\ �PdX '\C° rV�Ary heAS b A P AQ�'ry \ 'd`o 'P _x e� 'yylgy 0 c, �..BQ° AryAIPyA AryA°yb A`IA,yphp ry9AO9-`hry� � �" ^ \ yp 'QD AryAyry^ AOyo A a °c ph cP X y4a X Qo X X yQ° x qQo A A . \ `yrLA.p♦ Xg Qo AgAA °\ xgA� Xg e� geX yPA x 5 V e O AryAPy....AP,�Ao^0- - _�PAbA^P ArygA° 6 Xryg 5 ° OA ,yD7 Ary�� oo A A"A Ao xg�� xg W 6 V ryy9y ce e° V A9X'�,:�0�° � °QX°°Xd Ax�9b QPop AAx9�A'A,d°O�� p° .PA�`yxh'01 0y Axry9Aoecp°\ AXry°Qg°'ryyQ�° AryAeQ xg ^OrO p00 x loe o x x9 O° Xg� ryAyAp° XgA'LPP x 28rr ° 10r1 x �"g'�Ayo gyQ° AgA90 X � �/ v °O b A,yb x b /\ Orr A"'1"A "�AAOM1 A9A °0. AAyp AAA X6 A"� V X 5° x°A X �° Ary xg°ao Xg Qo g /�9°j,yo ti9 ^g'1. pA x9A90 ��gA`�PgqA,P'L°X9: X e X A ^A IIMP, AA g A A AA°b , ryAAg g o b 101r AMP ry H. ��f) A � gA A ° Xg� ^p°X e° po` O 12rr v 9Ayo A�A A"o i-° �i 6" MATCH EXISTING: -933.0 P X \ A9 yo \ Q° Ary.P�QP+aQo a Ary'Yg6A'L gA yP °p PI yAA� X Vv TC:933.66 GG:933.16 n I I 9 633 6 5 v TC:933.20 GG:932.70 n I xgy r r9A"9y 4 �a me Q 50 101r y h : a9"bry x � � A9rypb r� Vi I o f i XO9� ws b WSB PROJECT NO 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA n 1 • O� W U w = C.0 co 'ice w nw �_) Q Q I LLL Q CD r^ Z vJ O = Q V Q�-c~j0 J�H W Cn w m O Z c/)m2=Z 2 W~ U Z Q U J H w m QCLZ<w W U U 2 W Z d �aOQW � LL ') U Q z V oN N H Q U W z W o U lw � J F N iOcnwL ma�-co0 W w W W w U ~ 2 Q - 0 0 J J p z LICJ G 0 J W z � W O Lu U CD Lj o � � LL Q O Z C O (♦w GRADING C.P. 016969-000 SHEET L4.5 GRADING ENLARGEMENT PLAN "E" 0 20 40 SCALE IN FEET LEGEND: CONSTRUCTION LIMITS 8�0PROPOSED CONTOUR 1 \ T CD O F +T TF FOR LAYOUT ENLARGEMENT PLAN "A", SEE SHEET L5.1 FOR LAYOUT ENLARGEMENT PLAN "B", SEE SHEET L5.2 TE -TE::: TE CD TE TE its + TE << « «<< �� O TF p << O — Lu TE E TE TE M1 — — — — — — CA — — — — — — — — — — + ' N ccc �� \ T 0ol EEI ,� O O O co w -IT.ui ' r o000000000 00000 t I rym"' ^ I i ` 000 = • I �I O N I H I �j ' / • IL J 932 O \ II I w 931 \OO :: .. o • o o • o __ O oa o :: •O 000 I 00000 0 \ \ \ � O \ Q 7 �_ �_ L9 O 0 OOpppp pppppppp gqpppppp I\ � � I O O 00000 00000 OOOOD CiiU GOOD I I p omII � m- ---- - --- - --- Ln co Now .o o Q N M Z J J O O \ / O FOR LAYOUT ENLARGEMENT PLAN "C", SEE SHEET L5.3 FOR LAYOUT ENLARGEMENT PLAN "D", SEE SHEET L5.4 FOR LAYOUT ENLARGEMENT PLAN "E", SEF SHEET L5.5 C) cz) C) ro M STA 88+25.00 cl-N ru 0.00' U i 0 0 O CD ]L 1 OVERALL LANDSCAPE PLAN 0 50 100 �-o SCALE IN FEET \A1 cw*l b WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z O \? w w Q 0 A O>- w U_ w } _ z IY W � p W a- 0 Q zQ ��d Q - U O J Z Z Q LL = w z LDL-, 0 W LL (n — ()) Q H Q 0 C/) � � w w Lu U lo-� OR-) J F >- O co Lcul LL mwl-u)0 � �LU UZU) W Lu 2 2� U Q - 0 0 J J H z Lu O J Lu Ll 0 Lu 0� Ll �O Q 0. 0- a_ U/ z O O D 2 DESIGN BY: SN CHECK BY: CA 5z L O 0 D LL O MW u CO 0 0 Z _U J 0 CV O CV 0 u.i Q LANDSCAPE PLAN C.P 016969-000 SHEET L5.0 LEGEND: CONSTRUCTION LIMITS 8�0PROPOSED CONTOUR \ T F \ TF TE TE TE 0 22+00 _ 23+00 24+00 25+00 \� CC\ _ o M TF ` \ - - - - - - - - - - - - - - - - - - � n — — — — — — — — — — — — SEE NORTHWEST SEATING I I ' do ENLARGEMENT' f f f f----------- ELM I ,7 v o Japanese Tree Lilac (TYP) 7 m ' 1.5" Cal B&BrA O II 1 I o© 0 I I A �� o0�� - _ 0 1 - O ' / / 1 Burr Oak (TYP) 00 0' p+ I 2" Cal B&B 1 0 1 o 00 00 egal Prince Oak TYP 1 N 2" Cal B&B N 1 - SEE NORTHWEST PARKING ENLARGEMENT IM Z 1 I Black Hills Spruce (TYP) 6' HT B&B CD 1 1 Sienna Glen Maple (TYP) 1 \ I 2.5" Cal B&B CD ro / N CD Y 1 LANDSCAPE ENLARGEMENT PLAN "A„ 0 20 40 min L5.1 SCALE IN FEET wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN Z 0 U U) w 0 W Q 0 Z 0 LU U_ W } _ LL O ? � wDC)w w0�Q0 � z�QIS Q 2 — O O 00=~ cn = 0 z U Z =wzLaii0 } a 0 LL Cn — (n �Q>0Cn Q��L.L)zLLJw 0 Cn 0 LL Coa��0 WwUZC,) 0� 0� w w LU _ [if 2� O Q - 0 0 J J z LU G O J LU LU 0 1-- LU CU olf LU � 3 �O Q� U) z o_ J O DESIGN BY: SN CHECK BY: CA Cz G O V LL O A 0 0 z U_ J LANDSCAPE PLAN no 016969-000 SHEET L5.1 LEGEND: vI r - - CONSTRUCTION LIMITS PROPOSED CONTOUR TE - TE - TE TE T- TE - - TE - - TE E i TE 1 Dwarf Bush Honeysuckle (l 5 gal LA I 1lWalker s Low Catmint (T' 1 gal t 1 Moonbeam Ticksead (TYI 1 gal I 1 May Night Salvia (TYP) 1 gal Black Hills Spruce (TYP) 6' HT B&B 0 00 web WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z O U U) W 0 W H Q O z Z O U_ W LU } _ LLZZ)Q� wDC)w <0 z O Q Q 2 - U O v�00=~z _ 0 U Z LU 2 0 2i Z Q 0 2 w Z a LL Cn — Cn �Q>�C!) wzw LU IL T- } 0 Cn iL ma�u,0 WwUZC,) 0� 0� w w LU _ of U Q O C) J J LU 75 I O J LU LU o 1-- LU CU elf LU �O Q elf U) z O J rO V 2 DESIGN BY: CA CHECK BY: CA co co 0 c� w O m z :2 Q U_ J U W U Q O Z N Q o U N 0 A W Q 0 LANDSCAPE PLAN rl-' LANDSCAPE ENLARGEMENT PLAN "B" 0 20 40 5 7 SCALE IN FEET no 016969-000 SHEET L5.2 White PinE \ 8' F lack Hills Spruce TYP 1 '6- HT B&B (P &B • r ---------- zI / I / I / I / I / / I I / I I 932 1 Sienna Glen Maple (TYP) 2.5" Cal B&B orthern Acclaim Honey Locust TYP 1 - — — - — - — - — - —Northern Catalpa (TYP) 11 2" Cal B&B 1 2" Cal B&B Black Hills Spruce (TYP) vory Halo Dogwood TYP 1 6- HT B&BI 5 gal Gro-Low Fragrant Sumac (TYP) 1 5 gal O - — O OOO \ i O Autumn Brilliance Apple Serviceberr (TYP) 1 NX 10 Ht, Multi-StemM rn \ \ \ Prairie Dropseed (TYP) 11 \ 1 gal \ \ \ Autumn Fire Sedum TYP 1 1 gal Com act Mu o Pine tTYP 11 5 gal .. 0)Pin Oak TYP \ \ 2" Cal B&B \ Dragons Blood Stonecrop (TYP) 1 \ \\\ k A . 1 gal Little Miss Sunshine Stonecrop TYP 1 1 gal Tech n Arborvitae TYP 1 \ 6' B&B \ XO \ • 5p+0o 51+00 • 931 i J l v d v O \ �0 O v i O 000 May Night Salvia 1 O O 1 gal Karl Foerster Feather Reed Grass 11 1 gal o v 0. Armstrong Red Maple (TYP) O 2.5" Cal B&B O 1 Dakota Pinnacle Asian White Birch (TY 1.5" Cal B&B n O 1 Arctic Fire Red Twig Dogwood (TYP) i 00 5 g a I A ° . �p0 n O 2 • 52+00 LEGEND: CONSTRUCTION LIMITS PROPOSED CONTOUR W web WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA Z 0 Z ° \ / W U W W W Q 0 0 z O w U W } _ w Dowco a- < Q-,:�— v 0 �mI�w W g O Z U) 0 2 U ZZ = Q U 0� 0 LL Q CO = w w U Z a- W � � O Q 0 U o W Z W o U � LU � N }0cnLIU,w co a- co LLJ Z w � � w w w [if 2� U I Q - O C) J J z W 0 J W z � W 0 1-- 0 � elf W LL Q 0 co U O J r0 V 2 LANDSCAPE PLAN C.P. 016969-000 SHEET L5.3 LANDSCAPE ENLARGEMENT PLAN "C" 0 20 40 iia SCALE IN FEET n b 1 Dakota Pinnacle Asian White Birch (TYP) 11.5" Cal B&B 1 Arctic Fire Red Twig Dogwood (TYP) 5 gal 1 O�OO 00 Mugo Pine (TYP) 0(D 0� )O 0 0 ��ulNy ��ul,/yam ryir1lA y/nIN\r 3�\\ IVy SV4� �hlb�� 1 Autumn Fire Sedum (TYP) 1 gal Armstrong Red Maple (TYP) 2.5" Cal B&B 1 Autumn Gold Maidenhair Tree (TYP) 2" Cal B&B 1 Prairie Dropseed (TYP) 1 gal 9 u 91 1 Northern Acclaim Honey Locust (TYP) 2" Cal B&B 1 Emerald Green Arborvitae (TYP) *Lm-� OO INp G) . � ,vnN�_ nlmr �'//hl,b� a 14iy< 3 U14iy� �Id•c �hhlM� aWIN/y�F' ` 1 May Night Salvia (TYP) 1 gal 1 Arctic Fire Red Twig Dogwood (TYP) 5 gal 0D0 O 0�0 O METAL E • � • El • 5 •� • it LEGEND: CONSTRUCTION LIMITS 8�08� PROPOSED CONTOUR 1 Armstrong Red Maple (TYP) 2.5" Cal B&B O,u'I""y= I I I I I I I I I I I I O hlNr 1 Autumn Fire Sedum (TYP) ��IVy (DO 1 gal ` n--r, n- ram, n--r,,, L_J L J L_J • o ��'I'//yam 0 1 Stan ding Ovation Little Bluestem (TYP) � 1 gal � r-� 'rI -'I r J L\ 1 Gro-Low Fragrant Sumac (TYP) 5 CODO —Prairie Dropseed TYP 1 ) 0 N\o gal Ir-' L_J 1 gal �++ 0 pO I� rWalker's Low Catmint (TYP) 1 +eT 1 gal ❑ �hhlAo` � a0\IV� 1 1 I I 1 1 I I 1 1 I I = 0000 %nhlar= ��ulNy �nllh� um= r-J r-� n�L-J1n� n�L-J1n� n�L -Jln� 1 1 I I 1 1 I I 1 1 I I 1 1 I I O L;` rJ L;` rJ L;` rJ L;` rJ • O O O O I I I 1< _�ulNy L_J L_J I L_J L_J . • p,lq,= O 0 '"nldc �,��L—Jh.� �,��L Jl^`) C'^�L—Jl^�) • I /nlAcr I I 1 I I I I , a 11Vy L\ I J L\ I J L\ J � r � r � AL I avlNy 004 ❑ `� L_J v' `� L. J v, �� L_J v' ❑ • O O 'h/ild\\ ---- --- --- ------ —------- — 13 -- I I I c �tmv,, ,�a•ron„ ,mom y, auNy� wl,a _ — — — — — — — — — — — 3 vil�h\\P` Ni/A,bJ. I 1 Da lil TYP) 1 gal 1 Balsam Fir (TYP) 18- B& B I 'mM I — — — 1 Sienna Glen Maple (TYP) II , 2.5" Cal B&B I I I I • I I I I I 0 0 I I � I I I I I e ^ I I v y 0 I (] gUl4� �94y_ _�uV/iq � �I�ny � ��ly a\\I'r/'_ =\,INS- z0\IN �O�IV 4 C0hl \\ �nl\\\� GgI,Ur "hnl hnllh\nl\N� GgIM yhnl\ U • 0000000 • 000 - --- -0 o-O000000 • • ' I �� -0-00-000 s�0 5 -00 -00 -00 o 000 -�°°00l° m0000000 + 00 000 + e4-0 ® 00 I 0 • E �§ 0 0 0 • 000000000°°°° 000000000°°°° 000000000° — — — — — — — — • 00000000°°°`b0000000°°° 000op00 ° u I V I I I Incrediball Hydrangea (TYP) 1 CD1 Kindred Spirit Oak (TYP) u)2" Cal B&B 5 gal + 0 1 Ivory Halo Dogwood (TYP) I 5 gal 1 PowWow Wild Berry Coneflower (TYP) 1 gal I u --- Pie PARK -- -- -- -- -- -- -- -- -- -- -- -- -- wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA U) 0 LU 0 a U U) W 0 o� w _ U W >- W = p W aof Qz U) O Q Q Q 2 01-- I- W (n w co O z � 0 F= z 2 W U Z 0 Q U U J H of � Q� QWw U U 2 L L I z 0 O Q W } In- Q 0 o �Q>Q� U CN O LLu Z< W U H N >-OC/)wLL wwF-U)O 0_��jZ�> W W > or� U W H _ Q — O 0 J J 0 H z 5W L O J W z � W 0 1-- O W U CD O� W LL Q O vJ z CU O L•J V Z) 2 LANDSCAPE PLAN C.P. 016969-000 SHEET L5.4 LANDSCAPE ENLARGEMENT PLAN "D" 0 10 20 iia SCALE IN FEET LEGEND: CONSTRUCTION LIMITS s�oPROPOSED CONTOUR 150 I I I ^ w I ~ ' I n / CD o I / I � / I w / I i VA / I ^n I 1 Sienna Glen Maple (TYP) 2.5" Cal B&B AA I 1 Prairie Fire Apple (TYP) ® I 1.5" Cal B&B P-11 _ _ _ _ _ _ _ _ _ 1 Prairie Dropseed - - 1 gal `-1� / • \ I METAL EDGING ,, / NO PARKING ^ _ • SEE SOUTHEAST PARKING ENLARGMENT o 00 J / ^ o u') >• U-) o z I I I --f OOOOO 00000 +00000 ke�0000 c000�� , mm Ermo ir METAL EDGI G Regal Prince Oak TYP 1 n 2" Cal B&B I • I I I I I • I Q I 0 0 00 Ln r — — — — — — — — — — — — — — — — — N +T 00 M 55+00 56+00 57+00 I 5 00 z J d 0 CD ro ro '� N U 0 o � 0 V Y ri'% LANDSCAPE ENLARGEMENT PLAN "E„ 0 20 40 L5.5 SCALE IN FEET web WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z O H o_ U U) w 0 Lu Q 0 0 z z o� U_ w W } _ H W 0 � ESW � W Qo z O Q Q — U O v�00=~z _ 0 U Z � 0Y Z W Q 2 W Z 0 Li u Cn — cc/)) Pz 0 Lu L�wzw U m - }ocn�w 0°IZI—LuO W W U z Cn !Y W W _ ofU Q o E J J z Lu O J Lu Lu o Lu CU olf Lu �O Cn z O J fO V DESIGN BY: CA CHECK BY: CA Co Co O Lu O m z :2 Q U_ J U W U 0 Z ON Q o U N 0 Cz G O LL O A, u W Q LANDSCAPE PLAN no 016969-000 SHEET L5.5 LEGEND: NORTHWEST LANDSCAPE PARKING AREA ENLARGEMENT PLAN I Karl Foerster Feather Reed Grass TYP 1 1 gal Prairie Dropseed (TYP) 1 ' 1 gal METAL EDGING Arctic Fire Red Twig Dogwood TYP 11 ' 5 gal Techny Arborvitae TYP 1 Black -Eyed Susan TYP 1 1 gal Ivory Halo Dogwood TYP 1 5 gal I I I Japanese Tree Lilac 11 1.5" Cal B&B I I . 1 Gro-Low Fragrant Sumac (TYP) 5 gal / \� 1 Prairie Fire Apple 11.5" Cal B&B I I N r _ _ CONSTRUCTION LIMITS PROPOSED CONTOUR N 0 10 20 iia SCALE IN FEET wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA z 0 CL a Of U U) W 0 W Q 0 O z Z O� W U W _ �ZH IY W = L L J d of < Z � � Q = Q Q�—VO aca<W (n0H=Z 2 W U z E 0 d Q W Q o =LuJZI-O } d 0 U H LL fn — Cn Q H Q > _ wzW U � = Q H �Ocw nLL ma-►-U,0 wwUZ(n Off ()fww _IYIYUQ O 0 J J z Lu O J Lu Lu 0 1 0� LI 0 Q U) z O J O 2 U m Z 2 U_ Q J U Lu U Q O ZQ N O U N 0 LLI Q r] z O LL O Wm u LANDSCAPE PLAN NORTHWEST LANDSCAPE SEATING AREA ENLARGEMENT PLAN 0 10 20 iFER SCALE IN FEET no 016969-000 SHEET L5.6 LEGEND: CONSTRUCTION LIMITS 1 Standing Ovation Little Bluestem (TYP) 8�0—_ PROPOSED CONTOUR 1 gal 1 Karl Foerster Feather Reed Grass (TYP) 1 Japanese Tree Lilac (TYP) 1F6F' chny Arborvitae (TYP) 1 Ivory Halo Dogwood (TYP) 1 gal 1.5" Cal B&B B&B5 al 1 Miss Kim Korean Lilac (TYP) 5 gal —:L, M M Off, 1 White Pine (TYP) 8- HT B&B 1 Burr Oak (TYP) 2" Cal B&B 1Black Hills Spruce (TYP) n Korean Lilac TYP 1 5 gal h Honeysuckle (TYP)]-1 5 gal I Pinnacle Asian White Birch TYP 1 1.5" Cal B&B ctic Fire Red Twig Dogwood (TYP) 11 5 gal Autumn Fire Sedum (TYP) 1 1 gal Prairie Dropseed TYP 1 1 gal • O,:-„ ,:-„ ,:-„ „ I ` \ I aylily (TYP) METAL EDGING (TYP) \ 1 D� \ I 1 gal 1 Armstrong Red Maple (TYP) 2.5" Cal B&B ooc Coe o 000 Jv 000 o 1000 N Autumn Brilliance Apple Ser hC web WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA 0 U U) w 0 Z O � w U W } _ H W 0 p W a- I Y Q D (1) 0 Q2¢v0 a-mQ�w w O z Cn LU =—ZZ = U Q U QLL. Lau 0 = w LLJ Z W O Q 0 U o 3j ,�11 z LLJ O LLJU IL N } O Cn ED LL co a- CnO LLJ U Z Cn LLI w �Ww� _ErIYUQ O i] J J z W O J W z � W o 1-- O � elf W LL Q O U) z CU O I V 2 LANDSCAPE PLAN C.P. 016969-000 SHEET L5.7 LANDSCAPE COURT ENLARGEMENT PLAN 0 10 20 iia SCALE IN FEET N 0 10 20 iia SKATE PARK BERM LANDSCAPE ENLARGEMENT PLAN SCALE IN FEET 0 1 Discove Elm 2" Cal B&B 1 Prairie Fire Switch Gri 1 gal 1 Autumn Fire Sedum 1 gal 1 Purple Coneflower 1 gal 1 Boulder Blue Fescue 1 gal SOUTHEAST LANDSCAPE PARKING LOT ENLARGEMENT