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HomeMy WebLinkAbout88-25 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 88-25 File Number: 2025-306 SPECIALIZED REAL ESTATE GROUP, INC. (COST SHARE AGREEMENT): A RESOLUTION TO APPROVE A COST SHARE AGREEMENT WITH SPECIALIZED REAL ESTATE GROUP, INC. IN AN AMOUNT NOT TO EXCEED $64,000.00 FOR PARK IMPROVEMENTS NEAR THE SOUTHYARD DEVELOPMENT, AND TO APPROVE A BUDGET ADJUSTMENT WHEREAS, in 2019, Specialized Real Estate Group approached Parks staff with plans to construct a multi -family development and commercial space southwest of Martin Luther King Jr. Boulevard and South School Avenue near valuable outdoor recreation resources; and WHEREAS, the Parks Board recommended approval of the developer's request for a combination of parkland dedication and fees in -lieu, totaling 1.24 acres and $150,416.00 respectively, based on 220 multi -family units; and WHEREAS, after the project scope was reduced to 128 units, the City received 1.28 acres and $61,144.14 in fees for the Southwest Quadrant; and WHEREAS, in the cost share agreement, Specialized Real Estate Group, Inc. has agreed to provide design documents, construction administration services, all additional funds beyond the $64,000.00 provided by the city, and maintenance for the park for 10 years. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Rawn to sign a cost share agreement with Specialized Real Estate Group, Inc., with the City's portion of the cost not to exceed $64,000.00, for improvements to the park adjacent to the Southyard Development. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution, to recognize Park Land Dedication funds from the Southwest Quadrant. Page 1 Resolution: 88-25 File Number: 2025-306 PASSED and APPROVED on April 1, 2025 Approved: Molly Rawn, Mayor Attest: . G\TY OF SG� �FAYETTEVILLE;p, •�••yNC ON �J"` Kara Paxton, City Clerk Treasurer Page 2 CITY OF FAYETTEVILLE ARKANSAS MEETING OF APRIL 1, 2025 CITY COUNCIL MEMO TO: Mayor Rawn and City Council THRU: Ted Jack, Park Planning Superintendent Alison Jumper, Director of Parks, Natural Resources and Cultural Affairs Keith Macedo, Interim Chief of Staff FROM: Zach Foster, Park Planner II SUBJECT: SPECIALIZED REAL ESTATE GROUP, INC. (COST SHARE AGREEMENT): RECOMMENDATION: 2025-306 Approval to enter into a cost share agreement with Specialized Real Estate Group, Inc. Owner, LLC, to improve a trail side park for a total city cost not to exceed $64,000.00 and approval of supporting budget adjustment to recognize Park Land Dedication funds in the Southwest Quadrant. BACKGROUND: In 2019, Specialized approached Parks staff with plans to construct a multi -family development and commercial space on the SW intersection of Martin Luther King Jr. Blvd and S. School Ave. The development is located near valuable outdoor recreation resources. At the project's western border is Tanglewood Branch Creek and the intersection of two major paved trails, the Razorback Greenway and Tsa-La-Gi Trail. Parks Board recommended approval of Specialized's request of parkland dedication and fees in -lieu, totaling 1.24 acres and $150,416 respectively. This was based on 220 units, which was later reduced to 128 units. Parks received 1.28ac and $61,144.14 in fees for the Southwest Quadrant. This agreement includes Specialized providing design documents, construction administration, and all additional funds beyond the $64,000 provided by the city for park construction. The total cost of construction is estimated to be $310,000.Specialized involved Parks Planning and Parks Maintenance Staff in the park design process. Comments and suggestions from Staff were incorporated into the park's final design. This agreement also includes Specialized providing maintenance for the park for 10 years before conversion to city responsibility. DISCUSSION: Park Land Dedication funds not to exceed $64,000.00 have been identified for the project. Cash payments will be made to Specialized commensurate with the percentage of constructed work completed. BUDGET/STAFF IMPACT: Funds are available in the SW Quadrant Parkland Dedication Fund. Staff time will be used to provide due diligence as needed. Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 ATTACHMENTS: SRF (#3) , BA (#4), Cost Share Contract and Exhibits (#5), Park Construction Documents 100% (#6), Park Lighting (#7) Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 == City of Fayetteville, Arkansas y 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 - Legislation Text File #: 2025-306 SPECIALIZED REAL ESTATE GROUP, INC. (COST SHARE AGREEMENT): A RESOLUTION TO APPROVE A COST SHARE AGREEMENT WITH SPECIALIZED REAL ESTATE GROUP, INC. IN AN AMOUNT NOT TO EXCEED $64,000.00 FOR PARK IMPROVEMENTS NEAR THE SOUTHYARD DEVELOPMENT, AND TO APPROVE A BUDGET ADJUSTMENT WHEREAS, in 2019, Specialized Real Estate Group approached Parks staff with plans to construct a multi -family development and commercial space southwest of Martin Luther King Jr. Boulevard and South School Avenue near valuable outdoor recreation resources; and WHEREAS, the Parks Board recommended approval of the developer's request for a combination of parkland dedication and fees in -lieu, totaling 1.24 acres and $150,416.00 respectively, based on 220 multi -family units; and WHEREAS, after the project scope was reduced to 128 units, the City received 1.28 acres and $61,144.14 in fees for the Southwest Quadrant; and WHEREAS, in the cost share agreement, Specialized Real Estate Group, Inc. has agreed to provide design documents, construction administration services, all additional funds beyond the $64,000.00 provided by the city, and maintenance for the park for 10 years. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Rawn to sign a cost share agreement with Specialized Real Estate Group, Inc., with the City's portion of the cost not to exceed $64,000.00, for improvements to the park adjacent to the Southyard Development. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution, to recognize Park Land Dedication funds from the Southwest Quadrant. Page 1 Zach Foster Submitted By City of Fayetteville Staff Review Form 2025-306 Item ID 4/1/2025 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 3/3/2025 PARKS & RECREATION (520) Submitted Date Division / Department Action Recommendation: Approval to enter into a contractual cost share agreement with Specialized Real Estate Group, Inc. Owner, LLC, to improve a trail side park for a total city cost not to exceed $64,000.00 and approval of supporting budget adjustments to recognize Park Land Dedication funds in the Southwest Quadrant. 