PLAN IIIStanding Ovation Little Bluestem 1 gal 1 Black-E ed Susan 1 gal 1 Prairie Dropseed 1 gal 11BIazing Star 1 gal 1 StandingOvation Little Bluestem 11 gal i 1 Da lil 1 gal 1 Prairie Fire Switch Grass 1 gal 1 Autumn Fire Sedum 1 gal 1 Walkers Low Catmint 1 gal 1 White Creeping Phlox 1 gal n U LEGEND: CONSTRUCTION LIMITS PROPOSED CONTOUR 0 10 20 iia SCALE IN FEET wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA 0 z O LU L.1_ z 0 CL a Of U U) W 0 W Q 0 O z O� Ury W LU _ H Z 11� W = w d Q Z U) � Q � Q QO amQ�w �H=Z (n 2 w U z E 0 5 Q d Q W o = L L J Z d O } d 0 U H LL fn �Q>oc~n wzw U Q H �OC/)wLL mom►-U,0 wwUZcn Of Of w w _ or 2� U Q O 0 J J z LU nL I..L O J LU LU 0 1-- LU CU 0� LU O Q U) z O J O 2 cm (D O U m Z U_ Q J U LU U Q O ZQ N O U N 0 L.LI Q 0 Cz G O D LL O WC LANDSCAPE PLAN C.P. 016969-000 SHEET L5.8 GRASSES / SEDGE QTY BOTANICAL / COMMON NAME SIZE TREES QTY BOTANICAL / COMMON NAME CONT 'VJVVV`C 78 Calamagrostis x acutiflora 'Karl Foerster / Karl Foerster Feather Reed Grass 1 gal �nnnc • 1 Abies balsamea / Balsam Fir 8' B&B 44 Festuca glauca 'Boulder Blue' / Boulder Blue Fescue 1 gal • 22 Acer rubrum 'Armstrong' / Armstrong Red Maple 2.5" Cal B&B 16 Panicum virgatum 'Prairie Fire' / Prairie Fire Switch Grass 1 gal • 15 Acer x freemanii 'Sienna' TM / Sienna Glen Maple 2.5" Cal B&B 123 Schizachyrium scoparium 'Standing Ovation' /Standing Ovation Little Bluestem 1 gal %1"IM • 2 Catalpa speciosa / Northern Catalpa 2" Cal B&B 0 362 Sporobolus heterolepis / Prairie Dropseed 1 gal 6 Ginkgo biloba 'Autumn Gold' TM / Autumn Gold Maidenhair Tree 2" Cal B&B PERENNIAL QTY BOTANICAL / COMMON NAME SIZE • 5 Gleditsia triacanthos inermis 'Harve' TM / Northern Acclaim Honey Locust 2" Cal B&B 75 Coreopsis x 'Moonbeam' / Moonbeam Tickseed 1 gal --- 11 Picea glauca 'Densata' / Black Hills Spruce 6' HT B&B (D 20 Echinacea purpurea / Purple Coneflower 1 gal • 5 Pinus strobus / White Pine 8' HT B&B + 25 Echinacea purpurea 'PAS702917' TM / PowWow Wild Berry Coneflower 1 gal • 6 Quercus macrocarpa / Burr Oak 2" Cal B&B 89 Hemerocallis x 'Stella Supreme' / Daylily 1 gal • 4 Quercus palustris / Pin Oak 2" Cal B&B 28 Liatris spicata / Blazing Star 1 gal • 15 Quercus x warei 'Long' TM / Regal Prince Oak 2" Cal B&B 0 83 Nepeta x faassenii 'Walkers Low' / Walkers Low Catmint 1 gal • 7 Ulmus davidiana japonica 'Discovery' / Discovery Elm 2" Cal B&B 0 10 Phlox subulata 'White Delight' / White Creeping Phlox 1 gal ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME CONT 42 Rudbeckia fulgida 'Goldstrum' / Black -Eyed Susan 1 gal :. 6 Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry 10' Ht, Multi -Stem 134 Salvia x sylvestris 'May Night' / May Night Salvia 1 gal • 31 Betula platyphylla 'Fargo' TM / Dakota Pinnacle Asian White Birch 1.5" Cal B&B � 11 Sedum kamtschaticum 'Little Miss Sunshine' / Little Miss Sunshine Stonecrop 1 gal • 10 Malus x 'Prairie Fire' / Prairie Fire Apple 1.5" Cal B&B A 10 Sedum spurium 'Dragon's Blood' / Dragon's Blood Stonecrop 1 gal ° s 6 Quercus x warei 'Nadler TM / Kindred Spirit Oak 2" Cal B&B (D96 Sedum x 'Autumn Fire' / Autumn Fire Sedum 1 gal °°°°°°°°°°°° 10 Syringa reticulata / Japanese Tree Lilac 1.5" Cal B&B V_�� SHRUBS QTY BOTANICAL / COMMON NAME SIZE 0 31 Cornus alba 'Bailhalo' TM / Ivory Halo Dogwood 5 gal 0 63 Cornus sericea 'Farrow' TM / Arctic Fire Red Twig Dogwood 5 gal 138 Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 11 Hydrangea arborescens 'Abetwo' / Incrediball Hydrangea 5 gal 10 Pinus mugo pumilio 'Compact Select' / Compact Mugo Pine 5 gal 41 Rhus aromatica 'Gro-Low' / Gro-Low Fragrant Sumac 5 gal 27 Syringa pubescens patula 'Miss Kim' / Miss Kim Korean Lilac 5 gal 22 Thuja occidentalis 'Smaragd' / Emerald Green Arborvitae 4' B&B 24 Thuja occidentalis 'Techny' / Techny Arborvitae 6' B&B wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA Z O LU 0. Z 0 CL a E U U) W 0 W Q 0 0 Z Z O� LU U W _ H Z Z) Of W=CDW [L of Q u'O°Q�Zd Q�—VO amQ�w Cn0�=Z 2 W U z E 0 1 QLL d Q W 0 =LLJZC- } U U H LLCn —CQ �ZQ�oc~n oe �:wZLLJ U � Z) Q H >-OC/)ILL m0-►-U,0 wwUZCn Off CY W LU _ or 2� U Q O C] J J Z w 2 I O J w w 0 1 LU CU 011� w O Q U) Z O J O 2 cm (D O cD m Z U_ Q J U LU U Q O ZQ N O U N 0 L.LI Q 0 CZ G O D H O WC U LANDSCAPE PLAN C.P. 016969-000 SHEET L5.9 a N M 0 N O N Lf N M z 0 0 Lu w J O O O m O U 00 0 O m O - I I I I I � I 22+00 23+00 RESTORATION NOTE: CONTRACTOR SHALL RIP SUBGRADE A MINIMUM OF 12 INCHES PRIOR TO PLACEMENT OF TOPSOIL OR PLANTING SOIL MIXTURES 24+00 25+00 26+00 w N � X / M 0 /' 01, I � I Qv 41/ I ° I �^ I / J I TYPE 1 TURF SEED MIXTURE WITH BFM HYDROMULCH TO BE USED IN ALL DISTURBE AREAS NOT PAVED, PLANTED, OR INDICATED OTHERWISE - CLEAN BFM FROM ALL I AMENITIES AND HARD SURFACES (TYP) G 932 o° \ 0 o° M / \ Qom♦ 0% �• --------- ------ -- IN- ■ 53+00 I FOR RESTORATION ENLARGEMENT PLAN "A", SEE SHEET L6.1 OVERALL RESTORATION AND EROSION CONTROL PLAN 27+00 28+00 29+00 30+00 - - - - - - - - - - - - - - � ` I I /I I 935 M I M I I I I I I AREA WITHIN THE ZONE INDICATED AROUND THE BUILDING TO BE COVERED IN COVER CROP WITH BFM AT END OF 2021 SEASON - CONTRACTOR IS REQUIRED TO REMOVE ALL TEMPORARY COVER CROP IN SPRING OF 2022 PRIOR TO SOIL 933 PREPARATION AND INSTALLATION OF TYPE 1 TURF SEED MIXTURE IN 2022 / I 7! 611=II1; 56+00 31+0 I w 0 O + 00 d� LEGEND: CONSTRUCTION LIMITS PROPOSED CONTOUR TYPE I SEED MIX TYPE II SEED MIX + ' ' +++' TYPE III SEED MIX EROSION CONTROL BLANKET WOOD FIBER SEDIMENT 0000o CONTROL LOG SF SILT FENCE INLET PROTECTION w I w H o w O F O� I w 0 O Co °' w n 0 1 u-j �D I I I I' I F 0 40 80 mmmd SCALE IN FEET wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA Z _O Lu z 0 H d U U) w 0 O w U_ w � _ w H � W p W d � Q o v zo U)0< CD Q¢ v 0 J W U m ~ w m O Z = Z = 0 � U Z p Q C-)Lu U � w =wQLLJ 0 w QZO QQ QUp U opz w�wQW d J = N U p >-OC/)LOU li mw�v,0 LU U Z (n IY Q� W W Q LLI H S U — O p J J = z W O J W z > � W o� o Lu � � W LL Q O Z U O I D .ESTORATION AND ROSION CONTROL PLAN C.P. 016969-000 SHEET L6.0 20' RADIUS MINIMUM C;<_ �FP s� 1"TO2" CRUSHED ROCK 20' RADIUS MINIMUM 6" MIN. DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 3. MAINTENANCE IS INCIDENTAL o/R60, Rc Foe 14 o YFNG �FFR 001, Special Details f CITY OFROCK CONSTRUCTION Date04 01 15 ENTRANCE HU-EC-1Revised: \ EST. 1906 03-12-20 / ROCK CONSTRUCTION ENTRANCE SEDIMENT CONTROL LOG AND INLET PROTECTION BAG STORM SEWER GRATE WITH INLET 1 LIFT] �v SAFETY AND CURB APPEAL v INLET PROTECTION BAG DETAIL BAG TO BE HELD IN PLACE BY EXISTING GRATE 'ER INLET FRONT, BACK AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC CITY OF Special Details i� T INLET PROTECTION Date: 01-20-17 Revised* H U-EC-5 \ EST. 1906 03-12-20 / STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. POST NOTCHES TO FACE AWAY FROM FABRIC. FLOW DIRECTION OF SURFACE 1 ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED). MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) 24" MINIMUM POST EMBEDMENT NOTE: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-1B) OR STANDARD (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY. AO COMPACTION: AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT A UNIFORM HEIGHT. Special Details f CITYOFSILT FENCE MACHINE SLICED Date09 01 15CRevised: H U-E-2 \ EST. 1906 03-12-20 / SILT FENCE CONCRETE WASHOUT CONTAINMENT 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE, AND IN LOCATIONS APPROVED BY THE ENGINEER. 3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. 6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12, X 8' X 21OR 10 CUBIC -YARDS VOLUME. 7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH 1/2 FULL. 8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE TO MPCA REQUIREMENTS, STATE, AND FEDERAL LAWS. 9. DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE OWNER WITHIN 24 HOURS OF DISCOVERY. 10. AN OWNER -APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE OWNER. CORRECTIVE ACTION THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS THAT ARE MORE THAN 1/2 FULL FOR ONE INSPECTION PERIOD, ANY CONCRETE WASHOUT PILES THROUGHOUT THE SITE, AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK GENERATING THE WASTE, AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. CONCRETE WASHOUT AREA CONCRETE WASHOUT SIGN DETAIL MINIMUM SIZE: 12'Lx8'Wx2'H OR A MINIMUM VOLUME OF 7 1 CUBIC YARDS MAINTENCE GT WP N ��1 SN0 tA\1A s PCC�SS RPMP MAINTENANCE: 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION & SEDIMENT CONTROL INSPECTION REPORT. 2. CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 1/2 FULL. CONCRETE MUST BE DISPOSED OF PROPERLY. CONTAINER SPECIFICATIONS: 1. CONTAINER MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 2. CONTAINER MUST BE PLACED IN AN EASILY ACCESSIBLE AND UNSIGHTLY LOCATION 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. 4. THE CONTAINER MAY HAVE ACCESS RAMPS. 5. THE CONTAINER MUST HAVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS OF WASHED CONCRETE. CONCRETE WASHOUT DETAIL i CITY OF Special Details T CONCRETE WASHOUT Date: HU-EC-10 04-30-18 DETAIL Revised: \ GO EST. 1906 03-12-20 / WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2"X4"X: WOOD POSTS, NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS _AIvILIN I ULU I LX I ILL LS PER MNDOT TABLE MACHINE SLICED). NAL 8-10" OF FABRIC BOTTOM OF BOX ABRIC FLAP EXTENDING D BOTTOM 2"x4" - BURY ROCK TO PREVENT UNDERWASHING 1 1/2" WASHED ROCK V DEEP X V WIDE f CITY OF Special Details INLET PROTECTION SILT BOX Date 09 01 15 [UGOFOR CATCH BASIN BEFORE ROAD HU-EC-3 Revised: \ EST. 1906 CONSTRUCTION 03-12-20 / SILT BOX INLET PROTECTION TABLE 2575-3 RAPID STABILIZATION METHOD MATERIALS 1 TYPE 1 MULCH PLACED AT A RATE OF 2 TONS PER ACRE (4.5 TONNE PER ha) WITH DISC ANCHORING TYPE 3 MULCH PLACED AT A RATE OF 1.5 TON PER ACRE (3.4 TONNE PER ha). 2 3884, STABILIZED FIBER MATRIX, PLACED AT A RATE OF 750 LB/ACRE (835 kg/ha) 3884, STABILIZED FIBER MATRIX, PLACED AT 330 LB PER 1000 GALLONS OF SLURRY MIXTURE (159 kg PER 3.8 CU. METERS) OF SLURRY MIXTURE. SEED MIXTURE 22-111 PLACED AT A RATE OF 10 LB PER 1,000 GALLONS (4.5 kg PER 3.8 CU. METERS) OF SLURRY MIX. 3 TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 50 LB PER 1000 GALLONS (22.7 kg PER 3.8 CU. METERS) OF SLURRY MIX. WATER PLACED AT A RATE OF 875 GALLONS PER 1,000 GALLONS (3.3 CU. METERS PER 3.8 CU. METERS) OF SLURRY MIX. APPLY MIXTURE AT A RATE OF 6,000 GALLONS PER ACRE (56 CU. METERS PER ha). CATEGORY 25 EROSION CONTROL BLANKET (NATURAL NET IF REQUIRED IN PLAN FOR PERMANENT BLANKET). 4 SEED MIXTURE 22-111 PLACED AT A RATE OF 2 LB PER 100 SQ. YD. (1.1 kg PER 100 CU. METERS). TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 8 LB PER 100 SQ. YD. (3.6 kg PER 84 SQ. METERS). 5 RIP RAP CLASS II. GEOTEXTILE TYPE III. CITY OF Special Details RAPID STABILIZATION Date 04 30 18 fi METHODS 1-5 HU-EC-9 Revised: \ EST. 1906 03-12-20 / RASSEMBLY Ox URB NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. Special Details rCITY OF WIMCO CURB & GUTTER Date 04 01 15 INLET PROTECTION (CG23) HU-EC-4 Revised: \ EST. 1906 03-12-20 4 CURB AND GUTTER INLET PROTECTION 7.0 1 IN. X 2 IN. X 24 IN. LONG WOODEN STAKES AS NEEDED. STAKES SHALL BE DRIVEN OVER THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. SEDIMENT CONTROL LOG FLOW 8 IN. - 10 IN. EMBEDMENT DEPTH TYPES: WOOD CHIP, COMPOST, OR ROCK 1 IN. X 2 IN. X 24 IN. LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. 45°' PLACE SEDIMENT CONTROL LOG IN FLOW SHALLOW TRENCH (1 TO 2 IN. DEPTH) BACKFILL AND COMPACT SOIL FROM TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG TYPES: STRAW, WOOD FIBER, OR COIR E osion & Sediment Control BIOROLL Date NOT TO SCALE Date wsbRevised 1 1 Revised wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA U) Z 0 W z O 0 a Ir U U) W a i Z O� w U_ W > _ H L L Z w z =) 0 w ILO�Q0 z U)02S J�-UO o- < IW U) T_ z 1�0w2 HQZQLL Q 2Wza0 } d 0 U H LL U) (n Q Q > 0 � wzw UOf=JH OCwLL WLu0Z ww 2 w � U Q O 0 J J Z W ^2 I..L O J W W 0 ui U Of W 0 I..L U) Z O J �O V 2 � L- J DETAILS C.P v 0 v 6j Q 0 SHEET 5 INLET PROTECTION 7.0 6 CONCRETE WASHOUT 7.0 7 RAPID STABILIZATION 7.0 016969-000 L7.0 BACK OF CURB FLOW LINE FRONT OF GUTTER n U U U U A.*J PERPENDICULAR n NON —WALKABLE OR S NON —WALKABLE OR WALKABLE SURFACE 4 4 WALKABLE SURFACE FLARE FLARE n n o" o" n n A--*J TIERED PERPENDICULAR PARALLEL CURB OR VAR. 4' 0" MIN. CURB AND GUTTE NAMH REQUIRED LANDING a 0.02 FT./FT. MAX. .4 6" > 0.05 FT. /FT. AND CONCRETE <0.083 FT./FT PREFERRED WALK SECTION A— A PERPENDICULAR/TIERED/DIAGONAL CURB OR CURB AND GUTTER 1 /4" R I a 4• ° 4 ° 4 • ° 4 4� ° ° 4' 0" MIN. c a° °•p.. as ° •p.. as ° n• A A'_'n• A A'.' 