2250.520.9256-5806.00 Account Number 02013.2501 Project Number Budgeted Item? No Does item have a direct cost? Yes Is a Budget Adjustment attached? Yes Purchase Order Number: Change Order Number: Original Contract Number: Comments: Budget Impact: Park Development Fund South Yard Park Project Title Total Amended Budget $ - Expenses (Actual+Encum) $ - Available Budget Item Cost $ 64,000.00 Budget Adjustment $ 64,000.00 Remaining Budget V20221130 Previous Ordinance or Resolution # Approval Date: City of Fayetteville, Arkansas - Budget Adjustment (Agenda) Budget Year Division Adjustment Number PARKS &RECREATION (520) /Org2 2025 Requestor: Alan Bearden BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Budget adjustment to recognize Park Land Dedication (PLD) funds from the Southwest quadrant for required funds to be used to enter a cost -share agreement/contract with Specialized Real Estate Group, Inc. to construct a park (South Yard Park) near the intersection of West Martin Luther King, Jr. Boulevard and South School Avenue. COUNCIL DATE: 4/1/2025 ITEM ID#: 2025-306 Kevin Springer 31312025 4:30 Pln Budget Division Date TYPE: D - (City Council) JOURNAL #: GLDATE: RESOLUTION/ORDINANCE CHKD/POSTED: TOTAL 64,000 64,000 v.2025211 Increase / (Decrease) Project.Sub# Account Number Expense Revenue Project Sub.Detl AT Account Name 2250.520.9256-4419.02 - 64,000 02013 2501 RE Greenspace Fees - SW 2250.520.9256-5806.00 64,000 - 02013 2501 EX Improvements - Park I of 1 Docusign Envelope ID: 1C3BE557-EDE5-4E3C-9768-84C150F407C5 CONTRACTUAL AGREEMENT FOR COST SHARE OF PARK DEVELOPMENT This Agreement, made and entered into on this I day of April , 2025, by and between the City of Fayetteville, Arkansas ("City") and Specialized Real Estate Group, Inc. ("Specialized") witnesseth: WHEREAS, a mixed use project consisting of multi -family housing and commercial spaces is being constructed on land owned by Tanglewood Owner, LLC, Tanglewood Owner II, LLC, and Tanglewood Owner 111, LLC (the "Owner Entities") near south west corner of the intersection of West Martin Luther King, Jr. Boulevard and South School Avenue; and WHEREAS, Specialized is primarily responsible for development management related to the Owner Entities and the Owner Entities are affiliates of Specialized; and WHEREAS, Specialized or one or more of the Owner Entities have previous dedicated parkland to the City of Fayetteville and agreed to pay for a portion of the costs to develop the parkland and the City has also agreed to provide additional funding for the park development; and. WHEREAS, the parties wish to memorialize their respective obligations with respect to the development of this parkland (park). WHEREAS, Specialized has estimated that the total cost of developing the park will exceed $200,000.00 based on the 100% Construction Documents set, and that the City shall contribute up to $64,000.00 for development of the park as shown in the attached design documents (Exhibit A) and made a part hereof. Term. The development of the parkland is anticipated to be completed by the end of June or July 2025. 2. The Project. The project includes construction of a new park that meets recreational, environmental, and sustainable goals and all relevant codes, laws, and ordinances. Specialized, or its contractors, will construct the park based on the design documents (Exhibit A) and maintain the park for ten years after certificate of occupancy is issued for the Project. 3. City of Fayetteville's Rights and Responsibilities. A. The City shall provide the amount of $64,000.00 in cash for the Project. Payments will be made commensurate with the percentage of constructed work completed for the park. B. The City shall remit payment to Specialized up to the amount set forth in Section 3.A within thirty (30) days of receipt of valid invoices. Page 1 of 4 Docusign Envelope ID: 1C3BE557-EDE5-4E3C-9768-84C150F407C5 C. The City shall work with Specialized on any modifications of the Project if needed and the city shall approve any change orders during construction of the park. Any major revisions to the park design shall be approved by the city. D. The City, through its Purchasing Division, will be available for consultation by Specialized to ensure City policies, as applicable, are followed correctly. 4. Specialized's Rights and Responsibilities. A. Specialized shall pay (or cause the Owner Entities to pay) the costs to develop the Park. (with up to $64,000.00 in reimbursement by the City for its portion of the Project). Specialized shall submit invoices to the city indicating percent completion of the park. B. Provide the necessary and normal project management, inspection, and testing as necessary for the complete and acceptable construction of the park. Specialized shall ensure compliance with the City's Unified Development Code (including, specifically, the Streamside Protection Ordinance), other City ordinances, and any applicable state and federal laws. Specialized is responsible for ensuring the park is constructed meeting applicable codes. C. To begin construction of the project Specialized shall issue a notice to proceed to its contractor or contractors. Specialized agrees that Specialized will use commercially reasonable efforts to substantially complete the Project within 6 months after the notice to proceed has been issued. D. Specialized shall maintain the Project for a period of ten (10) years from the date a Certificate of Occupancy is issued for the. Specialized may include a reasonable estimate of ongoing maintenance costs as part of its contribution for the Project. Specialized shall not substantially alter the Project without written approval from the City. Substantial alterations shall include any activities unrelated to the general maintenance of the project including, but not limited to, grading, installation or removal of permanent fixtures, installation or removal of signage, and alteration of the stream or streambank. Specialized shall at a minimum maintain the park to Level Three maintenance as defined by park standards, as attached hereto as Exhibit B. E. Specialized agrees that it will require all of its contractors to indemnify, defend, and hold harmless the City from and against any and all loss where loss is caused or incurred or alleged to be caused or incurred in whole or in part as a result of the negligence or other actionable fault of the Contractors, or their employees, agents, Subcontractors, and Suppliers. F. Specialized agrees that it will build the park to meet or exceed typical park standards so that a long lasting, reasonably maintainable park will be constructed. Page 2 of 4 Docusign Envelope ID: 1C3BE557-EDE5-4E3C-9768-84C150F407C5 A primary function of the park is to serve as an exciting stop on the Razorback Greenway offering places for people to sit and enjoy the small greenspace with food opportunities close by. G. Specialized may add low voltage lighting to the park powered from the existing trail lights. The city will pay for the electrical use and Specialized shall maintain the lights. 5. Railroad Trestle. The city will not accept the Railroad Trestle in its current state. The parties may determine that improvements to the railroad trestle are warranted. The City may, but is not required, to accept the railroad trestle as additional parkland dedication or donation. Any provisions related to the railroad trestle shall be addressed in a written change order or contract amendment. 6. Contract Amendments. Changes, modifications or amendments to the scope, price or fees dictated by this Contract shall not be allowed without a prior formal Contract amendment approved by the City and by the authorized agent of Specialized in advance of the change. 