0.02 FT./FT. MAX. 6" CONCRETE >0.02 FT./FT. AND WALK <0.05 FT./FT PREFERRED SECTION B—B FAN CURB OR CURB AND GUTTER Eliffe'll u ►. CONCRETE �— 0.02 FT./FT. MAX. WALK SECTION C— C PARALLEL/DEPRESSED CORNER 3„ / N 3" m FAN(D MODIFIED FAN 10 USED WHEN RIGHT—OF—WAY IS CONSTRAINED DEPRESSED CORNER I WALK NON —WALKABLE OR WALKABLE SURFACE J W mJ < m W Y Y Q U Q < J LL- ry z ry 20 O9 2% MAX. 8%-10% FLARE e N /` k,/// 0 " DIAGONAL 2% „ MAX. 0 SHALL ONLY BE USED AFTER ALL Q' OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL 8%-10% FLARE NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1 /4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS — PROSECUTION OF WORK (ADA). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED —USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. O1 MATCH FULL HEIGHT CURB. O2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O3 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. ® SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS, WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. O5 DETECTABLE WARNINGS MAY BE PART OF THE 4' X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) O7 WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. ® A 7' MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. O9 PAVE FULL WALK WIDTH. 10 "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. S INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. F INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA — 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN U) O w ry z 0 U w 0 w Q 0 0 z z o� Lu U_ w _ Lu a_ < z°Q�Q < — U O J _ 0 U Z z Q w = w z LaL, 0 }ao< U pz Q �> ❑ U) w�wQw J = U >-0UnLLL co a- (/) 0 wwUZU) Lu _ Q� (If U Q O ❑ J J z Lu O J Lu Lu 0 Lu U Lu 0 Q U) z O J O D DESIGN BY: CA CHECK BY: CA cD of w m Q U w U Q ❑ z Q U Cz G O D LL O DETAILS 0 N 0 N 0 N w Q PEDESTRIAN CURB RAMP C.P 016969-000 SHEET L7.1 UK 2' MAX 0„ 10 WALKABLE SURFACE 7 ® S 0" 0 0 NON —WALKABLE SURFACE BACK OF CURB 5' MAX n FLOW LINE � COMBINED DIRECTIONAL O NON —WALKABLE SURFACE 10 5' MAX 0 l�J FRONT OF GUTTER IF NON —CONCRETE BLVD. IS CONSTRUCTED AND IS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. STANDARD ONE-WAY DIRECTIONAL 1.0% MIN. 2.0% MAX TO 10% SLOPE DIRECTIONAL RAMP WALKABLE FLARE PE ►NS DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED 12 ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB VAR. RAMP d• ,a. 4 v 4 •a. 4 D \BLE OR ° 4. o a ::o.. e : •' : c :o.. SURFACE c °' a:• c':o: a: c o.: a: c o.. a: o.. 4. p• 4 .' . p a p• 4 .' . a p• 6" CONCRETE WALK BACK OF CURB FLOW LINE L 2.0%-3.0% GUTTER SLOPE SECTION D-D FRONT OF GUTTER CURB FOR DIRECTIONAL RAMPS 14 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1 /4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED —USE PATH AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES ®& 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. O1 MATCH FULL CURB HEIGHT. O2 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. O3 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES). ® THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. O5 WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. SLOPE © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWA ECTIONS LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. O7 MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. ® 8% TO 10% WALKABLE FLARE. O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. 10 FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND 5' MAXIMUM WHEN ADJACENT TO NON —WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB, THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 10 THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. I ° o .o•, a ° .oC TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. s INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. F INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA — 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN Z _O > W z 0 cn w 0 n i z w 2 0- 0 J w > w 0 w U �w �O Q Q U) z O J O DESIGN BY: CA CHECK BY: CA A, u DETAILS co co 0 Z U_ J 0 N 0 N 0 W H Q PEDESTRIAN CURB RAMP C.P 016969-000 SHEET L7.2 INSET A r-' 1 /4" FLOW LINE •e' 2-5% ' D e ' ° o • °' D' p 'p D °' D' ° D• '• ° Q p. •• t . •e' p .e . o •e 0 'e . o ,e p 'e , o •, 'o� •o 24" J 8-12" PERPENDICULAR 10 INSET B VAR. RAMP 6" CONCRETE WALK INSET A INSET A FRONT OF GUTTER BACK OF CURB/ n BACK OF CURB/ 4 7 O EDGE OF WALK FLOW LINE EDGE OF WALK FLOW LINE 1 4„ ® 1 4O 2-3q 3% 'e• •, .Q o .p e o�' R o:' D •° ° •�:°'o, p°:4 1 4».::4'. / ,e' 7„ o o- D ::Q'. ,n` ° o D ' D p ,:°'o. °.�. �� 1/4 �:° �:° °�:'.v.,. .°' v.,• .o° ' . v o o• .o° ° o el b. cl °D:� °'. D•p °�D.p D �°D °D O.eo'•''4 •'�°•°'�°0 •'4•'�°•°O•° e' Q e ° .. e Q e. o . e' 0 'e . A.: °' 0 •°' p D ° p• 0 n D ° o n 24" 8-12" 24" 8-12" NON PERPENDICULAR 0 PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL MILL VERTICAL EDGE EXISTING BIT. 1 1 /2"MMAX O PAVEMENT PROJECTED BACK OF CURB/ o.' : 0'.'�' o.' .'� 0': 0' .a •a .a o.' : 0 •4 .a FLOW LINE EDGE OF WALK a c :. ° a :. ° ° • ° °' ° a ° ON 0 GU E 1 /4„ ® 4 ..°.. C . C •°.. C . o .a : a.: 'a : ', o .a: a.: 4 . . 4'. 4 7 v o. v .0 o.v 5% MAX. �' D. n .'� D: 0 .D • O.: O . 0 . ° . p .a ° p :o p ° • . p :o ' ° ' a• '�. a . SAWCUT BIT. PAVEMENT 7" D:,.D:'� •.D:'n o..D 'e. 'e..e' 'n 'e. INSET A e. o .. .e' p o .e` :o p EXISTING BIT. . p .a : ° :. °.o . D PAVEMENT Lo 24" 8-12" T (D 5 MIN. TAPER > PREFERRED TAPER 'STREAM SIDE) SOLD TANGENT 5' 'AST OUTSIDE ZERO w w U) w ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 11 DIRECTION OF TRAFFIC .04 MAIN STREET SMALL RADIUS 2'-10' TYPICAL FOR CURB AC�ljOEM��AFiPTT,�pUND RADIUS J r 24"MIN. O5 &® 2" BITUMINOUS MILL & PATCH 0 o o ° a•'a.a . 4. a.a . 4.'a.a .'° 4.'a.a .'° 4.'a.a • ° . ° ° . ° a' o'c.o'. o'c.�' a' 0' °.'v °.'v .4'° d' o: .4'° 4' a: .4'° 4' a: .4'° VARIARI F nFPTH BACK OF CURB/ EDGE OF WALK 1 /4" °.. o ° o cl °'.DLo OPTIONAL SILL CURB WHEN SIDEWALK IS AT BACK OF CURB CONCRETE SILL TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. SAWCUT BIT. PAVEMENT EXISTING BI PAVEMENT 24"MIN. SAWCUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT &® REMOVE & REPLACE BIT. PAVEMENT ° ° ° :.4 '• o a:a d '• o a:a :.a '• o a:o :.a '• o v .• v v v . 0' '0 0.':0' 0 0.':0' 0 t °• Q. a ° °4. ° v v ° 04 9 ° v ° o . D: 0 D •• o .. D: ° D •• o .: D: o . ° 4, 4 o 'd 4" 4 p 24"MIN. ' 9 ONLY ALLOWED PER ENGINEER'S APPROVAL PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS COMBINED DIRECTIONAL �o (COMPOUND RADIUS) NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR) AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1 /4 INCH. O1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. O2 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. O BEGIN GUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB RAMPS. ® THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1 /4". O5 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. O7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. O9 DRILL AND GROUT NO. 4 EPDXY —COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1' MINIMUM FROM ALL JOINTS. 10 HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON —STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. 12 PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. 1� 1 /2" PREFORMED JOINT FILLER PER MNDOT SPEC. 3702. ® DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN 0 rr U Lu w 0 w Q 0 0 z z O� w U_w> _ H W z 0� W W zuj<F < � — U O U m = ~ Z _ 0 U Z Z < = w Z a 0 } a U U < �z < > 0 U) w�wQw F d J = U 0� D �OU/)Lu W m m 0 O W W U Z U) Lu UJ z W 73 n 0 J w > w 0 w U w O Q I..L 0 z O J O 0 DESIGN BY: CA CHECK BY: CA c� w m < U W U < z < U z O 0 U- 0 A, u DETAILS co co 0 0 Z U_ J 0 N 0 N 0 CN PEDESTRIAN CURB RAMP C.P 016969-000 SHEET L7.3 F----1 LANDING WALKABLE L — — — J FLARE RAMP WALKABLE SURFACE 8-107 8-10% CONCRETE m ONCRE FLARE FLARE WALKABLE FLARE WALKABLE SURFACE PAVED FLARES ADJACENT TO WALKABLE SURFACE I LANDING J I NON —WALKABLE/ RAMP NON —WALKABLE SURFACE SURFACE SURFACE 1:6 1:6\ CONCRETE CONCRETE FLARE m FLARE 1' MINIMUM ro-i�r o-1 PAVED FLARES ADJACENT TO NON —WALKABLE SURFACE I LANDING I RAMP NON —WALKABLE SURFACE NON —WALKABLE SURFACE AAATt•U IKIDI Ar'C c�Re r�pFR Cone TApFR MATCH INPLACE CURB ',PER 3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) DETECTABLE EDGE WITH CURB AND GUTTER iGE OF ROAD RADIAL DETECTABLE WARNING EDGE OF ROAD �✓ .� PpER O lox 1 RECTANGULAR RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER A 1:6\ GRADED m GRADED FLARE FLARE 2 3 1 3 2 CURB DESIGN V — SEE PEDESTRIAN APPROACH NOSE DETAIL NON —WALKABLE SURFACE GRADED FLARES F----1 I LANDING 1 J---J RAMP m RETURNED CURB ( —CURB DESIGN V SEE PEDESTRIAN APPROACH NOSE DETAIL NON —WALKABLE SURFACE TYPICAL SIDE TREATMENT OPTIONS ( 11 1 /2" R. TURF OR CONCRETE TURF OR CONCRETE 6„ VAR. 4„ •a .a C . .o• a 71j p o 'a, a•, 4 SECTION A —A TOP OF GUTTER 6" TOP OF sidewalk I SECTION B—B FACE OF CURB/PROJECTED FACE OF CURB M PLACE DETECTABLE WARNINGS ENTIRE WALK/PATH WIDTH DETECTABLE \CIA MK IIA InC- n , CROSSING 3.5" 111. ° °' SURFACE PEDESTRIAN GATE ARM I RAILROAD C GATE ARM 4.5 4. 8.75' — 16 D o ° a NEAREST RAIL DETECTABLE WARNINGS5 RAILROAD CROSSING PLAN VIEW NOTES: SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON —WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. (DO" CURB HEIGHT. O2 FULL CURB HEIGHT. O3 2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB. ® SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. O5 TYPICALLY USED FOR MEDIANS AND ISLANDS. © WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. O7 IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED —USE PATH TO PROVIDE VISUAL CONTRAST. ® ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO —INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3—INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. O9 DRILL AND GROUT 1 — NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. 10 DRILL AND GROUT 2 — NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (I.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. 12 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15' MAXIMUM FROM THE ' NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. 13 WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2' FROM THE A APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 12. 14 CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED —USE PATH. 15 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. 16 SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. Wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z 0 H d U ui w 0 w Q 0 0 z z o} U_ w w _ W z 0� w ❑ w 0 zyjQ�d Q : — U O J Cn0 U m2~ZZ _ z Q w = w z uaj 0 }aoQ�uj U pz Q > ❑ cn uj < ui J = U 05 i �ocouW mw�UnO wwUZUn ui _ � U 3:— O ❑ J J Z LJJ O J LJJ > LJJ 0 w U LJJ O Q U) Z O J O D DESIGN BY: CA CHECK BY: CA Z O 0 D LL O u DETAILS PEDESTRIAN CURB RAMP C.P 016969-000 SHEET L7.4 1:3 EXISTING �' 1 /2" R. WALK ,,,,,,,Ai�; V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS EXISTING WALK 1 /2" R. e •d o:: 0'• o. � � f f R. s.. .o•::.. 4<1 n V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING 6" WIDE V—CURB 1:2 4" PEDESTAL POLE (LINE UP CENTER OF POLE WITH THE BACK OF V—CURB) PLAN VIEW APS PUSI- MOUNTING (SADDLE 6" WIDE V—CURB /ARIABLE 1EIGHT H 6„ V CURB VARIABLE HEIGHT H DISTANCE FROM APS PUSH BUTTON TO EDGE OF SIDEWALK MUST NOT EXCEED 10 INCHES X1:2 /6" WIDE V—CURB 30" X 30" SQUARE PEDESTAL FOUNDATION (MUST BE FLUSH WITH THE SURROUNDING WALK) SECTION B—B SIGNAL PEDESTAL & PUSH BUTTON (V—CURB) EXISTING BUILDING EXISTING WALK 1 /2" R. 1" R. NTERSECTION • ,••e. �d a D. :Q•,�e•Q.•�:e•Q 'ii��„iiiiiiiii ii�iiii�i'v,°'/ e ,• p.