7. Contractor. It is further understood that the contract for construction of these improvements is between Specialized (or the Owner Entities) and their Contractor and that the City has no contractual obligation with either the Contractor or any agent of Specialized. The City's only obligation shall be to participate in a contractual agreement with a not -to -exceed amount of $64,000.00 for the construction of the park. Page 3 of 4 Docusign Envelope ID: 1C3BE557-EDE5-4E3C-9768-84C150F407C5 IN WITNESS WHEREOF, the parties hereto have caused their signatures to be set by their authorized representative effective the date set forth below. CITY OF FAY�ETTEVILLE, ARKANSAS " �J Molly Rawn, Mayor Date: April 1, 2025 ATTEST: Kara Paxton, City Clerk -Treasurer SPECIALIZED REAL ESTATE GROUP, INC. Docu Signed by: 85501 DOA4AF2428... Jeremy Hudson, President Date: Page 4 of 4 Exhibit A - South Yard Park - Project Cost Estimate Pricing Reflects Bids from the EDG 100% CD Set 17-Feb-25 Quantity Unit Cost Total 1 General Requirement - Misc. $16,000.00 Survey/Layout Tressle Closure - Fencing Only Straw Waddle 4' Orange Tree Protection Fencing Cut Down & Remove Tree Scalp & Remove Topsoil - 18" Depth Max 2 Concrete $82,536.00 Piers - 12" x 3'-0" Cheek Walls Ribbon Curb Sidewalk Construction Entrance w/6" Clean Stone Concrete Washout Concrete Pier - Pole Fixture 3 Electrical $22,900.00 Pole Fixture Recessed Fixture Install/Conduit 4 Decks, Boardwalk, & Railing $46,758.75 Wood Deck A Boardwalk & Wood Deck B Built in Benches Wire Mesh w/Wood Frame Rail 5 Landscape $50,323.00 Trees - 3.5" Caliper - River Birch - Single Trunk Trees - 3" Caliper Fruitless Gum 1 gallon - Fox Sedge 2" Plugs - Blue Wood Sedge 2" Plugs - Northern Sea Oats 2" Plugs - White Wood Aster Bermuda Sod Crushed Limestone 1/4" Minus w/Fines Planting Mix Hardwood Mulch Boulder Installation 6 Irrigation *dependant on water supply $8,000.00 7 Signage/Wayfinding - Placeholder $6,000.00 8 Site Furniture/Bike Racks - Placeholder $12,000.00 Sub -Total $244,518 Soft Cost/Design $10,500 Project Management 0.100 % $244,518 % $24,452 10% Contingency 0.100 % $244,518 % $24,452 $303,921 Exhibit B- Level3 Maintenance Standards Fayetteville Park and Recreation System Master Plan (2023) Level 3 - Consistent, moderate care maintenance for regularly attended but lower use areas of high use parks. Maintenance should ensure a safe, attractive, and functional site and accommodate this steady and medium levels of visitors. Maintenance is typically performed once to twice per week. Park areas in this category include: lower but still actively used areas of regional and Community Parks, and high use areas of the most popular neighborhood parks such as Gordon Long west of creek. • INSPECTIONS Quality inspections done every other month. • TURF CARE Mowed at least once every seven working days in growing season. Little effort is used to keep a weed free turf. • LITTER CONTROL Trash cans emptied minimum three days per week. • RESTROOMS Open minimum 12 hours per day, seven days per week. Cleaned minimum of once every other day. • PLAYGROUNDS Inspected for safety routinely based on usage. Loose surfaces groomed monthly, solid surfaces cleaned once per week. • FACILITIES Kept tidy and clear of debris and are cleaned prior to and after reservations. • SURFACES Cleaned regularly. Repaired, repainted, or replaced when appearances have noticeably deteriorated. • FURNISHINGS Kept clean and functional. Tolerance of wear and tear that does not impede use and safety. • IRRIGATION Frequency of use follows rainfall, temperature, etc. Inspected once per month during growing season. In times of drought these are medium priority areas. • LANDSCAPE PLANTINGS Minimal care. Floral plantings are limited in size and complexity. Minimal care (water, fertilizing, pruning, weeding, etc.) is done once every three weeks in growing season. • REPAIRS performed whenever safety, function, or appearance is in question. NOTE FOR COST SHARE AGREEMENT BETWEEN SPECIALIEZED AND CITY: Maintenance on "SURFACES" category includes the inspection and removal of any mold, mildew, or other agents that generate a slipping hazard on wooden boardwalks and decking. SOUTH YARD PARK 417 MARTIN LUTHER KING JR. BLVDFAYETTEVILLE, AR 72712 100% CONSTRUCTION DOCUMENTS E Tnwr J ! W M1 CAmtorl Rd �' c Pp ,� ©Hilton Garden ��� inn Fayetteville IHGF 1 =.Walmart- , �_. ttz ood Market w" "h'' Wilson Park Ift-M i Q � FlI.F61 University ii Z f of Arkansas - „ Fayetteville Bud Walton A.rer.aQPlhlic L+brarvT Eenterantal r,. Walmart® Parky;' ' Neighborhood Market Walmart Neighborhood Market zbs 19 Ozark Natural Foods Fayetteville bt Lx r. nlvrf " b ke a r P rk 11. WalmartSvpercenter1al � N r. W t5th t Fayette Junction PROJECT LOCATION G• .,yh�Fx�r Kessler Kessler Mountain Mountain Regional Park o D m VICINITY MAP NOT TO SCALE OWNER: CITY OF FAYETTEVILLE 113 W MOUNTAIN ST FAYETTEVILLE, AR 72701 LANDSCAPE: ECOLOGICAL DESIGN GROUP, INC. TANNER WEEKS, ASLA 120 S IZARD STREET LITTLE ROCK, AR 72201 TWEEKS@ECOLOG ICALDG.COM 501.772.5269 + Chris 40 9 l Habitat For to Humariitf lRestore I ( F ' Storfi Meadows5G' DEVELOPER: SPECIALIZED REAL ESTATE GROUP KAITLYN FONDANO 200 W CENTER ST FAYETTEVILLE, AR 72701 KAITLYN@SPECIALIZEDREG.COM 479.439.8650 CIVIL ENGINEER: ECOLOGICAL DESIGN GROUP, INC. ROBERT HELVEY, PE 120 S IZARD STREET LITTLE ROCK, AR 72201 RHELVEY@ECOLOGICALDG.COM 501.516.1133 AERIAL MAP NOT TO SCALE NORTH SURVEYOR: MORRISON SHIPLEY BRAD FERGUSON 2407 SE COTTONWOOD ST BENTONVILLE, AR 72712 479.273.2209 (PPL #-XX-XXXX) SITE SUMMARY I- I / MSC USE: PUBLIC PARK AREA: 1.24 AC CITY AND UTILITY CONTACTS: ENGINEERING: CITY OF FAYETTEVILLE JOSH BOCCACCIO J BOCCACCIO@ FAYETTEVI LLE-AR.GOV 479.718.7623 WATER & SEWER CITY OF FAYETTEVILLE MARK ROGERS M ROG E RS @ FAYETTEVI LLE-AR. G OV 479.575.8386 SOLID WASTE CITY OF FAYETTEILLE JEFF COLES JCOLES@FAYETTEVI LLE-AR.GOV 479.575.8397 TRANSPORTATION CITY OF FAYETTEVILLE TERRY GULLEY TFU LLEY@ FAYETTEVI LLE-AR.GOV 479.444.3491 PLANNING CITY OF FAYETTEVILLE JONATHAN CURTH JCURTH@FAYETTEVILLE-AR.GOV 479.575.8308 NATURAL GAS BLACK HILLS ENERGY SCOTT STOKES SCOTT.STOKES@BLACKHILLSCORP.COM 479.435.0229 ELECTRIC SWEPCO JOHN LE TTLE@AEP.COM 479.879.0873 TELEPHONE AT&T JEFF HAMILTON JH5430@ATT.COM 479.442.1967 CABLE COX COMMUNICATIONS CHAD HODGE CHAD.HODGE@COX.COM 479.365.2402 PARKS TED JACK TJACK@ FAYETTEVI LLE-AR.GOV 479.44.3466 -1 JANUARY 31, 2025 SHEET INDEX SUPPLEMENTAL SHEETS C0.00 COVER SHEET SHEET I OF 5 ALTA SURVEY C0.01 GENERAL NOTES & LEGENDS SHEET 2 OF 5 ALTA SURVEY Co.10 TREE PROTECTION & EROSION CONTROL PLAN SHEET 3 OF 5 ALTA SURVEY CO. 1 1 TREE PROTECTION & EROSION CONTROL DETAILS SHEET 4 OF 5 ALTA SURVEY C 1.00 SITE PLAN SHEET 5 OF 5 ALTA SURVEY C 1.01 SITE LAYOUT PLAN C2.00 GRADING & DRAINAGE PLAN C3.00 SITE DETAILS C3.01 SITE DETAILS L1.00 LANDSCAPE PLAN 1-1.10 LANDSCAPE NOTES & DETAILS LEGAL DESCRIPTION Part of the Southwest Quarter (SW1 /4) of the Southeast Quarter (SE1 /4) of Section 16 and a part of the Northwest Quarter (NW1 /4) of the Northeast (NE1 /4) of Section 21, Township 16 North, Range 30 West, Washington County, Arkansas (including part of Blocks 14, 15, 16, 20, 21 and 23, in Ferguson Addition to the City of Fayetteville, as per plat of said Subdivision on file in the office of the Circuit Clerk and Ex-Officio Recorder of Washington County, Arkansas and part of the former Arkansas and Missouri Railroad right-of-way and part of the former P Et GE Railroad right-of-way), being more particularly described as follows: Beginning at the SW corner of said SW/4 of the SE/4 of Section 16 as calculated from a survey by Gene Buescher, RLS #1181 for Southern Farms Coop, recorded as document No. 99-107041; THENCE North 02'53'31" East 11.38 feet to the northerly right-of-way line of the said former Arkansas and Missouri Railroad as calculated from Arkansas Department of Transportation Right -of -Way Plans for Arkansas Highway 180 (Martin Luther King Avenue), Sheet No. 4, Job No. 4705 sec.3; THENCE along said northerly right-of-way line, along a curve to the left, with an