°' a ••�' v.v. n v \ % •v • •s:e c O:e, e v v. • K V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CURB HEIGHT H CURB WIDTH W n 6" 4" n 6" 6" 6" WIDE V—CURB 4" PUSH BUTTON STATION POLE APS PUSH BL MOUNTING SP. (SADDLE ADAI 18" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V—Cl VARIABLE HEIGHT H 4' MIN. LANDING DISTANCE FROM APS PUSH BUTTON TO EDGE OF SIDEWALK AMUST NOT EXCEED 10 INCHES fl u � 6" WIDE V—CURB 18" WIDE BY 18" LONG, A MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. SECTION A —A PUSH BUTTON STATION (V—CURB) 9' 2' MIN 2° 4' 1 3' I WALKABLE FLARE PEDESTRIAN I PEDESTRIAN PA' OF TRAVEL SEMI —DIRECTIONAL RAMP (3,4,9) 3' DOME SETBACK, 4' LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD—END SIDEWALK) INSET A EXISTING 1.5% 4.5% O (VAR.) I (VAR.) INSET A TRANSITION PANEL ® O NOTES: A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT—OF—WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. O1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. O2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V—CURB. ® THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS 1' LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. O5 TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. s INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA — 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. O TRANSITION PANEL(S) — TO BE USED FOR TRANSITIONING THE CROSS —SLOPE OF A RAMP TO THE EXISTING WALK CROSS —SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SIN U) z f_0 V\Lu z O H d U Lu w W Q 0 z Z O} W U w _ W Z 0� W D ❑ W �0�Q❑ z°Q�d Q - U O J �m=~z _ � U Z Lu 0� ❑ z Q m = w z a- 0 }aoC) U U- Q 5; ❑ Fu-) w�wQw d J = U 0� 5 >- OcouW mm�v,0 W WUJ U Z co _ � (IfU Q 0 ❑ J J z w O J w > w 0 w U w O Q U) z O J O D DESIGN BY: CA CHECK BY: CA cD of w m Q U w U Q z Q U z 2 O 0 U— O A, DETAILS co ro 0 v 0 Z U_ J 0 N 0 N 0 N PEDESTRIAN CURB RAMP C.P 016969-000 SHEET L7.5 EXPANSION MATERIAL PLACEMENT FOR CONCRETE AND BITUMINOUS ROADWAYS PLAN VIEW 12" MIN. I? EXISTING SIDEWALK EXISTING I? SIDEWA K 136"M�X. REPLACEMENT SIDEWALK I OPTIONAL CURB LINE REINFORCEMENT PLACEMENT ON BITUMINOUS ROADWAYS PEDESTRIAN RAMP PEDESTRIAN RAMP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE TO 4% CHANGE CHANGE FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS PEDESTRIAN RAMP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE 36" T/2jPROPOSED CURB AND GUTTER PROFILE VIEW T/2 SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) 4" SI D WALK (TYPICAL) OPTIONAL SIDEWALK REINFORCEMENT SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. SAWCUT EXISTING CURB AND GUTTER a 4 e 4 O O 3" MIN. 4 o a C 4 0 4 0 4 c .o e d Q Q a4 •4 V d G/ OPTIONAL CURB LINE REINFORCEMENT DETAILS OO T FOR USE ON CURB RAMP RETROFITS CURB AND GUTTER REINFORCEMENT O3 ` \ FLOW LINE 1.0% MIN. PROFILE "TABLE" - FAN LANDING \ \ 5.0% MAX. 3" PEDESTRIAN RAMP PEDESTRIAN RAMP \ LANDING 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. o 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED 5.0% MAX. LANDING • �\ e.• p C e � e n• \ FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS e•p U •e. a �.' 12" 3„ O.o• .e o D D. • p ° \ •p e n � \ PEDESTRIAN RAMP 12" D• 36 MAX. / \ 1.0% MIN. 1.0% MIN. 1.0% MIN. 36" e � ° � 36" MAX. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. MAX. MAX. / 2' 12" 12" FLOW LINE PROFILE RAISE - FAN 3 12" CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING � POUR REINFORCEMENT "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. MILL & OVERLAY PROJECTS: "TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1 1.0% MIN. CROSS -SLOPE OF THE ROAD 2 5.0% MAX. CROSS -SLOPE OF THE ROAD 3 "TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 4 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1 1.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD 2 1.0% MIN. FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE 3 5.0% RECOMMENDED MAX. FLOW LINE 4 LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL 3" MIN. SAWCUT 36" MAX. 36" MAX. D 12" 3" NOTES: \1 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. \ DRILL AND GROUT NO. 4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER TO CENTER (EPDXY COATED). BARS TO BE ADJUSTED TO MATCH RAMP GRADE. O DRILL AND GROUT 2 - NO. 4 X 12" LONG REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. ® THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. O5 1 /2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3702. wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN U) z _O U5 W z 0 U w 0 w Q 0 0 z z 0� Lu U w _ wow a-�Qo zLuQ�d Q :E - U O J U)0=1zZ _Lu U Z Q = w z a- 0 } a U < pz Q Un w�wQw U J = >-0U/)LOU LL ma-�v,0 wwUZU) Lu _ Q� (If U Q 0 o J J z Lu 0 J Lu Lu 0 Lu 0. W �0 Q U) z 0 J 0 DESIGN BY: CA CHECK BY: CA cD of w m Q U w U Q 0 z Q U z 0 LL 0 DETAILS 0 N 0 N 0 W H Q 0 PEDESTRIAN CURB RAMP C.P 016969-000 SHEET L7.6 77 a M 0 N 0 N U) M H N z w 7- w L a a ' J 0 J 0 0 0 0 a U 0 0 0 0 .. CONCRETE SHALL HAVE 1.0% MIN. / 1.5% MAX. CROSS -SLOPE IN DIRECTION OF POSITIVE DRAINAGE FLOW, UNLESS INDICATED OTHERWISE (TYP) - REFER ALSO TO GRADING PLANS FOR ADDITIONAL INFORMATION. SAW CUT CONTROL JOINTS. CRACK CONTROL JOINTS SHALL EXTEND TO 1/3 THE THICKNESS OF THE CONCRETE. CRACK CONTROL JOINTS TO BE REPLACED WITH 1/2" EXPANSION JOINTS AT INTERVALS NO GREATER THAN 30 FEET. REFER TO PLANS FOR LOCATIONS/PATTERNS OF CONTROL JOINTS AND VERIFY WITH LA-E PRIOR TO PLACEMENT CONCRETE (REFER TO PLANS FOR THICKNESS) WITH LIGHT BROOM FINISH PLAN VIEW TRAILS SHALL HAVE A 1.5% CROSS -SLOPE IN DIRECTION OF POSITIVE DRAINAGE UNLESS INDICATED OTHERWISE - REFER TO GRADING PLAN 1.5" TYPE SP 9.5 WEARING COURSE MIX (2,B) SPWEA240B (NOT TO EXCEED 10% RAP) BITUMINOUS TACK COAT, MNDOT 2357 1.5" TYPE SP 12.5 NON WEAR COURSE MIX (2,B) SPNWB230B ASPHALT TO HAVE 45 DEGREE TAMPED EDGES L 6" COMPACTED DEPTH OF MnDOT 3138 CLASS 5, 5Q OR 6 CRUSHED AGGREGATE CONCRETE TO BE 1" ABOVE ADJACENT GRADE (TYP) BASE COMPACTED TO 100% STANDARD TOPSOIL 1/4" RADIUS OUTSIDE EDGE (TYP) PROCTOR DENSITY TO EXTEND 6 INCHES BEYOND EDGE OF TRAIL (TYP) 4" OR 6" CONCRETE PAVEMENT PER PLANS - - - - - - - - - _ - - 5" COMPACTED DEPTH OF MnDOT 3138 CLASS 5, 5Q OR 6 CRUSHED AGGREGATE BASE COMPACTED SUBGRADE (TYP) CONCRETE SECTION VIEW Concrete Pavement CONCRETE Date NOT TO SCALE Date Revised: 1 Revised STANDARD CONCRETE PAVEMENT PLACE 1/2" EXI JOINT BETWEEN DI PAVEMENTS (TYP) - JOINT FILLER JOINT CONTROL JOI LOCATION (T' LI 10' 11' F 4' LLIMIMIL .1MIMIN -MIMIJ WITHIM I 11MIMLINININ 5' 'ANSION =FERING RECESS AND USE )EALANT 5' 4.5' t 6.5'= 4' 4' 1 L L__LL I I L I I 5' NT YP) 8' I I I I I LLLLLLLLiL Ld I 6.5' I 1 1.5' 5' 18' SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP) Bituminous Pavement 3" HEAVY DUTY BITUMINOUS Date NOT TO SCALE 04i28i2020 wsb Revised 2 Revised BITUMINOUS TRAIL PAVEMENT INTEGRAL COLORED CONCRETE BANDS WITH MEDIUM BROOM FINISH IN OPPOSITE DIRECTION WITH 1/4" RADIUS EDGES (COLOR TO BE SELECTED TO MATCH BUILDING LIMESTONE COLOR) - REFER TO PLANS FOR THICKNESSES AND LOCATIONS LIMESTONE SLAB APPROXIMATELY 6' LONG x 22-24" HEIGHT FOR BENCH (REFER TO PLANS FOR LOCATIONS) SIDES CAN BE ROUGH BUT TOP TO HAVE SMOOTH FINISH, SET LIMESTONE IN SUBGRADE TO ACCOUNT FOR APPROXIMATE 18" EXPOSED HEIGHT STANDARD CONCRETE WITH LIGHT BROOM FINISH - REFER TO PLANS FOR THICKNESSES - CONCRETE TO EXTEND UP TO LIMESTONE BENCH WITH 1/2" EXPANSION JOINT BETWEEN CONCRETE AND LIMESTONE BANDING DESIGN NOTE: TYPICAL DIMENSIONS ARE SHOWN FOR GENERAL BANDING DESIGN, REFER TO PLANS FOR CONFIRMATION ON DIMENSIONS THAT MAY VARY 6" CONCRETE WITH #4 CONTINUOUS REBAR SPACED AT 16" O.C. BOTH WAYS. REBAR TO BE CENTERED VERTICALLY WITHIN THE POUR. STOP REBAR 3" FROM EDGE OF CONCRETE • PROVIDE LIGHT BROOM FINISH • ONE SINGLE CONTINUOUS POUR FOR ENTIRE COURT IS REQUIRED - JOINTS TO BE SAW CUT • CONCRETE MUST BE "WET CURED" • CONTRACTOR MUST PROTECT FRESHLY POURED CONCRETE FROM DAMAGE REBAR TO BE PLACED A MIN. 2.5" FROM EDGE OF CONCRETE (TYP) S . o 1/2" RADIUS EDGES [TOP OF ADJACENT SOIL GRADE TO BE LEVEL WITH TOP OF PAVEMENT 5" COMPACTED SUBGRADE (TYP) 6" DEPTH OF 100% CRUSHED LIMESTONE CLASS 5 AGGREGATE BASE COMPACTED TO 100% SPD Pavement REINFORCED CONCRETE Date NOT TO SCALE Date Wsb Revised:1 Revised REINFORCED CONCRETE PAVEMENT LIMESTONE SLAB APPROXIMATELY 6' LONG x 22-24" HEIGHT FOR BENCH (REFER TO PLANS FOR LOCATIONS) SIDES CAN BE ROUGH BUT TOP TO HAVE SMOOTH FINISH, SET LIMESTONE IN SUBGRADE TO ACCOUNT FOR APPROXIMATE 18" EXPOSED HEIGHT V\JIvII / \J 1 LLJ VLnVI.J %J AGGREGATE BASE TO EXTEND UNDER LIMESTONE BENCH (TYP) ^'^" EXPANSION JOINT RECESSED FILLER OINT SEALANT SENT CONCRETE TO AID UP TO EDGE OF )TONE BLOCK WHERE MEET D (TYP) •�•�•�•Ilil•il•I�I•II� CONTROL JOINT NOTE: CONTROL JOINTS SHALL BE PLACED AT ALL CORNERS AND INTERSECTIONS OF THE PLAY AREA CURB WITH JOINTS EQUALLY SPACED IN BETWEEN CORNERS AND INTERSECTIONS ALONG ALL SECTIONS OF CURB AT 10' MAXIMUM INTERVALS AND SHALL EXTEND TO 1/3 THE DEPTH OF THE CONCRETE. REPLACE CONTROL JOINTS WITH 1/2" EXPANSION JOINTS AT 30' MAXIMUM INTERVALS. LOCATION OF CONTROL AND EXPANSION JOINTS SHALL BE REVIEWED AND APPROVED BY LA-E PRIOR TO POURING CURB (TYP). PLAY AREA SURFACING AND BASE BY OTHERS - COORDINATED EFFORTS WITH SURFACE INSTALLER - 1/4" INSIDE RADIUS EDGE TO BE REPLACED WITH CHAMFERED EDGE IN LOCATIONS ADJACENT TO POURED IN PLACE RUBBER 6"X12" CONCRETE PLAY AREA CURB WITH REBAR - NOTE: CONTRACTOR HAS OPTION TO CONSTRUCT THE WALK WITH AN INTEGRAL CURB Y2" EXPANSION JOINT 1/2" DIA. X 6" LONG SLIP DOWEL (COORDINATE WITH PLAYGROUND SURFACING INSTALLER) a - • -a h ° • < a ADJACENT WALK 0 o WHERE rbb APPLICABLE COMPACTED SUBGRADE 4" SOLID PIPE TO DAYLIGHT OR AS INDICATED ON PLANS PLAY AREA SUBGRADE TO BE ESTABLISHED BY SITE CONTRACTOR 4" DIA. PERFORATED DRAINTILE IN ROCK TRENCH - REFER TO PLANS FOR LOCATIONS AND INVERT ELEVATIONS 8" MIN. WIDTH OF CRUSHED CLEAN AGGREGATE TRENCH FOR DRAINTILE (MIN. 2" BELOW AND ALONG SIDES OF PIPE) wl;b WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z 0 0 U U) tL w Q 0 0 z z o>- w U_ w _ `L❑z�0� w=❑w d 0 Q ❑ zyjQ�d Q :E - U O J U 0 2 ~ Z _LU U Z 2 ❑ 2i z =wQ J_ za- }aOQW U pz Q 5;❑ U) w�wQw U � 5 J = �0co mw�v,0 wwUZU) (ifS LU (IfU Q O ❑ J J z Lij G 0- 0 J LLI LLJ 0 Lu U 0� LLI O Q 0— U) z O J rO V DESIGN BY: CA CHECK BY: CA co of w m Q U w U Q z Q U Cz G O V D LL O A, u DETAILS C.P co ro 0 v 0 Z U_ J 0 N O N 0 SHEET COLORED CONCRETE BANDS LIMESTONE BENCH CONCRETE PLAY CURB 016969-000 L7.7 77 a Ln Ln O N 0 N N M cn Ln U U-)I J 0 J 0 0 O 0 ru U 0 0 O 0 .. 1-5/8" TOP, MII AND BOTTOI RAILS (TYP 18" WIDE X 5" THICK CONCRETE MAINTENTANCE STRIP (4000 PSI), SEE DETAIL BACKSTOP FENCE ELEVATION w I Q � a d� w .. /SIN,INNOW/ I��NICE/ IN,NICEIN, N�IN,/ IL I_ EQUAL SPACED POSTS 5-0" MAX O.C. • • • � •ems •�i •� •� •�i •�i •� � \-4" DIA. END AND GATE POSTS TO BE INSTALLED IN 18" DIA. CONCRETE FOOTING (4000 PSI) TO 60" DEPTH (TYP) PICKLEBALL FENCE ELEVATION fl /CAI InC 711 CA r7)M1r' MI A/'CM - `-' • `-' •' `-"-' ' `-' \' I / r V V 1 1110.1 \.I I N /-1 L L r \J J 1 J NOTE: ALL FENCING TO BE BLACK VINYL COATED 9 GAUGE MESH TO BE INSTALLED ON INTERIOR SIDE OF COURT FENCING (TYP) 4'-6" (FV) ENSURE 4' MIN 1 %" TOP, MID & ' CLEAR OPENING BOTTOM RAILS '=NEVE0L 3" DIA. LINE POSTS TO BE INSTALLED IN 12" DIA. CONCRETE FOOTING TO 60" DEPTH (TYP) FURNISH AND INSTALL 2" WELDED GATE FRAME WITH 9 GA. CHAINLINK FABRIC, INDUSTRIAL HINGES AND LATCH (TYP) - CENTER GATE BETWEEN POSTS AS INDICATED CONTINUOUS TOP RAIL - TYP Jfl�dd'riddIA , d 1 %" BETWEEN BOTTOM RAIL AND TOP OF CONCRETE MAINTENANCE STRIP (TYP) --mom '-iii'!'iii'!'iii'!'iii'!'iii'!'� fl III III 111 111 11 111 III ll COMPACTED SUBGRADE (TYP)III 1 11 1-112" SPACE BETWEEN MAINTENANCE STRIP AND BOTTOM POSTS (TYP), 2 L6.1 SLOPE AWAY FROM COURT (TYP) I I1 1I1 1I1 1I1 1I1 1I1 1I1 1II— BITUMINOUS COURT PAVEMENT AND CONCRETE MAINTENANCE STRIP, SEE DETAIL TACK WELD LATCH TO POST TO PREVENT ROTATION INDUSTRIAL GATE LATCHES DRILL HOLE IN POST TO ALLOW BOLTS TO BE TIGHTENED TO v PREVENT HINGEROTATION - (3) HINGES REQUIRED PER GATE INDUSTRIAL GATE HINGES TOP RAIL 1 /4" TO 1 /2" BELOW TOP OF RAIL FABRIC TO BE PLACED ON INTERIOR SIDE OF PICKLEBALL COURT (TYP) FABRIC PLACEMENT DETAIL w(;b WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA z 0 U U) w 0 n r i Z O� F_ Lu U_ w _ WZ�� wD❑w �0�Q❑ zLuQ=Z)d Q — U O J U m 2 ~Lu Z _ 0 U Z Z Q = w Z Lu a 0 } a O Q Lu U pzQ>o� Lu < Lu F a J = U 0� D >- O co W m w � O wwUZU) Lu _ Q� (If U Q O ❑ J J z Lu G O J Lu Lu 0 Lu U 0� Lu i 3 O Q U) z O J O 2 co ro 0 cD w O 00 Z < Q U_ J U W U Q ❑ o Z c�j Q U N 0 N W H Q z O V D LL O DETAILS C.P. 016969-000 SHEET L7.8 I. 77 Ln 0 N 0 N N r M cn Ln 0 U �I J J O 0 0 0 C a U 0 0 0 m rn 0 r IVL\L-L ur%L_L I LI VIA L_ r-�i mLi %j r%i L_, SEE DETAIL BASELINE cs \ O \ \ \ O70, \Q o_ \ y NON-VOLLEY\ZONE O LEFT SERVICE AREA \ \ \ RIGHT \ SERVICE AREA \ 1 0'-0" 20'-0" LINE TOLERANCE GUIDE: CENTERLINE SIDELINE NON -VOLLEY LINE NET FO5T 22' INSIDE POST -TO -INSIDE POST 36" NET HEIGHT AT POST 34" NET HEIGHT AT CENTER NOTES: ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF LINES. LINES SHALL BE 2" WIDE. SUGGESTED COURT COLORS OUT OF PLAY = GREEN NON -VOLLEY ZONE = LIGHT BLUE SERVICE AREA = BLUE LINE STRIPING = WHITE *CONTRACTOR MUST SUBMIT COLOR CHART FOR FINAL APPROVAL BY OWNER PRIOR TO INSTALLATION. NET LINE TO OUTSIDE OF NVZ LINE: 7'-0" +/-1/8" NET LINE TO OUTSIDE OF BASELINE: 22'-0" +/-1/4" OUTSIDE SIDELINE TO OUTSIDE SIDELINE: 20'-0'' +/-1/4" OUTSIDE SIDELINE TO CENTERLINE: 1 0'-0" +/- 1/8" DIAGONAL DIMENSION: 48'-4" +/-3/4" COURT - PLAYING LINE LAYO U T NOT TO SCALE PICKLEBALL COURT STRIPING 6" BITUMINOUS COURT PAVEMENT WITH ACRYLIC COURT COLOR SURFACING, SEE SPECIFICATIONS 1.5" RAP -FREE WEARING COURSE MIX (SPWEA240B) (TYP) TACK COAT 1.5" TYPE BITUMINOUS NON WEAR COURSE MIX (SPWEA230B) (TYP) FURNISH AND INSTALL MnDOT 3138 CLASS 5 AGGREGATE TO 6" MIN. DEPTH AND COMPACT TO 100% STANDARD PROCTOR DENSITY (TYP) SUBGRADE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP) wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z _O U) Lu z 0 U w 0 n i I z o� U_ w w _ H ❑Z � Q� w�❑w aQ❑ z°Q�d Q — U o J Lm2~Z _ 0 U Z Z Q 0 }a = w Z a oQLu U pz Q 5; ❑ �wQw w d J = U � ❑ � >- OUOLL co a- 0 0 wwUZU) Lu _ Q� U Q O ❑ J J z LLu 75 n O J LI Ll 0 Lu U 0� Lu �O Q U) z O J O D 2 DESIGN BY: CA CHECK BY: CA cD of w m Q U w U Q ❑ z Q U z 75 O (D D H O A, u DETAILS co ro co 0 v 0 Z U_ J 0 N 0 N 0 N w H Q 0-2 PICKLEBALL COURT PICKLEBALL AND TENNIS COURT PAVEMENT C.P 016969-000 SHEET L7.9 BASKETBALL COURT STRIPING (BY OTHERS) NOTE: PAVEMENT REQUIREMENTS: 77 a 0 lV O N L Ln N M cn Ln O U U-)I J J O O O m Q" O O U 00 0 O m rn O NOTES 1. LINE STRIPING FOR THE TENNIS COURT LAYOUT SHALL BE 2" WIDE WHITE STRIPING IN ACCORDANCE WITH USTA STANDARDS AND AS INDICATED ON PLANS. DIMENSIONS FOR TENNIS COURT LAYOUT ARE FROM THE OUTSIDE TO OUTSIDE OF THE LINES WITH THE EXCEPTION OF THE DIMENSIONS TO THE COURT CENTERLINES WHICH ARE MEASURED OUTSIDE TO CENTER (TYP). 2. ALL ASPHALT SHALL BE COLOR COATED IN ACCORDANCE WITH WRITTEN SPECIFICATIONS - REFER TO SPEC SECTION 02533 FOR ADDITIONAL INFORMATION. COLOR COAT SHALL CONSIST OF THREE COLORS TO BE PICKED BY THE OWNER AT TIME OF CONSTRUCTION (TYP). 62' DIMENSIONS FOR BASKETBALL COURT LAYOUT ARE FROM THE OUTSIDE TO OUTSIDE OF THE LINES, UNLESS INDICATED OTHERWISE, WITH THE EXCEPTION OF THE DIMENSIONS TO THE COURT CENTERLINES WHICH ARE MEASURED OUTSIDE TO CENTER. LINES SHALL BE 2" WIDE WHITE PAINT (TWO COATS) OF NON -REFLECTIVE PAINT CONFORMING TO STANDARD SPECIFICATIONS FOR SPORTS COURTS (TYP). BASKETBALL GOAL NOTE: FURNISH AND INSTALL BASKETBALL GOALS - COMPLETE, INCLUDING CONCRETE FOOTINGS AND ALL ATTACHMENTS. TOP OF CONCRETE FOOTING TO BE FLUSH WITH TOP OF ASPHALT SURFACE. FOOTINGS SHALL BE 24" DIA. x 60" DEEP (MIN), OR GREATER, IF REQUIRED BY MANUFACTURER. DIMENSIONS SHOWN FOR BASKETBALL STANDARD RELATE TO BACKBOARD. CONTRACTOR MUST OFFSET FOOTING LOCATION ACCORDINGLY BASED ON SPECIFIC PRODUCT MANUFACTURER DATA. TOP LIFT OF PAVEMENT ON ALL SPORT COURT AREAS SHALL CONSIST OF VIRGIN (RAP -FREE) ASPHALT PAVEMENT. PAVEMENT SHALL BE ALLOWED TO CURE A MINIMUM OF 28 DAYS BEFORE ACRYLIC SURFACING MAY BE APPLIED. REFER TO SPECIFICATIONS AND SURFACING MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL WORK FROM DAMAGE, DEFECT OR VANDALISM UNTIL THE PROJECT IS SUBSTANTIALLY COMPLETE. CONTRACTOR SHALL CORRECT ANY DAMAGE TO THE OWNER'S SATISFACTION, AT CONTRACTOR'S EXPENSE. 50' 48' 18' 4' Ir 4' Ir 18' Ir 4' Ir wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN U) z _O \) Lu ry z 0 rr 0 cn w 0 n r i Z O } F U_ w ui _ H ❑Z � Q� wD❑w d 0� Q ❑ zujQ�Q Q — U O J Cnm2~Z _ 0 U Z Z Q = w Z ui a 0 } a O Q uj U Q ❑ C/) w�wQw a J = U of ❑ �0C/)w mw[Un0 wwUZUn ui _ Q� U Q O ❑ J J 122' 78' 42' � ' � 3 z 12 48' LLI 2 2 v 3' � 3' O TENNIS NET SYSTEM, J ° SEE DETAIL 28' w TENNIS COURT FENCING 3' 3' LIJ AND GATE, 0 SEE DETAIL ui U 3' 3' ui O U) z 0 J 0 2 DESIGN BY: CA CHECK BY: CA Cz G 0 V LL 0 A, u DETAILS co ro co 0 v 0 N 0 N 0 N w H Q 0-2 TENNIS COURT BASKETBALL COURT C.P 016969-000 SHEET L7.10 77 a 0 N 0 N L Ln N M cn Ln U U-)I J J O 0 0 0 a U i 0 0 0 0 THERE SHALL BE A CLEAR SPACE OF 12" CHAINLINK FENCING BETWEEN THE TOP OF THE CONCRETE INSTALLED ON INTERIOR CHAINLINK FENCING INSTALLED AND THE BOTTOM RAIL/CHAINLINK FENCE SIDE OF COURT (TYP) ON INTERIOR SIDE OF COURTS FABRIC - THE FABRIC SHALL NOT BE (TYP) ALLOWED TO TOUCH THE CONCRETE (TYP) FENCE POST IN 'BOND FENCE POST PLACED 6 1.5" RAP -FREE WEARING COURSE MIX BREAKER' SLEEVE INCHES FROM INTERIOR (SPWEA240B) WHICH SHALL BE FLUSH . . . . . . - - - CENTERED ON CONCRETE SIDE AND 12 INCHES FROM TO THE TOP OF THE CONCRETE WWWWWWWWWWW = � _ _ = MAINT. STRIP (TYP) EXTERIOR TURF SIDE MAINTENANCE STRIP (TYP) TACK COAT ASPHALT COURT WITH 1/2" RADIUS EDGES (TYP) WWWWWWWWWWW - =--- -- COLOR COAT SURFACE 1.5" TYPE BITUMINOUS NON W W W W W _-_ _ - (TYP) SLOPE AWAY FROM 18" ' WEAR COURSE MIX WWWWWWWWWWW ==-_ -- CONCRETE STRIP 12" 6" (SPWEA230B) (TYP) WWWWWWWWWWW - _ - _-- 18" WIDE x 5" THICK W W W W W W W W W W W -- CONCRETE MAINTENANCE W W W W W STRIP (4000 PSI) WITH LIGHT 18" WIDE x 5" THICK CONCRETE W- 5" 3 WWWWWWWWWWW BROOM FINISH. PLACE MAINTENANCE STRIP (4000 PSI) 611 WWWWWWWWWWW CRACK CONTROL JOINTS WITH LIGHT BROOM FINISH. a W w W w W w W w W w W CENTERED ON EACH POST - PLACE CRACK CONTROL ° WWWWWWWWWWW REPLACE CONTROL JOINTS JOINTS CENTERED ON EACH a W W W W W W WITH 1/2" EXPANSION POST - REPLACE CONTROL JOINTS NO GREATER THAN JOINTS WITH 1/2" EXPANSION 30' APART - TYP. JOINTS NO GREATER THAN 30' ' MnDOT 3138 CLASS 5 AGGREGATE TO 6 1211 APART-TYP. INCH MIN. COMPACTED THICKNESS TO 60" EXTEND BENEATH CONCRETE MAINTENANCE STRIP (TYP). 18" LJ SUBGRADE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP) a ° 1 4 CONCRETE FOOTING (4000 PSI) TO 60" ° DEPTH ON ALL CORNER, END AND GATE POSTS (TYP) X 0'-9" 1'-6" wsb MAINTENANCE STRIP 55'-0" - (5) EQ. FENCE SECTIONS CONC. MAINTENANCE STRIP DETAIL NOT TO SCALE 10'-0" -GATE SECTION 2'-9" 1 4'-6" (FV) 2'-9" 4' MIN OPENING 55-0" - (5) EQ. 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POSTS RIVEN I VL/LI I I I BELOW GRADE (TYP) 3" DIA. CORNER, END AND GATES POSTS TO —JV BE INSTALLED IN 18" DIA. CONCRETE FOOTING (4000 PSI) TO 60" DEPTH (TYP) TENNIS & PICKLEBALL Date' Date Revised. 1 Revised FURNISH AND INSTALL 2" WELDED GATE FRAME WITH 9 GA. CHAINLINK FABRIC, INDUSTRIAL HINGES AND LATCH (TYP) - CENTER GATE BETWEEN POSTS AS INDICATED 9 GAUGE MESH - INSTALLED ON INTERIOR SIDE OF COURT FENCING TYP 24" WIDE X 5" THICK CONCRETE _ MAINTENANCE STRIP, SEE DETAIL _I- 11I 1 Y2" BETWEEN BOTTOM RAIL —� AND TOP OF CONCRETE III- MAINTENANCE STRIP (TYP) =III_ F SUBGRADE COMPACTED TO II- 100% STANDARD PROCTOR DENSITY NOTE 1. FENCE ELEVATION SHOWN INDICATES SIDE WITH THE COURT GATE. REMAINING SIDES OF AS PER DETAIL WITH POSTS EQUALLY SPACED NO GREATER THAN 10'-0" APART (REFER ALSO TO LAYOUT PLANS). 2. ALL INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM AND INDUSTRY STANDARDS FOR CHAINLINK FENCING AND SHALL INCLUDE ALL FITTINGS, TENSION BANDS/BAR/WIRES, BRACES, CONNECTORS, POST CAPS, AND OTHER APPURTENANCES. ALL METAL MATERIALS SHALL BE GALVANIZED. ALL WELDED JOINTS AND/OR TACK WELDS SHALL BE GROUND SMOOTH, CLEANED W/SOLVENT, AND REFINISHED WITH COLD GALVANIZING SPRAY IN ACCORDANCE WITH ASTM STANDARDS. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION 1.5" RAP -FREE TYPE SP 9.5 WEARING COURSE MIX SPWEA240B — BITUMINOUS TACK COAT, MNDOT 2357 F2.0" TYPE SP 12.5 NON WEAR COURSE MIX SPNWB230C �I. IJ.II.I %I.IJ.II.II.IJ.II.IJ.%I.IJ.II. IJ.IJ II. IJ.II. IJ. %I. IJ. �. 8" COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY WITH 450 EDGES (TYP) SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP) BASKETBALL COURT PAVEMENT INDUSTRIAL GATE HINGES TACK WELD LATCH TO POST TO PREVENT ROTATION FABRIC PLACEMENT DETAIL DRILL HOLE IN POST TO ALLOW BOLTS TO BE TIGHTENED TO PREVENT HINGE ROTATION - (3) HINGES REQUIRED PER TENNIS GATE INDUSTRIAL GATE LATCHES TOP RAIL 1/4" TO 1/2" BELOW TOP OF RAIL FABRIC TO BE PLACED ON INTERIOR SIDE OF TENNIS COURT (TYP) wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z _O U5 W z 0 U w 0 w Q 0 0 z z O } w U_ w _ `L❑� z0� w�❑w d Q ❑ z°Q=Z)d Q :E — U O J Un 0 m = H Z _ U Z z Q = w Z a 0 0 } a o Q Wu U Q ❑ U) w �wQw a J = U 0� ❑ >- O co w m w � O wwUZU) Lu _ Q� (If U Q O ❑ J J z LLu G O J LI Lu 0 LI U 0� LI O Q � U) z O J O D DESIGN BY: CA CHECK BY: CA z O V D LL O A, u DETAILS O N 0 N 0 N w H Q - TENNIS COURT FENCE AND GATE C.P 016969-000 SHEET L7.11 5'-0" DIVIDER FENCE ELEVATION REFER TO LAYOUT PLAN wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA Cn z O Lu N ry z 0 a U U) W II i lea Z 0� W U_ Lu_ H W Z of W = W d ()� Q 0 Z z W Q Q J�—UO CL IH W tnp�T_-=Z Lu 0 E C, w Q Z Q LL 2WQ 0 Z0- } d 0 U H Ll(n—cnQ � < C/) wZw U��JH >-0UwLL LuLVzO ww Lu 2 W U Q 0 J J z Lu 75 n O J Lu Lu 0 Lu CU 0� Lu �O Q � n U) z O J O 2 NJ L_J DETAILS v O C.P 016969-000 SHEET L7.12 a 0 ifl N 0 N Ln N M U �' J 0 J 0 0 0 m rn 0 a U 0 0 0 m rn 0 .. 10'-2" 1 '-4" 0 0 0 0 — 0 — —0 0 0 0 I I to 0 o II I I I I I I10I 0II O 0 O 0 0 0 0 0 -----!!! i-- — —i ii—ZI ---- 90"X16" BURNERFIRE PIT INSERT WITH PAN INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND BUILDING CODES - PAN TO BE FILLED WITH LAVA ROCK FIRE PIT - PLAN VIEW ELEVATION "A" ELEVATION "B" PRECAST CAP WITH INTEGRAL COLOR AND LIGHT SANDBLAST FINISH IN (8) SEGMENTS WITH 3/8" JOINTS AS INDICATED - ENSURE CAP IS INSTALLED LEVEL 0'-3" INSTALL PANEL FOR IGNITION, TIMER AND EMERGENCY SHUT OFF TO BE FLUSH WITH BRICK FACE PROVIDE PROPER VENTING 2- 6"X18" VENTS ON OPPOSING SIDES ATTACH CAP TO PIER WITH 4" LONG X 1/4" DIA. SS PINS TO BE SPACED NO GREATER THAN 12" O.C. ALONG EACH WALL LENGTH PRECAST CONCRETE CAP WITH INTEGRAL COLOR TO MATCH BUILDING LIMESTONE COLOR BRICK VENEER TO MATCH BUILDING BRICK AND EMERGENCY SHUT OFF CONTROLS INSET TO BE FLUSH WITH FACE OF WALL ATTACH CAP TO PIER WITH 4" LONG X 1/4" DIA. SS PINS TO BE SPACED NO GREATER THAN 12" O.C. ALONG EACH WALL LENGTH GAS REQUIREMENTS 205 LF 350 BTU 2" PIPE- VERIFY AND CONFIRM LOCAL CODE REQUIREMENTS AND SPECIFICATIONS WITH PLUMBER. HARD PIPE SHALL BE USED ABOVE GROUND, POLYETHYLENE PIPE SHALL BE USED BELOW GROUND. PLACE PIPE IN 14" MINIMUM TRENCH BELOW FINISHED GRADE ACCORDING TO LOCAL CODE REQUIREMENTS. PROVIDE ALL NECESSARY VALVES, CONNECTIONS, AND APPURTENANCES. INSTALLATION OF FIRE PIT INSERT, CONTROLS, VENTS, AND IGNITION WITH TIMER AND EMERGENCY SHUT OFF FIRE PIT SECTION PRECAST CONCRETE CAP WITH INTEGRAL COLOR TO MATCH BUILDING LIMESTONE COLOR BRICK VENEER TO MATCH BUILDING BRICK 4'-0" WIDTH 0'-11 2 1 " , 1'-4" r 1 0'-5" � I co 2„ 11 0. NATURAL GAS SUPPLY FROM PAVILION BUILDING TO FIRE PIT INSTALLED BY CERTIFIED PROFESSIONAL - REFER ALSO TO MECHANICAL PLANS 6" CONCRETE PAD WITH #4 REBAR REINFORCEMENT EQUALLY SPACED IN BOTH DIRECTIONS NO GREATER THAN 12" O.C. _ i� `ti ` • •li _ 4 p�'m RRE NSPI RED® CSA CERTIFIED -OUTDOOR USE ONLY FOR COMMERCIAL AND RESIDENTIAL USE ❑ SELECT DESIRED VAC: ❑ 120 VAC ❑ 24 VAC L] SELECT DESIRED OPTION: ❑ ON/OFF ❑ HI/LOW ISOMETRIC VIEW 90"X16" BURNERFIRE PIT INSERT WITH PAN INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND BUILDING CODES - PAN TO BE FILLED WITH LAVA ROCK PRECAST CONCRETE CAP WITH INTEGRAL COLOR AND LIGHT SANDBLAST FINISH - GROUT TO FOUNDATION LED LIGHTING UNDER CAP - REFER TO ELECTRICAL PLANS BRICK VENEER GROUTED TO FOUNDATION VENTS - 4 TOTAL WALL TIES 1/2" EXPANSION JOINT WITH NON -SHRINK GROUT OR CAULK 4 BETWEEN FIRE PIT WALL AND ADJACENT 4" THICK CONCRETE `—ELECTRICAL SERVICE - SEE ELECTRICAL PLANS #4 REBAR TIES INTO CMU FOUNDATION - FILL CMU —5" COMPACTED CLASS 5 AGGREGATE BASE HEARTH PRODUCTS CONTROLS 3050 PLAINFIELD RD. KETTERING, OH 45432 TOLL FREE: 1-877-433-7001 PHONE: (937) 433-7000 FAX: (937) 433-0704 www.hpcfire.com PLAN VIEW C RECOMMENDED ENCLOSURE SIZE B oEl 4 N MATERIAL: 304 STAINLESS STEEL HI/LO MODELS HAVE A 40% REDUCTION IN BTU ON LOW 7.25' 1/4" TAP PLUG FOR SETTING FRONT ELEVATION MANIFOLD PRESSURE PART NUMBERS STND BTU A B C 24X12SSE1-H 75K 24 12 56LX28W 30X12SSEI-H 100K 30 12 56LX28W 36X14SSEI-H 125K 36 14 64LX32W 42X14SSE1-H 150K 42 14 64LX32W 54X16SSEI-H 2O0K 54 16 76LX38W 66X16SSE1-H 250K 66 16 88LX38W 78X16SSEI-H 300K 78 16 90LX38W 90X16SSEI-H 350K 90 16 112LX38W A CHECK 1.3" LIP N Lo N ° V NOTES: 13.75' (+l- 2") 1. PROPER VENTING SIDE ELEVATION - ENCLOSURES: RECOMMEND 4 EACH 18 SQ.IN. VENTS ON OPPOSING SIDES (MINIMUM 2 EACH 18 SQ.IN. VENTS). - BOWLS (COPPER, CONCRETE OR METAL) - BOWL TO BE RAISED ABOVE MOUNTING SURFACE MINIMUM OF 3/4" GAP; BOWL TO HAVE A MINIMUM OF 6" DIAMETER HOLE IN BOTTOM 2. GAS SUPPLY -FOR USE WITH FIXED PIPING SYSTEMS ONLY- NOT FOR USE WITH SMALL TANKS. NATURAL GAS: OPERATING SUPPLY PRESSURE: MINIMUM: 6.0" W.C.; MAXIMUM: 7.0" W.C. LP GAS: OPERATING SUPPLY PRESSURE: MINIMUM: 10.0" W.C.; MAXIMUM: 11.0" W.C. IMPORTANT: ENSURE ANY FLEX LINE THAT MAY BE USED FROM THE PERMANENT MAIN FUEL SUPPLY TO THE PRODUCT IS RATED TO THE STATED MAX BTU OF THE PRODUCT AND CERTIFIED TO ANSI Z21.75*CSA 6.27. 