arc length of 72.58 feet, having a radius of 402.47 feet, through a central angle of 10' 19'57" and having a chord bearing and distance of North 77' 51'19" East, 72.48 feet; THENCE North 02'29'33" East 187.24 feet; THENCE North 87'07'29" West 57.03 feet; THENCE North 00'44'05" East 63.27 feet to a 2" aluminum ARDOT monument found on the southerly right-of-way line of said Arkansas Highway 180; THENCE along said southerly right-of-way line the following 6 calls: 1.South 72'29'02" East 27.42 feet; 2.North 751217" East 46.71 feet; 3.South 85'42'06" East 295.00 feet; 4.North 04'1754" East 5.00 feet; 5.South 85'42'06" East 30.33 feet to a P.I. point; 6.South 86'31'11" East 191.51 feet to a 2" aluminum ARDOT monument found; THENCE South 04'03'13" West 81.05 feet; THENCE North 85'50'41" West 32.00 feet; THENCE South 04'22'07" West 174.81 feet to the centerline of Vacated Seventh Street, from which a 3/8" rebar bears South 04'22'07" West 25.01 feet; THENCE along said centerline South 87' 14'03" East 144.12 feet to the existing westerly right-of-way line of U.S. Highway 71 Business (South School Avenue); THENCE along said westerly line, South 02020'12" West 284.82 feet; THENCE continuing along the said westerly line the following 6 calls: 1.North 87' 17'34" West 20.00 feet; 2.South 02'20'12" West 20.35 feet to a 1 /2" rebar with cap, PS #1443 found; 3.North 89'23'15" East 6.77 feet to a 1 /2" rebar with cap, PS #1443 found; 4.South 0017'52" East 26.36 feet to a 1 /2" rebar with cap, PS #1443 found; 5.North 88' 57'17" West 7.89 feet to a 1 /2" rebar with cap, PS #1443 found; 6.South 01'5638" West 22.47 feet to a MAG Nail found; THENCE leaving said westerly right-of-way line, North 89' 26'23" West 259.40 feet to a 1 /2" rebar with cap, PS #281 found; THENCE South 89'35'28" West 5.46 feet to a 5/8" rebar found; THENCE North 70' 58'47" West 417.65 feet to the easterly line of Tract No. 8 as described in property described in a Warranty Deed recorded as Document 2002028098; THENCE with said easterly line, North 02' 11'30" East 108.65 feet to the southerly right-of-way line of an abandoned railroad; THENCE along said southerly line, South 82'03'55" West 20.01 feet to the west line of the Northwest Quarter (NW1 /4) of the Northeast (NE1 /4) of said Section 21; THENCE along said west line, North 02' 53'31" East 118.63 feet to the POINT OF BEGINNING, containing 358,380 square feet or 8.23 acres, more or less. FLOOD NOTE: Based upon review of NFIP FIRM, Washington County, Arkansas, and Incorporated Areas, Map Number 05143CO220F, Map Revised: May 16, 2008, and by graphic plotting only, the subject property lies within Zone X, Areas determined to be outside the 0.2% annual chance floodplain. Surveyor, Landscape Architect, and Civil Engineer assume no liability for the correctness of the map cited. WETLAND NOTE_ It has been determined that no wetlands exist on site per US Fish and Wildlife Wetland Mapper (Data last modified December 1, 2021) PROJECT NOTES 1. The City of Fayetteville Street Standards, Drainage Criteria Manual, Subdivision Ordinance, Water and Sewer Utility Specifications, and State Code shall govern these plans. If there are discrepancies in the plans or information contained within, City of Fayetteville Ordinances, Standards, and Specifications shall rule, unless, approved in writing by the City Engineer. 2. To schedule an inspection or test with the City of Fayetteville Engineering Department, inspections must be called in (479.575.8206) by the Engineer of record 24 hours in advance before 10am for an inspection the following day. 3. The Engineer of record must certify the site and the project must pass a development final site inspection before requesting a building final inspection. 4. The Engineer of record shall coordinate and schedule a Pre -Pave PreCon with the Engineering Department and Contractor before the paving of any public street or public alley. E I D I G Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK I ROGERS I WYNNE T,1LNN ER 6 Know what's below. Call before you dig. QV, a 0 oC Q a � v a) D 4-1 N 0 ca EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description PHASE 100% CONSTRUCTION DOCUMENTS Copyright Ecological Design Group 2024 FIRE CITY OF FAYETTEVILLE RODNEY COLSON RCOLSON@FAYETTEVILLE-AR.GOV 479.575.8239 TITLE Cover Sheet SHEET NO. C 0.0 0 GENERAL NOTES: GENERAL EROSION CONTROL NOTES: I. EXISTING SURVEY DATA WAS OBTAINED FROM A TOPOGRAPHIC & BOUNDARY SURVEY PERFORMED BY MORRISON SHIPLEY AND DATED APRIL 29,2019. 2. SURVEY DATA IS BASED UPON NAD 83, STATE STATE PLANE, ARKANSAS NORTH FEET COORDINATE SYSTEM. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM. 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. SITE CONTRACTOR SHALL MEET OR EXCEED ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL MEASURES 5. THE APPROXIMATE LOCATION OF KNOWN UTILITIES & SUBSURFACE STRUCTURES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE STRUCTURES & RECORD DRAWINGS PROVIDED. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF THESE & ALL OTHER SUBSURFACE AND/OR LATENT FACILITIES PRIOR TO BEGINNING WORK. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE & THE COST OF SUCH REPAIRS NECESSARY SHALL BE BORNE BY THE CONTRACTOR. 6. ALL WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE COORDINATED WITH THE CITY OF FAYETTEVILLE ENGINEERING DEPARTMENT AND TRAFFIC DEPARTMENT. 7. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL. 8. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT I-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED. 9. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN IMPLEMENTED, AND THE SWPPP, EROSION CONTROL PLAN, AND SIGNED AUTOMATIC NOTICE OF COVERAGE IS POSTED ON SITE.. 10. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD TESTING AS DESCRIBED IN THE SPECIFICATIONS (INCLUDING BUT NOT LIMITED TO COMPACTION DENSITY TESTING, ETC.), AND SHALL PROVIDE RESULTS TO ENGINEER, AND MAINTAIN RECORDS AND RESULTS OF ALL TESTS PERFORMED DURING CONSTRUCTION. TESTING BY THE CONTRACTOR SHALL BE INCLUDED IN THE BID. 11. EXISTING FACILITIES AND FEATURES ARE SHOWN LIGHT -LINED AND/OR SCREENED. NEW FACILITIES AND FEATURES ARE SHOWN SOLID AND HEAVY -LINED. 12. SLOPES AND GRADES SHOWN ARE IN UNITS OF FT/FT UNLESS OTHERWISE NOTED. 13. ALL PAVEMENT AND CURB MEASUREMENTS ARE TAKEN FROM FACE OF CURB OR EDGE OF PAVEMENT. 14. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DEMOLITION NOTES: I. DEMOLITION SHALL NOT BEGIN UNTIL THE APPROPRIATE EROSION CONTROL MEASURES AND REQUIRED TREE PRESERVATION FENCING HAVE BEEN INSTALLED. 2. CONTRACTOR SHALL SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL CODES FOR DEMOLITION AND DISPOSAL OF ALL MATERIALS. 3. CONTRACTOR SHALL ENSURE THAT ADJACENT PROPERTY IS NOT DAMAGED. 4. CONTRACTOR SHALL COORDINATE WILL ALL UTILITY COMPANIES REGARDING RELOCATION, REMOVAL, AND/OR DISCONNECTION. 5. CONTRACTOR SHALL PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. 6. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY UNDERGROUND TANKS ARE FOUND ON SITE. 7. ALL TREES (EXCEPT THOSE SHOWN TO BE PROTECTED) AND VEGETATION WITHIN THE CLEARING AND GRADING LIMITS SHALL BE CLEARED AND GRUBBED INCLUDING TREE ROOT SYSTEMS. ALL DEBRIS IS TO BE REMOVED FROM THE SITE. 8. STRIP TOPSOIL AND STOCKPILE IN THE DESIGNATED AREA FOR FUTURE USE. 9. LARGE ROCKS AND BOULDERS SHALL BE REMOVED AND DISPOSED FROM THE SITE. STREET CONSTRUCTION (GRADING) AND EARTHWORK NOTES: I. THE ENGINEER SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACEMENT OF ANY FILL MATERIAL, INSTALLATION OF STORM DRAINAGE PIPE, DRAINAGE STRUCTURES, CURB AND GUTTER, OR PLACEMENT OF CRUSHED STONE OR ASPHALT. 2. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT PERFORM EARTHWORK IN ACCORDANCE WITH THE RECOMMENDATIONS IN SAID REPORT. 3. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER TO INSPECT THE SUBGRADE PRIOR TO PLACING FILL. 4. FILL AND BACKFILL SHALL BE PLACED IN HORIZONTAL, NOMINAL 6- TO 8-IN THICK LOOSE LIFTS. EACH LIFT SHALL BE TESTED AND APPROVED PRIOR TO PLACING SUBSEQUENT LIFTS. 5. THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND SECTION 212 OF THE ARKASAS STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. PRIOR TO PLACING THE CRUSHED STONE BASE COURSE THE SUBGRADE SHALL BE PROOF ROLLED, AND MUST BE VERIFIED TO CONFORM TO THE GRADES AND SLOPES SHOWN ON THE DRAWINGS. 6. ALL MUD SOIL, AND LOOSE GRAVEL SHALL BE REMOVED FROM THE CRUSHED STONE BASE AND CONCRETE CURB PRIOR TO PLACEMENT OF ASPHALT. 7. THE CONTRACTOR SHALL PROVIDE APPROPRIATE ADVANCED WARNING DEVICES, BARRICADES, BARRELS, AND OTHER MEASURES AS NEEDED TO PROPERLY CONTROL AND ADVISE TRAFFIC OF CONSTRUCTION EQUIPMENT. 8. THE CONTRACTOR SHALL REPAIR ANY DAMAGE THE CONSTRUCTION ACTIVITY OR HAULING OF MATERIAL MAY HAVE ON THE EXISTING STREETS AND/OR ACCESS ROADS. 9. COORDINATE WORK WITH OWNER TO MINIMIZE THE EFFECTS OF CONSTRUCTION ON DAILY OPERATIONS OF THE FACILITY. 10. COORDINATE ALL DEMOLITION WORK WITH OWNER. VERIFY OWNER DOES NOT WISH TO RETAIN MATERIAL BEFORE IT IS REMOVED AND DISPOSED. 11. ALL CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE DESIGNATED AREAS SHOWN ON THE PLANS. ALL AREAS OUTSIDE OF THOSE LIMITS SHALL BE PROTECTED AND MAINTAINED. 13. GRADING SHALL BE LIMITED TO THE EXTENT OF THE PROPOSED CONTOURS AND SPOT GRADES SHOWN ON THE PLANS. 14. ALL CUT AND/OR FILL SLOPES SHALL BE A MAXIMUM 3H: IV SLOPE OR FLATTER UNLESS OTHERWISE NOTED. 15. ALL STORM DRAINAGE PIPE CONNECTIONS TO STRUCTURES SHALL BE GROUTED TO PROVIDE A WATERTIGHT CONNECTION AT THE STRUCTURE. 16. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES INSTALLED IN PAVED AND TRAFFIC AREAS SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND INSTALLED IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS FOR H2O LOADING. 17. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH THE PAVEMENT AND SHALL HAVE TRAFFIC BEARING RINGS AND COVERS. 18. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL OR STRUCTURAL ENGINEERING PLANS AND SPECIFICATIONS. I. SITE CONTRACTOR IS RESPONSIBLE FOR INSTALLING, MONITORING, AND MAINTAINING ALL EROSION & SEDIMENT CONTROL BMPS. 2. SITE CONTRACTOR IS RESPONSIBLE TO KEEP AND UPDATE ALL STORM EVENT LOG BOOKS. 3. THE CONTRACTOR SHALL IMPLEMENT AN EROSION CONTROL PLAN TO PREVENT MUD, SEDIMENT, AND CONSTRUCTION MATERIALS FROM BEING WASHED OR TRACKED OFF SITE ONTO ADJACENT PROPERTY. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE APPROVED ADEQ CONSTRUCTION STORMWATER PERMIT AND MAINTAIN THE STORMWATER POLLUTION PREVENTION PLAN AT ALL TIMES. 4. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (SITE MAP), THE EROSION CONTROL DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE TEMPORARY EROSION CONTROL SECTION OF THE SPECIFICATIONS, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 5. EROSION CONTROL DEVICES SHALL BE INSTALLED AS THE PROJECT PROGRESSES AND AREAS ARE DISTURBED. 6. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 7. BEST MANAGEMENT PRACTICES AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, AND OR LOCAL MANUAL OF PRACTICE, AND THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECT BY THE PERMITTING AGENCY OR OWNER. 8. THIS EROSION CONTROL PLAN MAY BE REVISED BY ADDING OR DELETING EROSION CONTROL DEVICES AS DIRECTED BY THE ENGINEER. 9. THE LOCATIONS OF THESE EROSION CONTROL DEVICES MAY BE CHANGED IF SITE CONDITIONS WARRANT TO PREVENT EROSION. 10. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE AND EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 11. ALL INLETS ON AND ADJACENT TO THE SITE SHALL BE PROTECTED FROM SEDIMENT. 12. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS. 13. PERFORM EQUIPMENT AND VEHICLE MAINTENANCE ONLY IN DESIGNATED AREAS. USE DRIP PANS UNDER EQUIPMENT. 14. INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND FLOWING RAINFALL EVENTS OF 0.5 INCHES THROUGHOUT THE DURATION OF THIS PROJECT AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. 15. ALL DISTURBED AREAS LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER ARE TO RECEIVE TEMPORARY VEGETATION AND MULCHED. 16. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND/OR OTHER PETROLEUM -BASED, OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATION IS PROHIBITED. 17. SOLID WASTE (INCLUDING TRASH AND DEBRIS) MUST BE DISPOSED OF PROPERLY, AND HAZARDOUS MATERIALS (INCLUDING OIL, GASOLINE, AND PAINT) MUST BE PROPERLY STORED (WHICH INCLUDES SECONDARY CONTAINMENT). PROPERLY MANAGE PORTABLE SANITARY FACILITIES. 18. USE DRY CLEANUP METHODS TO COLLECT LITTER AND ABSORB ANY LIQUID WASTES PRIOR TO ANY PRESSURE WASHING. THESE INCLUDE USING ABSORBENTS (RAGS, SAND, ETC.), SWEEPING, AND SCRAPPING OFF DRIED DEBRIS. 19. RUBBISH, TRASH, GARBAGE, OR LITTER SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM BEING BLOWN OR WASHED OFF -SITE. 20. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCE/EXIT IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES EXIT ONTO THE PUBLIC ROADS. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF SITE.. 21. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 22. ON -SITE AND OFF -SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH ADEQ CONSTRUCTION STORMWATER PERMIT. 23. ALL MATERIALS MUST BE STORED OUT OF THE WAY OF VEHICULAR TRAFFIC. 24. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 25. EROSION CONTROL FACILITIES REQUIRED BY THESE PLANS AND/OR THE FACILITY PERMIT ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL FACILITIES AS NECESSARY. 26. REMOVE EROSION CONTROL DEVICES AFTER PERMANENT VEGETATION IS ESTABLISHED. ADDITIONAL EROSION CONTROL NOTES: INITIAL SITE PREPARATION: I. INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS. 2. SITE CONTRACTOR SHALL SUBMIT TO ENGINEER FOR APPROVAL A SITE MAP SHOWING THE PROPOSED LOCATIONS OF THE FOLLOWING: TRAILER, PARKING, LAY DOWN, PORTAJ-POTTY, WHEEL WASH, CONCRETE WASH -OUT, MASON'S AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., DENOTE THEM ON THE SITE MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROGRESS. 3. CONSTRUCT THE SILT FENCES ON THE SITE AS INDICATED ON THE PLANS. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CONTACT THE ENGINEER TO PERFORM INSPECTION OF THE BMPS. SITE CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING SUB -CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE WITHIN THE LIMITS OF WORK SHOWN ON THE PLANS. 7. CONTRACTOR SHALL BEGIN GRADING THE SITE AND BEGIN CONSTRUCTION. DURING CONSTRUCTION: I. TEMPORARILY SEED DISTURBED AREAS. 2. INSTALL INLET PROTECTION AROUND ALL NEWLY CONSTRUCTED STORM SEWER STRUCTURES. 3. AFTER PAVING, INSTALL INLET PROTECTION DEVICES. 4. AT THE COMPLETION OF GRADING INSTALL PERMANENT SEEDING AND PLANTINGS. 5. ONCE SITE IS STABILIZED, THE CONTRACTOR CAN REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. 