3. MODIFICATION OF PRODUCT WILL VOID ANY CERTIFICATION AND WARRANTY. 4. FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS AND LOCAL CODES 5. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS AS OF THE REVISION DATE 6. DO NOT SCALE DRAWING. 7. THESE DRAWINGS ARE FOR SIZING AND PLANNING PURPOSES. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT. THE MANUFACTURER IS RESPONSIBLE FOR THE ACCURACY OF THE DRAWING. 8. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 771-044. El RECTANGLE - H BURNER - FLAME SENSING WITH ELECTRONIC HOT SURFACE IGNITION 016969-000 L-DTLS MISC REVISION DATE 25/03/2021 PROTECTED BY COPYRIGHT ©2021 CADDETAILS.COM LTD. ELECTRONIC IGNITION CADdetails.com wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z 0 U w 0 W Q 0 0 z Z O } U_ W w _ H W ❑Z Q� W ❑ W d � Q ❑ z°Q�Q Q :E — U o J Ln _ 0 U Z =wz Q z�uo }aoQI C) pz Q ❑ � w�wQW d J = U 0� 5 �OU/)W m m � O W W C)Z Un _ Lu Q� U Q O ❑ J J Z LCLJ G 0 J LLu W 0 Lu// U Q. ui 0 v I Z 0 J 0 0 DESIGN BY: CA CHECK BY: CA Cz G �0 V D LL 0 A, �J DETAILS C.P co co 0 v 0 Z U_ J 0 N 0 N 0 N W H Q SHEET 016969-000 L7.13 77 cl- fV Ln 0 N O N Lnn N M U 57 J J O O O m 0" 0 ru U 0 0 0 m 0" 0 30'-118" 10.3 m SOLID CMU WALL CAP 8" KNOCK OUT, REINFORCED BOND BEAM APPLY 2 COATS OF 0'-1" —/ I I o WATERPROFFING COATING STACKED BRICK W/ BRICK LEDGE AT BASE, MATCH +1 +1 TO ALL EXPOSED CMU AND I I CMU GROUT JOINTS BLDG 3'-0" I 'l�°O 8" CMU W/ STEEL I 1„ I 3-32 8" NOM. CMU WALL W/ REINFORCING AND GROUT L, MASONRY BRICK TO MATCH �n ~ I ~ BLDG EJ (TYP) cn cn Lu a Lu a_ REINFORCED CONC SLAB ON O TRANSFORMER I _j TRASH UMP TERS GRADE CONC. SLAB CLR) I 2-6 C BYO OWNER SEE CIVIL DRAWINGSlull _. _.. Wall 2'-716" I 15'-0" 2'-916" TRASH ENCLOSURE PLAN 1/4"=1'-0" 1 1 /4" GATE I HASP L 1 /2" D IA X 24" CANE E FRONT ELEVATION r 6" DIA.X 4' HIGH CONC FILLED PIPE BOLLARD, PAINT TO MATCH MASONRY """"""1/4" STEEL POST )DED 24" MIN. INTO CONC NG. WELD PLATE ON TOP, WATER -TIGHT, PAINT TO I ADJACENT MASONRY X 4' HIGH CONC FILLED OLLARD, PAINT TO -IMASONRY i ENCLOSURE GATES BE 1 1/2" STEEL DECKING =D TO 1 3/4"X 1 3/4" X 1 /4" ANGLE FRAMING, PAINT TCH MASONRY WALL SECTION 1 /2"=1'-0" L= CONC FOUNDATION WALL CONC FOOTING W/ REINFORCING BRICK W/ BRICK F BASE, MATCH UNDATION OTING W/ CING wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN 0 rr 0 cn w 0 n i I z 0} F� U w w _ H � z Q� Lu ui d Q ❑ zujQ�d Q — U O J Cn0 m2~Z _ 01 Z Q ❑ rl� 5� Z Q 0 = w Z a } a O Q uj U Q ❑ C/) w �,ui Q w a-J = U of 5 �0U/)LL ma-[�n0 wwUZUn ui _ Q� U Q 0 ❑ J J z LLu G O J LI Ll 0 Lu U 0� Lu � 3 �O U) z O J O D 2 DESIGN BY: CA CHECK BY: CA z 75 O V D LL O A, u DETAILS 0 N 0 N 0 W H Q 0-2 REAR ELEVATION 1/4"=1'-0" COLUMN SECTION 1 /2"=1'-0" C.P 016969-000 SHEET L7.14 FABRIC GUYING STRAP WITH HOSE CHAFING GUARD RUBBER / NYLON STRAPPING TIGHTENED ONLY ENOUGH TO PREVENT SLIPPAGE. FLAG FOR VISIBILITY. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS. DO NOT OVER COMPACT. AFTER BACKFILLING, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. AMENDED PLANTING SOIL. SEE SPECIFICATIONS FOR DETAILS DIAMETER OF HOLE SHALL BE TRIPLE THE DIAMETER OF THE ROOTBALL. THE SIDES SHOULD SLOPE GRADUALLY. TREE MUST MEET OR EXCEED ANSI Z60.1 (AMERICAN STANDARD FOR NURSERY STOCK.) ONE DOMINANT LEADER MUST BE MAINTAINED THROUGH THE WARRANTY PERIOD. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL AND LEVEL WITH FINISH GRADE. MULCH RING SHOULD BE MIN. 3" DEEP. KEEP MULCH 4" AWAY FROM TRUNK BASE. 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL, FOR 3600. . - I METAL STAKES, 2"x24"_1 III LONG DRIVEN BELOW - M SET ROOTBALL ON 4"-6" FINISH GRADE III III _ III MOUND OF UNDISTURBED / (AS NECESSARY). NATIVE SOIL TO PREVENT SETTLING. wsb7 CONIFER TREE PLANTING FABRIC GUYING STRAP WITH HOSE CHAFING GUARD RUBBER / NYLON STRAPPING TIGHTENED ONLY ENOUGH TO PREVENT SLIPPAGE. FLAG FOR VISIBILITY. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS. DO NOT OVER COMPACT. AFTER BACKFILLING, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. AMENDED PLANTING SOIL. SEE SPECIFICATIONS FOR DETAILS DIAMETER OF HOLE SHALL BE TRIPLE THE DIAMETER OF THE ROOTBALL. THE SIDES SHOULD SLOPE GRADUALLY. I II I II I II I —III �:�•. -III III II III II 11 III11 1 III11 '" METAL STAKES, 2"x24" LONG II III III III DRIVEN BELOW FINISH GRADE III III III (ONLY AS NECESSARY). III Wsk CONIFER TREE PLANTING NOT TO SCALE TREE MUST MEET OR EXCEED ANSI Z60.1 (AMERICAN STANDARD FOR NURSERY STOCK.) ONE DOMINANT LEADER MUST BE MAINTAINED THROUGH THE WARRANTY PERIOD. GUYING WIRE WITH TURNBUCKLE EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL AND LEVEL WITH FINISH GRADE. MULCH RING SHOULD BE MIN. 3" DEEP. KEEP MULCH 4" AWAY FROM TRUNK BASE. 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL, FOR 360°. Planting Date. 04/28/2020 Revised: Revised 1200 GUY WIRE - PLAN TREE TRUNK ?00 NOTES: 1. PLANT SHRUBS IN LOCATIONS PER PLAN AND APPROVED BY LANDSCAPE ARCHITECT. THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3 RETAINING NORMAL PLANT SHAPE, THINNING, NOT REQUIRED ON EVERGREENS. MOUND PLANTING SOIL 4" TO FORM - SAUCER REMOVE BURLAP FROM TOP 1/3 OF BALL REMOVE CONTAINERIZED PLANTS FROM THEIR CONTAINERS EXISTING GRADE MIXTURE PLANTING SOIL Planting SHRUB PLANTING Date NOT TO SCALE Date wSb Revised: 2 \ Revised SHRUB PLANTING NOTES: 1. PLANT PERENNIALS AND GROUNDCOVERS IN LOCATIONS PER PLAN. —III IIIIII - INCH MINIMUM DEPTH .' ...` ....::: 1 1 I III 1 III1 I I1 I I� I' III III II I III IIII III- III III I � 111= III III III II III, SET ROOTBALL ON 4"-6" MOUND OF III1 I I1 � � UNDISTURBED / NATIVE SOIL TO PREVENT SETTLING. DECIDUOUS TREE PLANTING NOT TO SCALE Planting Date. 04/28/2020 Revised: Revised 3 4" DEPTH HARDWOOD MULCH, SEE SPECIFICATIONS Planting PERENNIAL PLANTING Date NOT TO SCALE Date WSbRevised: 4 Revised BALLED AND BURLAPPED STOCK - PLANTING NOTES: 1. ROOTS OF ALL BALLED AND BURLAPPED STOCK SHALL FILL THE SOIL BALL, BE FREE OF KINKS, CIRCLING AND GIRDLING, AND THE UPPERMOST ROOTS SHALL NOT BE MORE THAN FOUR INCHES BELOW THE TOP OF THE SOIL BALL. TRANSPORT ROOTS SHALL BE SYMMETRICAL AROUND THE TRUNK / STEM OF THE PLANTS. SOIL BALLS MUST BE CENTERED OR NO MORE THAN 10% OFF CENTER. 2. WHEN MOVING PLANTS, LIFT FROM BENEATH THE ROOT BALL, DO NOT LIFT BY THE TRUNK AND DO NOT BREAK OR LOOSEN THE ROOTBALL. 3. BACKFILL PLANTING PIT WITH ORIGINAL SOIL HALFWAY TO THE TOP OF THE ROOTBALL. BREAK UP CLODS OF SOIL. IF SOILS ARE POOR (I.E. HEAVY CLAYS, SAND, OR COMPACTED), BACKFILL CAN BE A MIXTURE OF 1/3 SOIL AMENDMENT MIXED WITH 2/3 ORIGINAL SOIL. DO NO USE PEAT AS PART OF BACKFILL IN CLAY SOILS. REMOVE ALL ROCKS AND DEBRIS FROM BACKFILL AND THEN WATER PLANT AND BACKFILLED AREA TO SETTLE PLANTS AND FILL VOIDS. 4. REMOVE ALL WIRE BASKETS FROM THE TOP 1/2 OF THE ROOTBALL AND CONTINUE BACKFILLING REMAINING PLANTING PIT WITH ORIGINAL SOIL. 5. WATER THOROUGHLY A SECOND TIME TO SETTLE PLANTS AND FILL VOIDS WITHIN TWO HOURS OF PLANTING. PLACE SPECIFIED MULCH WITHIN 48 HOURS OF THE SECOND WATERING. PROVIDE SUPPORT IF NECESSARY. 6. STAKING OF TREES SHALL BE THE CONTRACTORS OPTION. THE CONTRACT IS RESPONSIBLE FOR INSURING THAT ALL PLANTINGS ARE INSTALLED PLUMB AND REMAIN PLUMB THROUGHOUT THE WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION, WHICHEVER IS GREATER. 7. IF STAKING IS INSTALLED ALL COMPONENTS SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. wl;b WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN z 0 U w 0 w Q 0 0 z z o>- w U_ w `L_ ❑z�0� w�❑w d Q ❑ zujQ�d Q : — U O J U m 2 ~ _ 0 U Z Z Z LL Q =wzao } a O Q W U PZ Q ❑ U) w�wQw U 0� ❑ O co 0 W m w � 0 O ww0ZUn _ Of 3: O ❑ J J z LCLI G 0- 0 J W LLI 0 L U Q� LLI 0 Q U) z 0 J 0 2 DESIGN BY: CA CHECK BY: CA Cz G 0 V D H 0 DETAILS C.P co co 0 v 0 Z U_ J 0 N 0 N 0 cli W H Q SHEET s \ DECIDUOUS TREE PLANTING 7.1 4 PERENNIAL PLANTING 7.1 016969-000 L7.15 MONUMENT DETAIL (NORTHWEST CORNER 5'-6" 2'-9" 2'-9" I I I L1� L1J L1� L1J MONUMENT DETAIL (SOUTHWEST CORNER' MONUMENT DETAIL (SOUTHWEST CORNER' Mw.0 ol 6'-0" O I - 3311 8 0'-2" C4 M - 3" GALVANIZED STEEL CAP 2" x 2" STEEL CHANNEL WITH 0.125" (1/8") WALL THICKNESS 2" x 1-1/2" STEEL CHANNEL WITH 0.125" (1/8") WALL THICKNESS 5'-919 O' LJ LJ LJ 0'-33" 3/4" SQUARE STEEL TUBE WITH 11 GAUGE 8 WALL THICKNESS 2" x 1-1/2" STEEL CHANNEL WITH 0.125" (1/8") WALL THICKNESS 3" SQUARE STEEL TUBE WITH 11 GAUGE WALL THICKNESS M wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: AS SHOWN CA PLAN BY: CHECK BY: SN CA Z O a U U) W 0 Lu H Q 0 Z O� w U_ Lu_ H � Z Of W w d Q Z W Q Q J}pQ >2-UHO dpW tnp�=Z Lu z F_ Q Z Q 2WQ Lu zaw 0 } d 0 U Lou w cn — cn Q �Q�� wzw U0S)JH >-Ov)wL.L co a- ww Lu 2 W U Q O 0 J J z Lu 75 n O J LI Ll 0 Lu CU 0� Lu �O Q U) z O J O z O C� LL O NJ L� DETAILS v O TYPICAL FENCE CROSS SECTION DETAIL TYPICAL FENCE CROSS SECTION DETAIL C.P 016969-000 SHEET L7.16 WK1A PRECAST CONCRETE CAP WITH LIGHT 0'-8" CHANNEL - CAP TO HAVE INTEGRAL COLOR WITH A LIGHT SANDBLAST FINISH ' 0'-3" BRICK VANEER * 21-All #4 HORIZONTAL REBAR TIES EA. SPACED NOT 1 TO EXCEED 12" O.C. EXCEPT FOR TWO (2) TIES 1 •°�� 1 ' WITHIN THE UPPER FIVE INCHES (5") OF ° L , FOOTING AND TWO (2) TIES WITHIN THE UPPER 1 1-G+n 1 UU FIVE INCHES (5") OF WALL 11-100 • 1 • " n1 IC11 1 REINFORCED CONCRETE WALL (4000 00 •{ PSI) DIMENSIONS AS SHOWN V T PRECAST CONCRETE BASE (4000 PSI) - BASE TO ,1 1 •I II 1 HAVE INTEGRAL COLOR WITH A LIGHT • 1 I ' I SANDBLAST FINISH �• • •°1 ,, 4" THICK CONCRETE / 1 `.1 1 MAINTENANCE STRIP 0'-0111 2 Il L .a J ' • Y 2'-6" ^ •a.. -III- ELECTRICAL CONDUIT TO CAP IIIIIIIIIIIIIII-III IIIIIIIIIIIIIIIIIII I F 1, IIIIII-III I I IIII-III III I IIIII LIGHTS I IIIIIIIIIIIIIIIIII-III ,. 1 • 1' • �,', IIIIII-III IIIIII- IIIIII1II I � a 1 I I1 I I1 I I1 111 111 111 I 1 • r� � _ _ 1I1I1I1I11I11I1111I IIIIIIIIIIIIIIIIIII-III I'1 •� 1 ° T1 �ITF III -III I I� 11111111111111 .• ° 1• _' 11I11IIM-11l 11111I 11111111 11 11 111 111 1111111111111111 ; ° �' � III11 F1= 111 I 11 _11 =1IIIIIIIIIIIIIIIIII-III 1 • ,. _ �� _� _ ♦_ : _ 1111 1 I I II 11I I I I I 1_ll 11 111111111111111111 1' • * 1. , 1111 11 1 11� =111 -I 1 II II II II II II a 1 • •, 1 1I ' II II I111-1 - REINFORCED CONCRETE FOOTING II II II II II II .: a II II (DIMENSIONS AS SHOWN) IIIIIIIII1 IIIIII-III • • __�__T�r__��_r_:�s - = II: 11 111 111 •_ _ _ 11 11 11 ° I i 111- 111111111111141011 1 1 4 -011 I I�I III. 1 12" COMPACTED CLEAN CLEAR ROCK COMPACTED SUBGRADE TYPICAL MASONRY COLUMN CROSS SECTION DETAIL MONUMENT DETAIL (NORTHWEST CORNER w(;b WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY SN n a; i Z O } F_ 75 Qry w U LJ H ❑Z = W ❑ ❑ w d Q ❑ z�QDQ Q - U O J U m 2 ~ Z _ U Z 2 ❑ E 2i Z LL = w Q Z a O } a O Q LU U PZ >Q > ❑ U) LU> W Q LU d J = U 0� ❑ >- OU�LL m m � O wwUZU) LU _ Q� (If U Q O ❑ J J z W 2'-1011 1 -$1f 0 PRECAST CONCRETE CAP WITH LIGHT CHANNEL - CAP TO HAVE INTEGRAL COLOR WITH A LIGHT SANDBLAST FINISH 0�-3° J r 1 — #4 HORIZONTAL REBAR TIES EA. SPACED NOT w 1 TO EXCEED 12" O.C. EXCEPT FOR TWO (2) TIES 1 WITHIN THE UPPER FIVE INCHES (5") OF II• 1 ' 1• • ',1 FOOTING AND TWO (2) TIES WITHIN THE UPPER FIVE INCHES (5") OF WALL W ------------- L U Z-10" 'A" T17II611I I Lu 2-6„ 1. • 1 1" WIDE x 1" DEEP � 2,_4„ 21-611,i I I I CHANNEL FOR LIGHTING O * -------------- 1. IU ° ---------------- 9 •' I I U 01-N11 1 2 r216"♦ �� I ��I I I�� z 9 1-111-III-III-III-III-III 111-111-111 III -I I- 1 I 1-1 O n III -III -III -III -III -III -II 1 I III -III -III III -III- I 1111111 ' t L< III11 I11 III-III-III=1 I I=1 I I=1 I I=1 IF III 1 1 1 1 1 =1 =1 71117 P 111C77T7 I I — J 1777 1=1 11=111=1 1-111=1-111-111 1° 111=111= l IF 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1• •, 111=111=111 c0 =111 I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I 1' -------------- a, , I-III-III=III=III=III=1I1=1I 1:' •,_ _ °: I1=1I1=1I I1=1I 111=1I11=1I11=1I1=1I1-11-11-11 _ _fir _ 111=111=111 1I1- ' O ^ L 1r 10" �I I1-1I1-1I1-1I1-1I1-1I1-1I1-1I s • 1 . •Y•e • 1I1-1I1-1I1 I1-� -1 I I -III -III -III -III -III -III J III -III -III I I F -III-III-III=1I=1I=1I=1I ' 1 °III=1I=1I=1 �III11I11I-III-III11I '' v • • III11I11 III- -III-III-III=1 , . • 1= _fit • �_�___.__ -1111111111111111 • r r ko 11_ n �• City of Hugo III-III-I---------a's-a---- Ems- -I 11=1 I I I i -I 11 "' nl J 11=III=1 41- I i n n q Park 311=111=111 4'-�" 1 1=111 �T� CTC------�-� �T� 011 1 " DESIGN BY: CA CHECK BY: CA CD of LU m Q U LLJ U Q ❑ Z Q U 5z L O D LL O L_J DETAILS co ro co 0 v O Z U_ J 0 N 0 N 0 N W H Q MONUMENT DETAIL (SOUTHWEST CORNER' TYPICAL MASONRY COLUMN CROSS SECTION DETAIL TYPICAL MONUMENT CAP WITH LIGHT STRIP C.P 016969-000 SHEET L7.17 FACE TO BE NATURAL LIMESTONE PATTERN 1.5 INCH RELIEF WITH WAVE #1 OR SHELLS PATTERN u u 1 INCH PROTRUSION WITH 4" WIDE PLANK RUSTIC WOOD PATTERN 2 INCH WIDE X 1 INCH DEEP CLOUD OUTLINE WITH CHAMFERED EDGES FACE TO BE NATURAL LIGHT SANDBLAST FINISH LIMESTONE PATTERN __ __ __ __ __ __ __ E __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ - I PLAY AREA RETAINING WALL - ELEVATION VIEW (INTERIOR FACE CUSTOM FORMLINER NOTE: WHEN ARCHITECTURAL CONCRETE TEXTURE IS DESIGNATED, CONCRETE SURFACES SHALL BE FORMED USING A FORM LINING SYSTEM MADE OF HIGH -STRENGTH URETHANE ELASTOMER MATERIALS CAPABLE OF WITHSTANDING ANTICIPATED CONCRETE POUR PRESSURES WITHOUT LEAKAGE OR CAUSING PHYSICAL DEFECTS. FORM LINERS SHALL ATTACH EASILY TO FORMS AND BE REMOVABLE WITHOUT CAUSING CONCRETE SURFACE DAMAGE. THE LINERS SHALL BE DESIGNED TO FORM SURFACES CONFORMING TO THE DESIGN INTENT INCLUDING THE SHAPE, LINES AND DIMENSIONS DESCRIBED HEREIN AND IN THE PLANS. MATCH PATTERN FEATURES AT FORM LINER JOINTS TO MINIMIZE VISIBLE PATTERN REPEATS AND MAKE THE FORMED CONCRETE SURFACE APPEAR UNIFORM AND CONTINUOUS WITHOUT VISIBLE SEAMS AND FORM MARKS. WHEN JOINTS ARE UNAVOIDABLE, MAKE JOINTS ALONG MAIN FEATURES OF THE PATTERN. CONCRETE SURFACE TO RECEIVE ANTI -GRAFFITI COATING. IF THE CONCRETE PIER IS WIDER/LONGER THAN 30'-0" THERE WILL BE A VERTICAL CONSTRUCTION JOINT NEEDED. THE CONCRETE ARCHITECTURAL CONCRETE TEXTURE (FORMLINER PATTERN) WILL BE BASED ON ARTWORK TO BE PROVIDED TO THE CONTRACTOR IN AN ELECTRONIC FORMAT. TEXTURES, DEPTHS AND PROJECTIONS ARE AS IDENTIFIED IN THE PLAN DETAILS. CONTRACTOR SHALL SUBMIT A 12" X 12" CONCRETE SAMPLE OF EACH TYPE OF SPECIALTY FORM LINER FINISH TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN U) z _O \) W ry z 0 rr 0 cn w 0 I z O } F_75 Lu U_ w _ `L❑� zQ� w�❑w d Q ❑ Z OQ Q w Q :E — U O J Cnm2~Z _ 0 U Z Z Q = w Z Lu a 0 } a O Q Lu U pz Q 5; ❑ w�wQw d J = U 0� ❑ >-OU/)w m w � O wwUZU) Lu _ Q� (If U Q O ❑ J J z Lu III 75 J Lu Lu 0 Lu U 0� Lu � 3 �O U) z O J O D 2 DESIGN BY: CA CHECK BY: CA z 75 O (D D LL O DETAILS 0 N 0 N 0 N w H Q PLAY AREA RETAINING WALL - TYPICAL CROSS SECTION DETAIL L7.18 PLAY AREA RETAINING WALL - ELEVATION VIEW ENLARGEMENT DETAIL C.P 016969-000 SHEET L7.18 E____`_1 SLOPED FENCE ELEVATION - NORTHEAST PLAY AREA SLOPE FENCE ELEVATION - NORTHEAST PLAY AREA MAINTENANCE GATE 6'-0" ------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - -----------------------------, HIGH TOP BAR 0'-2" O'-02n 11 wsb WSB PROJECT NO.: 016969-000 SCALE: AS SHOWN PLAN BY: SN U) Z O \) w ry z 0 U LU w 0 w Q 0 O z Z O } F_ 75 U_ w LU _ H Lu d Q ❑ ZOw Q Q Q � — U O J Cn0 m2~Z _ U Z Z Q = w Z li O } a O Q W U Q ❑ u LU < LU � d J = U 0� ❑ �OUw m w � O wwUZU) LU _ Q� (If U Q O ❑ J J Z LU 75 n O J LU LU 0 1 Lu U 0� LU � 3 �O U) Z O J O D 2 DESIGN BY: CA CHECK BY: CA DETAILS co ro co 0 v CD of w m Q U w U Q ❑ Z Q U C.P 016969-000 SHEET L7.19 U 0 30 60 90 feet SCALE: 1 " = 30' 0 30 60 90 7LrLr�� SCALE: 1" = 30' i\, - �cRE= IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER MP CORNER PROS-04-PRS40-CV-R CORNER TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. 0 HUNTER MP STRIP PROS-04-PRS40-CV-R LST SST RST TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP. to HUNTER MP1000 PROS-04-PRS40-CV-R TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. HUNTER MP2000 PROS-04-PRS40-CV-R 291 TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 9HUNTER MP3000 PROS-04-PRS40-CV-R TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 0 45 HUNTER MP800SR PROS-04-PRS40-CV-R 800 A800 F TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) SYMBOL MANUFACTURER/MODEL/DESCRIPTION ( HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. O❑ HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. ( HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. O❑ HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. 07 HUNTER 1-25-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. 15 HUNTER 1-25-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. 15 HUNTER 1-40-04-SS-ON-R TURF ROTOR, 4.0" POP-UP, FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLET THREADS, DUAL OPPOSING NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. SYMBOL MANUFACTURER/MODEL/DESCRIPTION M71 HUNTER ICV-G-FS 1-1/2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. ®V HUNTER ICV-G-FS 1-1/2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. FM_V_1 HUNTER ICV-G-FS 2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. © BASELINE BL-320OX TWO -WIRE CONTROLLER IN LARGE 16-GAUGE POWDER -COATED WALL MOUNT CABINET, EXPANDABLE TO 200 STATIONS. 12 BASELINE BL-5200-C-R24 24-STATION R SERIES BICODER IN METAL WALL MOUNT ENCLOSURE. F1 FLOMEC QS200-15 1-1/2" 1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. F2 FLOMEC QS200-15 1-1/2" 1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. FS FLOMEC QS200-20 2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.92-138 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. X X 11 CAP FOR FUTURE USE CAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE USE. THE PRESSURE AND FLOW PROVIDED TO THAT LOCATION ARE INDICATED NEXT TO THE CAP SYMBOL. IRRIGATION LATERAL LINE: POLY TO PVC Valve Callout Valve Number -___ Valve Flow #" Valve Size wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: JR PLAN BY: CHECK BY: JR JR U) Z O w olf O H a U co w 0 w 0 O Z MLc IRRIGATION CONSULTANTS Water, solved. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. DATE: 03/25/2021 Z 5W ^G I..L 0 J W W 0 Nw I..L n� U Z 0 J r0 V D 5Z G �0 U CD W Z) 2 0 I.L O LL 1 U IRRIGATION LAYOUT C.P. 016969-000 SHEET LI-0 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER MP CORNER PROS-04-PRS40-CV-R CORNER TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. 0 HUNTER MP STRIP PROS-04-PRS40-CV-R LST SST RST TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP. HUNTER MP1000 PROS-04-PRS40-CV-R TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. HUNTER MP2000 PROS-04-PRS40-CV-R 291 TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 9HUNTER MP3000 PROS-04-PRS40-CV-R TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 0 45 HUNTER MP800SR PROS-04-PRS40-CV-R 800 A800 F TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) SYMBOL MANUFACTURER/MODEL/DESCRIPTION ( HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. O❑ HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. O HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. O HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. 07 HUNTER 1-25-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. 15 HUNTER 1-25-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. 15 HUNTER 1-40-04-SS-ON-R TURF ROTOR, 4.0" POP-UP, FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLET THREADS, DUAL OPPOSING NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. SYMBOL MANUFACTURER/MODEL/DESCRIPTION M71 HUNTER ICV-G-FS 1-1/2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. ®V HUNTER ICV-G-FS 1-1/2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. FM_V_1 HUNTER ICV-G-FS 2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. © BASELINE BL-320OX TWO -WIRE CONTROLLER IN LARGE 16-GAUGE POWDER -COATED WALL MOUNT CABINET, EXPANDABLE TO 200 STATIONS. 91 BASELINE BL-5200-C-R24 24-STATION R SERIES BICODER IN METAL WALL MOUNT ENCLOSURE. F1 FLOMEC QS200-15 1-1/2" 1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. F2 FLOMEC QS200-15 1-1/2" 1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. FS FLOMEC QS200-20 2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.92-138 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. X X I, CAP FOR FUTURE USE CAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE USE. THE PRESSURE AND FLOW PROVIDED TO THAT LOCATION ARE INDICATED NEXT TO THE CAP SYMBOL. IRRIGATION LATERAL LINE: POLY TO PVC Valve Callout Valve Number -___ Valve Flow Valve Size wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: JR PLAN BY: CHECK BY: JR JR U) Z O w olf O H a U co w 0 w 0 O Z MLc IRRIGATION CONSULTANTS Water, solved. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. DATE: 03/25/2021 Z 5W ^G I..L 0 J W W 0 Nw I..L n� U Z 0 J r0 V D 5Z G �0 U CD W Z) 2 0 I.L O LL 1 U IRRIGATION LAYOUT C.P. 016969-000 SHEET LI-1 V 00 121-4 —0 r O Li O ❑ a 0 O ❑ ❑ O V n 15 V co 15 155 O 0 ❑ a V ° ° ® O 07 O 07 0' o e 15 15 15 O nAl ► 01 \] RD-1 0 30 60 90 feet SCALE: 1 " = 30' IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER MP CORNER PROS-04-PRS40-CV-R CORNER TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. ° HUNTER MP STRIP PROS-04-PRS40-CV-R LST SST RST TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP. to HUNTER MP1000 PROS-04-PRS40-CV-R TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. HUNTER MP2000 PROS-04-PRS40-CV-R 291 TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 9HUNTER MP3000 PROS-04-PRS40-CV-R TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 0 45 HUNTER MP800SR PROS-04-PRS40-CV-R 800 A800 F TURF ROTATOR, 4.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) SYMBOL MANUFACTURER/MODEL/DESCRIPTION O❑ HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. O❑ HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. O HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. O❑ HUNTER 1-20-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH RECLAIMED WATER PURPLE ID. 07 HUNTER 1-25-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. 15 HUNTER 1-25-04-SS-R TURF ROTOR, 4.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. 15 HUNTER 1-40-04-SS-ON-R TURF ROTOR, 4.0" POP-UP, FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1" FEMALE NPT INLET THREADS, DUAL OPPOSING NOZZLE. WITH PURPLE COVER FOR RECLAIMED WATER ID. SYMBOL MANUFACTURER/MODEL/DESCRIPTION M71 HUNTER ICV-G-FS 1-1/2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. ®V HUNTER ICV-G-FS 1-1/2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. FM_V_1 HUNTER ICV-G-FS 2" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. © BASELINE BL-320OX TWO -WIRE CONTROLLER IN LARGE 16-GAUGE POWDER -COATED WALL MOUNT CABINET, EXPANDABLE TO 200 STATIONS. 12 BASELINE BL-5200-C-R24 24-STATION R SERIES BICODER IN METAL WALL MOUNT ENCLOSURE. F1 FLOMEC QS200-15 1-1/2" 1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. F2 FLOMEC QS200-15 1-1/2" 1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. FS FLOMEC QS200-20 2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING. 0.92-138 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. STORAGE TEMPS -20 F TO +160 F. X X 11 CAP FOR FUTURE USE CAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE USE. THE PRESSURE AND FLOW PROVIDED TO THAT LOCATION ARE INDICATED NEXT TO THE CAP SYMBOL. IRRIGATION LATERAL LINE: POLY TO PVC Valve Callout Valve Number -___ Valve Flow Valve Size wsb WSB PROJECT NO.: 016969-000 SCALE: DESIGN BY: JR PLAN BY: CHECK BY: JR JR O H a U co w 0 w 0 O Z MLc IRRIGATION CONSULTANTS Water, solved. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. �7- IDD � DATE: 03/25/2021 Z 5W ^G I..L O J Z W 2 W 0 0 eu U CD N 0. Lu O T) 1 LL QUO < >_ rn �/ ! ` 1 Z U O J rO V D IRRIGATION LAYOUT C.P. 016969-000 SHEET LI-2 CD N I w `11 i co 0- N C O J O 0 2 O U co Cn J O O 7 2 O T U 0 0 0 0 0 o cY) Ire Electrical - fp - Site Plan SCALE: V = 40'4' GENERAL NOTES: A. NOTE A. B. NOTE B. KEYNOTES: 0 (NOT ALL NOTES MAY BE USED ON THIS SHEET) 1. RUN 1.5" CONDUIT WITH PULL STRING FROM PULL BOX BACK TO BUILDING. INSURE PULL BOX IS INSTALLED EVERY 300'. HAGEN, CHRISTENSEN & MCILWAIN A R C H IT E C T S 4201 CEDAR AVENUE 50. - MINNEAPOLI5. MN 66407 TEL. 161 21 904-1332 - FAX 161 21 904-7366 CIVIL ENGINEER wsb 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 STRUCTURAL ENGINEER BKBM FNCJNEERS = 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 MECHANICAL / ELECTRICAL ENGINEER emanuelson-podas consulting engineers 7705 BUSH LAKE ROAD EDINA, MN 55439 I hereby certify that this drawing was prepare me or under my direct supervision and a duly registered architect under the w 61 State of Minnesota. NS, �0 Title: XXXX 0 " By: G Tit XkU' Date: XXXX ll�kstration Number: XXXX KEY PLAN REVISION I DATE I DESCRIPTION CLIENT ,--r CITY EST. 1906 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION DRAWING TITLE ELECTRICAL SITE DRAWING NUMBER EOm2 LIGHT FIXTURE SCHEDULE GENERAL NOTES: A. CATALOG NUMBER INDICATES BASIC FIXTURE TYPE REQUIRED FOR THIS PROJECTAND MAY NOT BE COMPLETE. VERIFY WITH MANUFACTURER TO INCLUDE ALL OPTIONS AND ACCESSORIES REQUIRED FOR THIS INSTALLATION. B. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIXTURE LOCATIONS, MOUNTING, AND REQUIREMENTS WITH ARCHITECTURAL PLANS, SECTIONS, ELEVATIONS, AND REFLECTED CEILING PLANS PRIOR TO ORDERING FIXTURES. C. ALL FINISHES SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ORDERING FIXTURES. FINISH SELECTION TO BE FROM MANUFACTURER'S STANDARD FINISHES UNLESS NOTED OTHERWISE. FINISHES SHALL BE VERIFIED AT THE TIME OF SHOP DRAWING SUBMITTAL. D. SEE SPECIFICATIONS FOR EXTRA MATERIALS REQUIRED FOR LIGHT FIXTURES. E. SAMPLES OF ALL FIXTURES SHALL BE AVAILABLE AT THE ENGINEERS REQUEST DURING SHOP DRAWING REVIEW F. COORDINATE THE COMPATIBILITY OF DIMMING WITH SPECIFIED CONTROLS. DIMMING SHALL BE ACCOMPLISHED WITH NO VISIBLE FLICKER. G. NO SUBSTITUTIONS SHALL BE ACCEPTED WITHOUT PRIOR APPROVAL BY THE ENGINEER. H. XXXXX FIXTURE NOTES: 1. SET AT 3300 LUMEN OUTPUT 2. PROVIDE SHATTER RESISTANT LAMPS. 3. FIXTURE IS BYALLOWANCE. ALLOWANCE PRICING SHALL INCLUDE FREIGHT TO SITE AND LAMPS IF APPLICABLE. 4. COORDINATE POLE HEIGHT AND CONCRETE BASE. REFER TO POLE BASE DETAILS 5. XXXXXX VA I TYPE DESCRIPTION VOLT MANUFACTURER CATALOG NUMBER EQUAL MANUFACTURERS NOTES PEQom, I FIXT. FIAT. A ALUMINUM BOLLARD LED 4000K 2 14 KIM LIGHTING PA7R-FT-NU1-12L-010-4K7-42A-BL-SWP-UNV AA 4" SQUARE OPEN DOWNLIGHT, 1249 LUMENS MIN, DIMMABLE, NOWIC RATED LED 3500K 1 18 LITHONIA LDN4SQ 35/15 LS4-AR-LD-MVOLT AB 4" SQUARE OPEN DOWNLIGHT, 1657 LUMENS MIN, DIMMABLE, NOWIC RATED LED 3500K 1 22 LITHONIA LDN4SQ 35120 LS4-AR-LD-MVOLT AC 4" SQUARE OPEN DOWNLIGHT, 2218 LUMENS MIN, DIMMABLE, NOWIC RATED LED 3500K 1 26 ILITHONIA LDN4SQ 35/25 LS4-AR-LD-MVOLT B WALL PACK BUILDING AND FENCE PIER LIGHT. LED 4000K 2 13 TARGETTI MRS W 41 BT BI L2 40 MG BA 2x2 EDGE LIT PANEL, 4000/3300/28000 LUMENS ADJUSTABLE, DIMMABLE LED 3500K 1 40 COLUMBIA CFP22-40/33/28-35 1 BB 2x2 LAY -IN, DIRECT -INDIRECT WITH LINEAR CURVED LENS, 2034 LUMENS MIN, DIMMABLE LED 3500K 1 16 LITHONIA 2BLT2-20L-ADP-MVOLT-LP835 C COVE SIGN LIGHT. 2 4 ECOSENSE L50-E-48-04-27-80-MULT-15x65 CA4 4' LINEAR PENDANT DIRECT -INDIRECT, 675 LUMENS PER FOOT, INTEGRAL DRIVER, DIMMABLE LED 3500K 1 33 PRUDENTIAL LIGHTING STSQ1-LED35-LO-LO 84MW-Dl-CW UNV AC XX-DMO CA8 8' LINEAR PENDANT DIRECT -INDIRECT, 675 LUMENS PER FOOT, INTEGRAL DRIVER, DIMMABLE LED 3500K 1 66 PRUDENTIAL LIGHTING STSQ1-LED35-LO-LO 8-TMW-D1-CW UNV AC XX-DMO CB 4' RECESSED COVE, DIRECT, 545 LUMENS PER FOOT, INTEGRAL DRIVER, DIMMABLE LED 3500K 1 19 PRUDENTIAL LIGHTING STR-PER-LED35-LO4-TMW-D1SC-UNIV-XX-XXX-DMO1 DA 4' LED STRIP WITH FROSTED LENS LED 3500K 1 40 COLUMBIA CSL4-4035 E TAPE LIGHT. LED 4000K 2 6 ACCLAIM LIGHTING FLEXOHE3 G 25' EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. SINGLE HEAD FIXTURE LED 4000K 2 133 COOPER LIGHTING GLEON-SA1 B-830-U-T2-BK G1 15' EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. SINGLE HEAD FIXTURE. LED 4000K 2 114 COOPER LIGHTING GAP-SA1 B-830-U-T2QM-BK G2 25' EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. DOUBLE HEAD FIXTURE. LED 4000K 2 218 Surface (2)F28 T8 2 50 Q c� c� 00 N 0 (V cc (V Cl) 0 N I w I Y L ^CU LL O J O 0 w 0 U Y (�6 a. 0 J O 7 2 0 U 0 0 0 0 r` 0 o co HAGEN, CHRISTENSEN & MCILWAIN A R C H I T E C T S 4201 CEDAR AVENUE 50. - MINNEAPOLI5. MN 66407 tmm: rE 161 21 904-1332 - FAx 161 21 904-7366 CIVIL ENGINEER wsb 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 STRUCTURAL ENGINEER BKBM FNCJNEERS = 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 MECHANICAL / ELECTRICAL ENGINEER emanuelson-podas consulting engineers 7705 BUSH LAKE ROAD EDINA, MN 55439 I hereby certify that this drawing was prepare me or under my direct supervision and a duly registered architect under the w 61 State of Minnesota. NS, �0 Title: XXXX O " By: G Tit XkU' Date: XXXX stration Number: XXXX KEY PLAN REVISION DATE DESCRIPTION CLIENT t CITY OF It HUGO EST. 1906 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION DRAWING TITLE ELECTRICAL SCHEDULES DRAWING NUMBER E5ml CARPET TRAC-OFF I FRIXTON IC 34365) CARPET ACCENT : MANNINGTON MEMENTO (UNION) vvvvv %-Ciurvu: ASI ARCHITECTURAL - LINEAR PLANKS (WHITE OAK) INTERIOR PALETTE 03.25.2021 �l .01", PLASTIC LAMINATE: SOLID SURFACE: (DOORS & CABINETRY) Corian - Everest WILSONART - PASADENA OAK 7986 WALL TILE : STONEPEAK - ADAMAS ALBUS STONEPEAK - ADAMAS SALVIA f"**� H A G E N, CHRISTENSEN & MCILWAIN A R C H I T E C T S r Cl-IFCF FASCIA / SOFFIT: KYNAR 500 CHARCOAL GRAY (Right) EXTERIOR WALL: KYNAR 500 STONE WHITE (Below) LIONS PARK RENDERING AT DUSK EXTERIOR BRICK: INTERSTATE BRICK - PLATNIUM (Above) WINDOW BASE/ GARDEN WALL BUECHEL SILVERDALE - SANDED (Right) LIONS PARK MATERIAL RENDERING EXTERIOR PALETTE 03.25.2021 WOOD EXTERIOR SOFFIT: (TO MATCH INTERIOR) H A G E N, CHRISTENSEN S MCILWAIN A R C H I T E C T S o_ 0 N co N 0 N M co EAST ELEVATION U 1/8" = 1'-0" 4WEST ELEVATION 1 /8" = 1'-0" n NORTH ELEVATION 1 /8" = 1'-0" -HIGH FLAT -ROOF 116'-0" 3.= LOW FLAT ROOF gL 110'-0" MAIN LEVEL gL 100, - 0" T n c - HIGH FLAT ROOF j1 116' - 0" T.O.S. - ENTRY AL 113' - 6" - LOW FLAT ROOF j 110' - 0" MAIN LEVEL 100, - 0" KEYNOTES - EXTERIOR ELEVATIONS Number Description 1 GALVANIZED STEEL COLUMN TO SUPPORT ROOF OVERHANG, PAINT 2 NEW ROOF SYSTEM ASSEMBLY AT METAL DECK STRUCTURE: FULLY ADHERED, SINGLE -PLY 60 MIL EPDM ROOF MEMBRANE. PROVIDE TAPERED INSULATION AT 1/4" PER FOOT TO DRAIN AS REQ'D. 3 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING 4 1'-6" HIGH LIMESTONE SILL/ BASE ASSEMBLY 5 BRICK RAINSCREEN WALL ASSEMBLY WITH RIGID INSULATION AND METAL STUD BACK-UP 6 PREFINISHED METAL PANEL RAINSCREEN WITH RIGID INSULATION AND METAL STUD BACK-UP 7 PREFINISHED METAL ROOF COPING 8 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING - PROVIDE TRANSLUCENT PRIVACY FILM ON INTERIOR FACE OF ALL GLAZING PANELS 9 INSULATED HOLLOW METAL DOOR/ FRAME, PAINT 10 PREFINISHED ALUMINUM DOOR ASSEMBLY WITH LOW-E INSULATED GLAZING 11 LOW LIMESTONE GARDEN WALL WITH CAP. PROVIDE CONT. LED ROPE LIGHTING ALONG UNDERSIDE OF CAP, ALL SIDES TO WASH FACE OF WALL 12 PREFINISHED ALUMINUM SLIDING SERVICE WINDOW WITH LIMESTONE BASE BELOW. BOTTOM OF WINDOW AT 2'-10" TO MEET ADA MN CODE 2020 15 SST COUNTERTOP - OPEN BELOW DRINKING FOUNTAIN 16 17 METAL STANDING SEAM ROOF ASSEMBLY 18 SITE BOLLARD - REFER TO CIVIL DRAWINGS 19 GALVANIZED STEEL BEAM TO SUPPORT ROOF OVERHANG, WRAP WITH WOOD ALL SIDES 20 PROVIDE LED WALL SCONCE (UP/DOWN LIGHT) TO WASH BUILDING FACE 21 BACK -LIT LED BUILDING SIGNAGE - PROVIDE POWER 22 DECORATIVE LED PENDANT LIGHTING HIGH FLAT ROOF_AL 116' - 0" _ T.O.S. - ENTRY 113' - 6" LOW FLAT ROOF Ill 110' - 0" MAIN LEVEL Al 100, - 0" I.S. - HIGH FLAT ROOF j1 116 - 0" � _ T.O.S. - ENTRY 113' - 6" ).S. - LOW FLAT ROOF j1 110' - 0" � MAIN LEVEL j1 100'-0� HAGEN, CHRISTENSEN & MCILWAIN A R C H I T E C T S 4201 CEDAR AVENUE SO. - MINNEAPOLIS, MN 55407 TEL. (61 2) 904-1 332 - FAX (61 2) 904-7366 CIVIL ENGINEER wsb 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 STRUCTURAL ENGINEER BKBMi ENGINEERS 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 MECHANICAL / ELECTRICAL ENGINEER emanuelsan-padas consulting engineers 7705 BUSH LAKE ROAD EDINA, MN 55439 I hereby certify that this drawing was prepare me or under my direct supervision and a duly registered architect under the jo e 0 State of Minnesota. Title: XXXX ON S� By: G Tit X Date: XXXX tration Number: XXXX KEY PLAN REVISION DATE DESCRIPTION CLIENT � CITY CF uGo ----1-1d1P— ==111111l EST.190G 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION DRAWING TITLE EXTERIOR ELEVATIONS DRAWING NUMBER SOUTH ELEVATION U 1 /8" = 1'-0" a3-0 o_ CD 0 co N 0 N M co DlD EAST ELEVATION U 1/8" = 1'-0" 4WEST ELEVATION 1 /8" = 1'-0" (s j l7.6) 7 n NORTH ELEVATION 1 /8" = 1'-0" -HIGH FLAT -ROOF OIL 116'-0" 3.= LOW FLAT ROOF gL 110'-0" MAIN LEVEL gL 100, - 0" - HIGH FLAT ROOF 09L 116' - 0" T.O.S. - ENTRY AL 113' - 6" - LOW FLAT ROOF 110' - 0" MAIN LEVEL 100, - 0" (1 2 (3) (4)(4.14.5) (5) (5.8 6 7 (7.6� � 8 (8.8)(8.9X 9 9.5 (10 ) \T \T Y � \T \T �� \T \T \T KEYNOTES - EXTERIOR ELEVATIONS Number Description 1 GALVANIZED STEEL COLUMN TO SUPPORT ROOF OVERHANG, PAINT 2 NEW ROOF SYSTEM ASSEMBLY AT METAL DECK STRUCTURE: FULLY ADHERED, SINGLE -PLY 60 MIL EPDM ROOF MEMBRANE. PROVIDE TAPERED INSULATION AT 1/4" PER FOOT TO DRAIN AS REQ'D. 3 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING 4 1'-6" HIGH LIMESTONE SILL/ BASE ASSEMBLY 5 BRICK RAINSCREEN WALL ASSEMBLY WITH RIGID INSULATION AND METAL STUD BACK-UP 6 PREFINISHED METAL PANEL RAINSCREEN WITH RIGID INSULATION AND METAL STUD BACK-UP 7 PREFINISHED METAL ROOF COPING 8 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING - PROVIDE TRANSLUCENT PRIVACY FILM ON INTERIOR FACE OF ALL GLAZING PANELS 9 INSULATED HOLLOW METAL DOOR/ FRAME, PAINT 10 PREFINISHED ALUMINUM DOOR ASSEMBLY WITH LOW-E INSULATED GLAZING 11 LOW LIMESTONE GARDEN WALL WITH CAP. PROVIDE CONT. LED ROPE LIGHTING ALONG UNDERSIDE OF CAP, ALL SIDES TO WASH FACE OF WALL 12 PREFINISHED ALUMINUM SLIDING SERVICE WINDOW WITH LIMESTONE BASE BELOW. BOTTOM OF WINDOW AT 2'-10" TO MEET ADA MN CODE 2020 15 SST COUNTERTOP - OPEN BELOW DRINKING FOUNTAIN 16 17 METAL STANDING SEAM ROOF ASSEMBLY 18 SITE BOLLARD - REFER TO CIVIL DRAWINGS 19 GALVANIZED STEEL BEAM TO SUPPORT ROOF OVERHANG, WRAP WITH WOOD ALL SIDES 20 PROVIDE LED WALL SCONCE (UP/DOWN LIGHT) TO WASH BUILDING FACE 21 BACK -LIT LED BUILDING SIGNAGE - PROVIDE POWER 22 DECORATIVE LED PENDANT LIGHTING T.O.S. - HIGH FLAT ROOF AL 116' - 0" T.O.S. - ENTRY 113' - 6" T.O.S. -LOW FLAT ROOF 110' - 0" MAIN LEVEL 100' - 0" I.S. - HIGH FLAT ROOF j1 116' - 0" _ T.O.S. - ENTRY 113' - 6" ).S. - LOW FLAT ROOF 110' - 0" MAIN LEVEL j1 100'-0� HAGEN, CHRISTENSEN & MCILWAIN A R C H IT E C T S 4201 CEDAR AVENUE 60. - MINNEAPOLIS, MN 55407 me TEL. 161 21 904-1 332 - FAX 161 21 904-7366 CIVIL ENGINEER wsb 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 STRUCTURAL ENGINEER BKBM ENGINEERS 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 MECHANICAL / ELECTRICAL ENGINEER emanuelsan-padas consulting engineers 7705 BUSH LAKE ROAD EDINA, MN 55439 I hereby certify that this drawing was prepare me or under my direct supervision and a duly registered architect under the jo e 0 State of Minnesota. Title: XXXX ONS� By: G Tit X Date: XXXX tration Number: XXXX KEY PLAN CLIENT CITY CF EST. 190G 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION DRAWING TITLE EXTERIOR ELEVATIONS DRAWING NUMBER a3-0 4 SOUTH ELEVATION A 1 /8" = 1'-0" o_ 00 0 co N O N M co Fj- NORTHEAST PERSPECTIVE HAGEN, CHRISTENSEN & MCILWAIN A R C H I T E C T S 4201 CEDAR AVENUE SO. - MINNEAPOLIS, MN 55407 TEL. (612) 904-1332 - FAX (612) 904-7366 CIVIL ENGINEER wsb 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 STRUCTURAL ENGINEER BKBMi Tom! ENGINEERS 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 MECHANICAL / ELECTRICAL ENGINEER emanuelsan-padas consulting engineers 7705 BUSH LAKE ROAD EDINA, MN 55439 I hereby certify that this drawing was preparoAa me or under my direct supervision and duly registered architect under the w to;�e � State of Minnesota. STitle: XXXX ON By: G Tit XX Date: XXXX 1�4stration Number: XXXX KEY PLAN REVISION I DATE DESCRIPTION I CLIENT ► CITY QF ==111111l EST.190U 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION DRAWING TITLE ARCHITECTURAL IMAGES DRAWING NUMBER a10.1 SOUTHEAST PERSPECTIVE 0- LID 00 O co N O N M M V 7 0 NORTHWEST PERSPECTIVE HAGEN, CHRISTENSEN & MCILWAIN A R C H I T E C T S 4201 CEDAR AVENUE 5O, - MINNEAPOLIS, AN 55407 TEL. (61 2) 904-1332 - FAX (612) 904-7366 CIVIL ENGINEER wsb 178 E 9TH STREET SUITE 200 SAINT PAUL, MN 55101 STRUCTURAL ENGINEER BKBM! ! �R! ENGINEERS 6120 EARLE BROWN DRIVE SUITE 700 MINNEAPOLIS, MN 55430 MECHANICAL / ELECTRICAL ENGINEER emanuelson-podas consulting engineers 7705 BUSH LAKE ROAD EDINA, MN 55439 I hereby certify that this drawing was preparCAO me or under my direct supervision and duly registered architect under the w 60 State of Minnesota. �� ,Title: XXXX O " By: G Tit XX Date: XXXX stration Number: XXXX KEY PLAN REVISION DATE DESCRIPTION CLIENT CFI Y C)F EST. 1906 5524 UPPER 146TH STREET N HUGO, MN 55038 LIONS PARK CIVIC PAVILION DRAWING TITLE ARCHITECTURAL IMAGES DRAWING NUMBER �I SOUTHWEST PERSPECTIVE al 0.2