6. ON AN AS -NEEDED BASIS OR AS DIRECTED BY THE CITY OR OWNER, THE CONTRACTOR SHALL CONTROL DUST BY EXPOSING THE SOIL SURFACE TO MOISTURE PERIODICALLY WITH ADEQUATE WATER TO CONTROL DUST. UGE- PROPOSED LEGEND TREE TO BE REMOVED & DISPOSED PROPOSED TREE PROTECTION FENCE PROPOSED CONSTRUCTION ENTRANCE PROPOSED CONCRETE WASHOUT LIMITS OF DISTURBANCE PROPOSED STRAW WATTLE PROPOSED SIDEWALK PROPOSED WOODEN DECK PROPOSED CRUSHED STONE PROPOSED INTERMEDIATE CONTOUR (I FT) PROPOSED INDEX CONTOUR (5 FT) PROPOSED SPOT GRADE IMGZM031a07g1�4091.1 MIANVA012 GENERAL NOTES & LEGENDS ABBREVIATIONS Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK I ROGERS I WYNNE BOC BACK OF CURB BC BOTTOM OF CURB �»- BW BOTTOM OF WALL �,;,v;MET � CL CENTERLINE DIA DIAMETER DWG DRAWING - TNN"VER r E EASTING ELEV ELEVATION ice EWOC EACH WAY ON CENTER EX EXISTING FFE FINISH FLOOR ELEVATION FG FINISH GRADE FL FLOWLINE FOC FACE OF CURB FT FEET HORZ HORIZONTAL ID INSIDE DIAMETER INV INVERT LB POUNDS LEN LENGTH LF LINEAR FEET MAX MAXIMUM MIN MINIMUM N NORTHING N.T.S. NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PL PROPERTY LINE PVT PAVEMENT R RADIUS SCH SCHEDULE SS STAINLESS STEEL SQ SQUARE TC TOP OF CURB TW TOP OF WALL TYP TYPICAL VERT VERTICAL Know what's below. Cal I before you dig. Y OC QV, G oC Q a � v H (v O N LL EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description PHASE 100% CONSTRUCTION DOCUMENTS TITLE General Notes & Legends SHEET NO. C0601 Copyright Ecological Design Group 2024 Ex. Easement �� P \\ 1 \ \ a Book 899, Page 37 o � cj, 204.4' ° Basement \ / Ex. Grate Inlet \\\\\\ \\ �C`a� \\ \\\ \ \ O \\\j Rim = 1245.89 D ;: f Ex. Budding Pao \ Inv =1243.08 FFE=1259.41 Ex. 50' E semen \ \ / / o =-. Book 8�9 ,Page 3 \ \\\ \ O \ —L- tt D o \ a o CB: N77 33'01 „E (R) M , �I Ex. Junction Box Rim = 1248.68 \ \ o a So CD: 72.56 (R) a a A/ r- _ � / I � � � Inv = 1241.49 �- ° 402.4T (R) \ a � �' � � I � '� � , _ ° j y � � � a a � Ferguson Addition o \ l`. — r 72.66' (R) SOUTHYARD PHASE 2 o , o \ a ' Farmers Cooperative o / \FX I I I I I I O \ a l a Zoning:l(SC )) FL = 1240.78 II I I o UP a a v\ a POB, Farmers Cooperative d a I I I Q \ POB, Overall \ I IIIII I 1 O o o /a / 1 POC, POB, Claim Deed A SW Corner SW 1/4, SE 1/4 S16, T16N, R30W 81,SS POB, Claim Deed e jl 121,55 IV/ N Parcel #: 765-14937-000 ,/ M °p Barnes Family Trust I Z Zoning: l-1 0 Deed Overlap I O I I o1 ° \ a *40* a Q Claim Dee v Are III I D o S5�nhole / a \�\ a a EXISTING BRIDGE TO I I \\ 1 \ — _ ° R 125 7 / a,; a +884 Ft O m v = 3� a / d �I REMAIN (PROTECT I I I I \\ \ 1 o /\--- / al a s ( AND MAINTAIN) I I�� \\ 1 O , 12"SS>- O — 0 a d I \ I \ \ d° a O \ d o \ \ � � a I SOUTHYARD PHASE 3 / d I \nt x r- ti`� � � 11 I � A V A \ V V A \ \ V A \�A � � /. � � � ook Ea age 37 a SOUTHYARD PHASE 3 \ \ d d I � PAVILION a I \ \ \ \ FFE1248.27 � I i i d d a I ° l \ 0 a o \ � o 1 \ \ I Quit im Deed 1 \ \\ \ l Area 8` 4 031!S . Ft. I \ "� \ \ \ 31 45 36 W 20.08 R \ o \ 0 ° 0 0 ° \ o \ \ \ . ..:.....::::. 4. 'E. `\\4f to nce I \ \ \ \ \ \ Ex. S�Woo\\d, 11 O PHASE LINE (TYP.) 4 \ \ o EXISTING LIGHT POLE TO REMAIN. d $ Ex. Easement ��� \ \ • \ \ \ \ \ \ \ \\ \o \ PROTECT & MAINTAIN I File#2013-600199 (TYP.) x a e a SEDIMENT LOG 3 PROPERTY LINE \ 1 \ 1 I I ( (TYP.) Co. I (TYP.) I J / / \ \ \ \ \ �\ - Parcel # \/ , � � � � \ \ � V \ � �0 l I v ov v v v 765-05523-OC 765-05523-000 SOUTHYARD PHASE 2 EXISTING TREE TO BE REMOVED &DISPOSED \ -- ( ) 1 \\ \\ \ \\\ \ \ \ \ ` 765-05522-000 "\ \ I— v v v v v,65-05509-000 I ��, d oT - I ) node \ \ \\\ \ \\ \ 65-05507-000 Area \ / --------- / \ \ �\ \ \\ ` -- +286, 898 Sq. Ft. , l / I I ♦ �\ \ \ \ \\ O ZONE 2-50 I I v 64"V7 4cr�ers CONCRE/<MANAGEMENT2WASHOUT � ZONE o00 0- J D D I CONSTRUCTION ix C0.1I ENTRANCE I to Fence LIMITS OF � ll �\\� �\\ � \ \ \\�\ � � � � o O � DISTURBANCE TYP. d I �) / Ex. 16' entLr) \ \ \ \ \ \ \ v v vvv v� o O (TYP.) I d d \ Book 899, Pa \ \ ZONE I - 25' V� A �, ��,,�� �� Existing O O O O N a DiCrr' 1/2"Rebaro 0 0 0 0 0 MANAGEMENT \ \ B Wit_ TREE PROTECTION 5 \ \ / �° � ' � � \ FENCE (TYP.) � ZONE vo Ln ° \ �� �\ — — — \ �\ \ \ STRF �\ \ SOUTH YARD PHASE 1 \ \ _ — — \ \ F,q O,c \\ o da d a f ) EXISTING TREES — _ � yv v v Tomv �� a ° A V A TO REMAIN (TYP.) ( \ v ,,, 0 d A — PROTECT &— v B oo A \\ H \ \ ` \ \q,� Qom^ tx sting 1�� MAINTAIN F�� \ ( \ \'� d \\ \ w/PS#1005 ZONE I - 25' WATERSIDE a \ ZONE \ \ \ \\\\ \ \ o� Existing / 1/2"Rebar N)D,� a \ ? \ \ iv`�Z9 \ I / \ \ \ \ \ \\ \ \\\ ■ \ CB: N72 °G1 '01 " (5) ° ZONE 2 - 50' 1 ` \ \ \ \ \\ \ \\\ I Co 11. 7'(S) EXISTING RAZORBACK GREENWAY TO \ \ \ \ MANAGEMENT \ \ \ \ \ \\ \ \ I R.�146.28 REMAIN. PROTECT AND MAINTAIN. `-- RAZORBACK GREENWAY TO REMAIN OPEN d °� ZONE \ \ \\ \ \\ \ \ \\\\\\\\ I ` ti DURING CONSTRUCTION. CONTRACTOR a a \ \ \ �� \ \ \\\\\\\ I a SHALL MINMIZE DISRUPTIONS TO TRAIL °° d d a ACTIVITY DALERT PUBLIC Oa a ° a \ � ng -- —' Existing CONSTRUCTION ACTIVITIES Fergus a a \ Fer us Ad ition \\\ ExistiO C d a \ \ \ \ \ \ \3/8„Rebar o 0 1/2 Rebar I C d / NOTE: NATIVE RESTORATION AND MANAGEMENT OF THE STREAMSIDE PROTECTION ZONES AND PARK PROPERTY SHALL INCLUDE THE REMOVAL OF INVASIVE SPECIES AND RE-ESTABLISHMENT OF NATIVE SPECIES. A FIVE-YEAR ECOLOGICAL MANAGEMENT PLAN HAS BEEN APPROVED BY SPECIALIZED REAL ESTATE GROUP AND WILL BE IMPLEMENTED THROUGH A SEPARATE CONTRACT. - arce ft. 65-14 DO-000 Cam` r tAtFayetteville LLC I \ / \\\\\\\ \ \\ \�\\\\ \ \ o ring: CS \ \ \\ ( \ \\�\\\� \\ \ \\\\\\\ \16.52 ( \ C a a a a \ \ J\\\ \\ \ \\\\\\ \ Ex ting 1/2" Rebar EXISTING HEADWALL NOT SHOWN ON SURVEY l LOCATION APPROXIMATE TO REMAIN. a ° d \ I I \ \ \\ \ \ ti Z w S#1005Cap 1 ( ) \ \\ _ rn _ I AVMNJ a V\\\\ \ \ \\ E PROPOSED LEGEND 0 TREE TO BE REMOVED & DISPOSED • i a a • —0 TREE PROTECTION FENCE CONSTRUCTION ENTRANCE CONCRETE WASHOUT LIMITS OF DISTURBANCE STRAW WATTLE PARK PHASE BOUNDARY Mitigation Requirements Canopy Below Requirements Sq. Ft. Preservation Priority Type Forestation Base Density Acre Number of 2" Caliper Trees to be Planted 350 High Priority 200 2 0 Low Priority 100 0 Tree Preservation Calculations Square Feet Percent of site Total Site Area *Minus Right Of Way and Easements 54,187 100% Zoning Designation * Select Below with drop down arrow MSC, Main Street Center 5419 10% HHOD * Select Below with Drop Down Arrow No 0 0% Total Canopy for Minimum Preservation Requirements 5,419 Existing Tree Canopy * Minus Right of Way and Easements 54,187 100.0% Tree Canopy Preserved 511171 94.4% Tree Canopy Removed *On Site 3,016 5.6% Tree Canopy Removed *Off Site 350 Tree Canopy Removed Total 31366 6.2/ Removed Below Minimum 0 Mitigation Requirements 350 TREE PRESERVATION & EROSION CONTROL PLAN SCALE: I " = 20'-0" NORTH 0' 20' 40' 80' El D Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK I ROGERS I WYNNE TAN"OR s:. 1.31.ss < ()P AWV � Know what's below. Call before you dig. aN Q Q >M jM= D 4--J 1A EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description PHASE 100% CONSTRUCTION DOCUMENTS TITLE Tree Protection & Erosion Control Plan SHEET NO. C0010 Copyright Ecological Design Group 2024 CITY OF FAYETTEVILLE STANDARD NOTES FOR TREE AND NATURAL AREA PROTECTION I. ALL TREES SHOWN ON THIS PLAN TO BE RETAINED SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. 2. PROTECTION FENCES SHALL BE ERECTED ACCORDING TO CITY OF FAYETTEVILLE STANDARDS FOR TREE PROTECTION. 3. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. 4. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILD-UP WITH TREE DRIPLINES. 5. PROTECTIVE FENCES SHALL SURROUND THE TREES OR GROUP OF TREES AND WILL BE LOCATED AT THE DRIPLINE. FOR NATURAL AREAS PROTECTIVE FENCES SHALL FOLLOW THE LIMITS OF CONSTRUCTION IN ORDER TO PREVENT THE FOLLOWING: 5.A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT. 5.13. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6") OR ROOT TRENCHING NOT VIEWED BY CITY ARBORISTS. 5.C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT. 5.D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CONCRETE TRUCK CLEANING, AND FIRES. 6. EXCEPTIONS TO INSTALLING FENCES AT TREE DRIPLINES MAY BE PERMITTED IN THE FOLLOWING CASES: 6.A. WHERE THERE IS TO BE AN APPROVED GRADE CHANG, IMPERMEABLE PAVING SURFACED, TREE WELL, OR OTHER SUCH SITE DEVELOPMENT 6.13. WHERE PERMEABLE PAVING IS TO BE INSTALLED WITHIN A TREE'S DRIPLINE, ERECT THE FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAVING AREA (PRIOR TO SITE GRADING SO THE AREA IS GRADED SEPARATELY PRIOR TO PAVING INSTALLATION TO MINIMIZE ROOT DAMAGE. 6.C. WHERE TREES ARE CLOSE TO THE PROPOSED BUILDINGS, ERECT THE FENCE TO ALLOW 6 TO 10 FEET OF WORK SPACE. 6.D. WHERE THERE ARE SEVERE SPACE CONSTRAINTS DUE TO TRACT SIZE OR OTHER SPECIAL REQUIREMENTS. 7. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 4 FEET TO A TRUNK, PROTECT THE TRUNK WITH STRAPPED ON PLANKING TO HEIGHT OF 8 FEET (OR LIMITS OF LOWER BRANCHING) IN ADDITION TO THE REDUCED FENCING PROVIDED. 8. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED. 9. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL. BACKFILL ROOT AREAS WITH GOOD QUALITY TOPSOIL AS SOON AS POSSIBLE. IF EXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER WITH ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSS DUE TO EVAPORATION. 10. ANY TRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE. 11. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHIN THE DRIPLINE OF TREES. NO SOIL IS PERMITTED ON THE ROOT FLARE OF ANY TREE. 12. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC, AND EQUIPMENT SHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS. 13. ALL FINISHED PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THE INDUSTRY (REFERENCE THE AMERICAN NATIONAL STANDARD, ANSI-A300 PRUNING, 2008 OR LATER). A CITY CERTIFIED TREE PRUNER MUST BE RETAINED TO MAKE ALL PRUNING CUTS. A LIST OF CERTIFIED TREE PRUNERS IS AVAILABLE FROM THE URBAN FORESTER. 14. DEVIATIONS FROM THE ABOVE NOTES MAY BE CONSIDERED ORDINANCE VIOLATIONS IF THERE IS SUBSTANTIAL NON-COMPLIANCE OR IF A TREE SUSTAINS DAMAGES AS A RESULT. DRIP LINE STAKING 6' METAL 4'-0" MIN. 1'-6" MIN. 0 FINISH GRADE I I CRITICAL ROOT ZONE 1 FOOT PER 1 INCH TRUNK DIAMETER CONSTRUCTION EXIT NOTES I . REPLACE CONTAMINATED STONE AS REQUIRED TO PREVENT TRACKING OF SEDIMENT OR MUD ON PUBLIC STREETS OR TRAILS. 2. CLEAN STREETS AND TRAILS DAILY WITH BROOM AND SHOVEL. THE USE OF WATER IS PROHIBITED. 3. ALL VEHICLES MUST USE CONSTRUCTION EXIT. 10 MIL PLASTIC LINER 5' MIN 1�J 10 MIL PLASTIC LINER STAKES (TYP) SANDBAG I PLAN STRAW BALES OTHER MATERIAL 10 MIL MAY BE USED PLASTIC LINER AS APPROVED BY BINDING WIRE CITY STRAW BALES NATIVE MATERIAL (OPTIONAL) SECTION SANDBAG WOOD OR" SANDBAG METAL STAKES WASHOUT NOTES I. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED. 2. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON -SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS. 3. ON -SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES AS DETERMINED IN THE FIELD. 4. TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 5. WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL. 6. PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND WILL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS. 7. WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE WILL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF. CONSTRUCTION ENTRANCE n CONCRETE WASHOUT SOIL COMPACTION PREVENTION NOTES: 1. TECHNIQUES TO BE SPECIFIED BY URBAN FORESTRY (EXAMPLES 1 A-1 D). 1 A. 3/4" PLYWOOD TO BE USED FOR LIGHT FOOT TRAFFIC AND SINGLE VEHICLE CROSSING. 1 B. 8" MULCH TO BE USED FOR LIGHT TRAFFIC (PEDESTRIANS & LIGHT VEHICLES). 1C. 8" MULCH + GEOTEXTILE FABRIC TO BE USED FOR LIGHT TO MEDIUM TRAFFIC (PEDESTRIANS & LIGHT VEHICLES). 1 D. 8" MULCH + 3/4" PLYWOOD TO BE USED FOR REGULAR AND HEAVY TRAFFIC. 2. MAINTAIN 8" OF MULCH AT ALL TIMES. MULCH MAY NEED TO BE REPLENISHED DUE TO RAIN OR SINKING INTO THE SOIL. 3. PLYWOOD MAY BREAK DOWN DURING USE, REPLACE AS NECESSARY. SOIL COMPACTION PREVENTION DETAIL NOT TO SCALE SCALE: NTS FENCING 6' T-POST AT 8' O.C. DRIP LINE SCALE: NTS DRIP LINE i ORANGE SAFETY FENCE USE ZIP TIES TO SECURE FENCE TO T-POST Gr STAKING 6' METAL T-POST AT 8' O.C. MAX. CRITICAL ROOT ZONE 1 FOOT PER 1 INCH TRUNK DIAMETER TREE PRESERVATION FENCING INSTALLATION DETAIL NOT TO SCALE V-6" MIN, LEAVE 2 TO 3 INCHES OF STAKE STICKING UP ABOVE THE TUBE BACKFILL AND COMPACT LOOSE MATERIAL UPSTREAM OF TUBE N w Y V) FLOW� STAPLE 0 6' (MIN) STAPLES PLACED EMBEDMENT ABOUT I INCH UPSTREAM OF TUBE TUBES MAY BE INSTALLED BEFORE OR AFTER THE INSTALLATION OF ROLLED EROSION CONTROL PRODUCTS. BEFORE INSTALLATION OF TUBE, SMOOTH AND SHAPE EARTH SURFACE AND REMOVE ALL STONES, ROOTS, OR OTHER DEBRIS GREATER THAN 2 INCHES IN DIAMETER. SEDIMENT LOGS SHALL HAVE A MIN. WEIGHT PER LINEAR FOOT OF 4.5 LBS AND SHALL EXCLUDE STRAW OR SAND MEDIA. IF INSTALLING TUBE ACROSS A DITCH, THEN EXCAVATE A PLACEMENT TRENCH ABOUT 3 INCHES DEEP. SECTION I FOOT `O OVERLAP 6 TO 8 INCH WIRE STAPLES (MIN) SPACED I FOOT ON CENTER V 6-9 INCH STAKES SPACED 10 FOOT ON CENTER IN TUBES AND AT OVERLAP AND IN CHANNELS PRESS DOWNSTREAM EDGE OF PLUMPED UP TUBE ABOUT I INCH UPSTREAM AND DRIVE STAKES INTO THIS INDENTATION PLAN GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR SLOPE INSTALLATIONS SLOPE GRADIENT TUBE INTERVAL I H: IV 15 FEET 2H: IV 25 FEET 3H:IV 35 FEET 4H: IV 50 FEET EXAMPLES OF ACCEPTABLE COMMERCIALLY AVAILABLE SEDIMENT LOGS ARE: I. SILT SOCK 2. BIG RED 3. EROSION EEL GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR CHANNEL INSTALLATIONS SLOPE TUBE INTERVAL 2% 25 FEET SEDIMENT LOG MAINTENANCE AND INSTALLATION NOTES: I. SEDIMENT LOGS SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE SEDIMENT LOG. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-THIRD THE HEIGHT OF THE SEDIMENT LOG. 2. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF SEDIMENT LOG HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS. 3. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF A SEDIMENT LOG, THE CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION MEASURES OR ADDITIONAL BMPS TO PREVENT EXCESSIVE BUILDUP ON SEDIMENT LOG. 4. SEDIMENT LOG SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED (RUN OVER OR FLATTENED). SEDIMENT LOG 0 'CRITICAL ROOT ZONE' 1 FOOT PER 1 INCH MUNK DIAMETER, ROOT PRUNING DETAIL Oo - `ROO T SCALE: NTS NOT TO SCALE E D Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK ROGERS WYNNE TAN 7ER j Know what's below. Call before you dig. aN Ln Q Q >M H O EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description PHASE 100% CONSTRUCTION DOCUMENTS TITLE Tree Protection & Erosion Control Details Copyright Ecological Design Group 2024 SHEET NO. C 0.11 -- O D D p ° 204.4' O Ex. Grate Inlet Rim = 1245.89 I / V Inv = 1243.08 I // 1 " GQj h LV Ex. 50' sement 1 Book 8, Page 37 --- ---- CB: N77 33'01 "E (R) 248.68 Rim P Ex. J ction Box I ICD. 72.56' (R) a • �2 1 Inv - 1 41.49 = } ° ° R. 402.47 (R) � L: 72.66' (R) a d ° <` SOUTHYARD PHASE Z o I �` = POB, Farmers Co perative d FL 1 40.78n ' ° POP, Overall I I O EXISTING BRIDGE TO , °3 ° REMAIN (PROTECT ` o 1 .9 ( AND MAINTAIN). POC, BEAM SUPPORT POB, Claim Deed A Q Claim Dee WORK TO REMAIN • `\ ° O SW Corner Are +884 Ft. PROPERTY OF D° o SW 1/4, SE 1/4 - SPECIALIZED REAL 516, T16N, R30W ° ESTATE GROUP. - I ° dd CONTRACTOR SHALL PROVIDE D ° d 8'SS SHOP DRAWINGS P08, Claim Deed e d d FOR BRIDGE S II Tsa La Gl Trail ° CLOSURE (TYP.) Ex. 9' 12 55 d d d aQ a Bridge Old frai V d i�) N a ° Parcel #: 765-14937-000 �O - Barnes Family Trust 1 Zoning: I-1 Z ~ �d �° d FUTURE WATER x FOUNTAIN TO BE INSTALLED WITH SOUTHYARD d 1 SOUTHYARD PHASE III PHASE 3 i d ° (NIC) , PAVILION FFE1248.27 \ Deed Overlap BOULDERS IN STREAM REQUIRE ` a d A SEPARATE CORPS PERMIT. CONTRACTOR SHALL \ Quit Claim De d Area 8 COORDINATE WITH OWNER. \ � o�°° +4, 031 Sq. w S814536" a TURNDOWN 2 20.08' R SIDEWALK C00 ° CONC. ABUTMENT 10 4. 'E. a W/ CHEEK WALL O to nce� a• ` Ex. 5" Wood Pos / d Control Panel b 1 CONCRETE - ---- ---- 00 C3.00 SIDEWALK NATURAL �Electric ° d a d d STONE d C3.00 WOOD DECK A ° STEPS (TYP.) 10 i 0) W/ 2 WOOD 199 \ ` C3.00 RISERS (290 SF) a a / ` 12" RIBBON 5 \ x a ` CURB UNDER DECK �.o \ 9 3 BIKE RACK \ C3.00 (TYP.) d a 6" RIBBON 3 CURB C3.00 a (TYP.) 7 DECOMPOSED l DECOMPOSED 7 C3.00 GRANITE a 4 GRANITE C3.00 x N a 4 CONCRETE CHEEK CONC. I G C3.00 WALL (TYP.) d d ABUTMENT C3.01 WOOD BOARDWALK B I C3.00 EXPANSION JOINT ° ° a d a (380 SF) 6 LIREA @ EXISTING LIGHT (TYP.) C3.01 WOOD 18" SEAT 1 SIDEWALK R WALL (62 SF) C3.01 CONNECTION (TYP.) x \ D\ o Ex. Easement Book 899, Page 37 FFE=1249.12 o ° Basement � D Ex. Budding OO 7` Dd O \ ° o � DS FFE=1259.41 o zi ° D° o S o < o ° a s - i o Q Sp a a a Ferguson Addition \ - o a Farmers Cooperti�tive o \T a I a Zoning: MSC a SUP a O ° II a a a *4411 I a �I SS nhole R' 1254 a a a b v = 33W ° a aI a 1` �o � O u O \ SOUTHYARD PHASE 3 LIGHTING SCHEDULE FINISH / KEY DESCRIPTION MANUFACTURER MODEL COLOR 190-9008; RECESSED 3"XI I" WIDE STEPLIGHT LI AREA LIGHT LUMCA W/ CONCEALED LIGHT SOURCE, 1701-M, TBD 3000K LIO-S-SM-A-05-01-18LED03 20W-(VOLTAGE)-L3-30KC80-SB-LV-S B/PM4-C F80-24-SB+AP04-12-W B24-2-SB-ANCHOR L2 STEP LIGHT WE-EF BOLTS TBD CONTEMPORARY LANTERN AREA LIGHT WITH 24" ARM ON 12' POLE WITH TAPERED BASE, 2000LM,3000K LIGHTING SCHEDULE NOTES: 1. REFER TO PLANS FOR LOCATION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATION TO BE APPROVED BY LANDSCAPE ARCHITECT. SUBMIT CUTSHEET FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. REFER TO LIGHTING DESIGN BY SESCO FOR DETAILS AND FULL LIGHTING SCHEDULE. E I D I G Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK I ROGERS I WYNNE T,'lNNER \�A AR /'� 0 0 o O � / Ea nt ook age 37 a Know what's below. n Call before you dig. O Ja d \ a \ i n \\ :. O \\ O \ \ O . O O � O o00 \ d O �\ �O Parcel 765 05523 00 SOUTHYARD PHASE 2 'v ' 765-05523-000 765-05522-000 � 765-05509-000 J 76-05507-000 EXISTING RIPARIAN `+ _2 6,NS Sq. Ft. ,O ZONE 2 - 50' EES TR(TYPc :.) 6 41 ACrc < _ �1� < MANAGEMENT �- ZONE ° d da INTERACTIVE ART • a BY OWNER / f 7 10 STEP o� 4.9 E. a TURNDOWN RIBBON 4 L2 i / LIGHT ITYP.) to Fence l o CURB (TYP.) C3.00 T �� - ment CONTRACTION e 3 C3.00 (TYP.) d " J (TYP.) STEEL HANDRAIL !� 9 3 BIKE RACK l �, TYP. ) JOINT1 �TO r Existin C3.01 (TYP.) ZONE I - 25 O 112 Rebar z d � �MANAGEMENT Fgq \ �_ d - \ CONCRETE d ° ZONE �� EXPANSION SIDEWALK ° �� C3.00 x JOINT (TYP.) J` I BUILT-IN WOOD C3.01 BENCHES (TYP.) / I WOOD DECK B C3.01 (222 SF) ° O Fi off/ ♦ ♦ \ / ` ` STiQ q<IIV46�SOUTHYARD PHASE 1 OF TA �r d `1` O P a ��� j B d ° o "Existing 1/2"Re ar �� a ♦ ` ,� ^dam w/ PS #1005 Ca F I a a�Tro,4, a ° PROPERTY LINE (TYP.) ` ZONE I - 25' c I ov.:: �O ELECTRIC SERVICE LINE (TYP.) d PARK PHASE ♦ ♦ WATERSIDE I N COORDINATE WITH CITY OF a BOUNDARY . ` ZONE Existing FAYETTEVILLE ELECTRIC d (TYP) \ 1/2"Rebar & UTILITY DEPARTMENT ` \ 3 , ♦.,.,. EXISTING RAZORBACK a GREENWAY w4�9a` i \ d C8: N72°511" (S) ° d ♦ ZONE 2-50 `- � MANAGEMENT I d. R: 1146.28 (S� rt `�L:16.57(S) °< ZONE d °O . -- ° ear d ° d d d �-' Exis ting d Existing 3/8 "Rebar ° a ° d a ° Fergus/2"Reba i Addition \ d d ° arcel #: ��65-14900-000 O a4 Cam` r t At Fayetteville LLC _ = ning: CS ` 73°3333" f ° a 16.52' ( : Ex ng 1- "Rebar Id d ° Z w S #1005 .Cap a � ti O �\ T 1_ w/ PS #10 a O� aUn Ln Q Q >M D 4-j O LL EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description SITE PLAN PHASE 100% CONSTRUCTION 40' 80' DOCUMENTS TITLE SITE PLAN NORTH 0' 20' SHEET NO. C 1.00 Copyright Ecological Design Group 2024 IZA I o O Ex. Easement t Book 899, Page 37 - o I D o D ° FFE=1249.12 0 ° D D� \ I 204.4' ° Basement Q 0 Ex. Grate Inlet } D ° D �' 00 Rim = 1245.89 Ex. Budding Dd O Inv 1243.08 J � S 0 �' Ex.50' sement 5 Book 8 ,Page 37 ` D o < ° a o ° . �� o ° CB: 3'01 „E (R/ • Q Ex. J ction Box N77 3 ICD: 72.56' (R) ,--1 / ° Inv - 1 41.49 ---- ° a ° 1 Rim = 248.68 a �D \ - R: 402.4T (R) ` �a ' L: 72.66' (R) � O � a a Ferguson Addition � _ a � a SOUTHYARD PHASE 2 ° O o a Farmers Cooperative \T I' I a Zoning. MSC ` ° 1 40.78 ° UP a O a POB, Farmers Co perative n PO�, Overall ° ` I a a a a °3 O a I POC, 1 9( -- O JOB\ ° D i p o I a ' \I POB, Claim Deed A Q Claim Dee — ` a ° S O SS Whole ° SW Corner ° a Are ° D S D R' 125 7 a a — o D° II a +884 . Ft. D � ---- � � b v = 3� a � �� � � a ° 4 SW 1/4, SE 1/4 � ` D a � 516, T16N, R30W I° a a° 12'SS> 0 8 "SS ° ° D POB Claim Deed B \ ° \ O I 5 55 Tsa La Gi Trail a 12 \ / grid$e O a a OldLQ 41*1 � \ } u' ^ 1° V / SOUTHYARD PHASE 3 Parcel #. 765-14937-000 �O O Barnes Family Trust Zoning: l 1 N a y Ea i4en t x h a ook age 37 a o ° j SOUTHYARD m° a L I i PHASE 3 a PAVILION O Deed OOverlap` a � � FFE1248.27 O d ° Quit Claim De d Area 8 a a . o ° ° O O S814536" 4. E. Oo ::. to nce�a 11'-6" - a. Ex. 5 Wood Pos ° Electric Control Panel b 00 Oo O a a °�° ::....:::. O.: 6 (TYP.). ° ;:.. 2'-6° 22 -0 (TYP.) Parcels ° 765-05523-00 9'-2" ` SOUTHYARD PHASE 2 '� as 765-05523-000 ° . 765-05522-000 ° 62 -6 ., _ ; \ q x ° 14'- l o" ;' ; : 765-05509-000 J O g'-0" a m node � . 76-05507-000 ' i TYP. ea ( ) 2 6, Sq. Ft. ,O c ZONE 2 - 50' 31'-10" a a a - ° 6 47AcrFMANAGEMENT ZONE a I 0 22'-2" 40 - 16-6 2'-8" o tb)- O t54'-2"51-011 � o Fence I o - • � � O O O O U — W ° semen I � � TYP. 41- 10" e ° / a TOp Existing O O O O o �� a 1'-6" ZONE I - 25' OF 1/2" Rebar z a MANAGEMENT 21 -5 B,q 6'-0" 3 -0" ZONE �� x ° ° �6. (TYP.) 14'-3" --- " 5'-2" ♦ �� (TYP.) ^ — Jam/ ♦ ` • ` ` cF�r *44111 o a off/ ♦ ♦ ` STRF���/F Y` SOUTHYARD PHASE 1 ° ° ° a a d ° ♦ ♦ %`O� ry ° ° ° ,1o � �' ` `� Existing 1/z F�7 ♦ ♦ ` �i� �.d� ` w/ PS #1005 4 ° ZONE 1 - 25' WATERSIDE I N a ♦ ♦ ` ` ZONE Existing a a ° 1/2"Rebar a CB: 8/R/ ♦ ` • I N72 °511 " (S) g CD: 16.57�ia ° ♦ Oa SR: 1 (X MANAGEMENT L: 16.57 (S) - ° ZONE , e ar, ° ° a 4 ° ` . ? Existing a ` Existing 3/8"Rebar a ° d a Fergusi Addition /2"Rebar a a a ° arcel #. 5-14900-000 Cam` r t At Fayetteville LLC _ = ning: CS 73°3333" / 1 16.52' ( J O � a Q � Ex rag 1— _ / "Rebar ° ` o w S #1005.Cap a Nj � NI'-,, ° ad d \ 0 ° 44 a ` m E `. w/ PS #1 a El D Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK I ROGERS I WYNNE TaINNER lC s:� 1.31.ss Know what's below. Call before you dig. aN a Q Q H D 4--J O 1A EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description SITE LAYOUT PLAN PHASE 100% CONSTRUCTION 40' 80' DOCUMENTS TITLE Site Layout Plan NORTH 0' 20' SHEET NO. C • O Copyright Ecological Design Group 2024 Ex. Easement D • \\ 1\ � O I D .. � \ \ II Book 899, Page 37 \\\ \ v o o PROPOSED LEGEND v E D ------- ---- - \ O \ ° 204.4' Ecological D Basement / g g p Ical Design Group D \\\ PROPOSED I FT. CONTOUR ELEVATION w w w e c o ca com ° 131I \\\\ \ I \ Ex. Grate Inlet ::.f Ex. Building O \ O � h o n e: 5 0 1 3 7 8 0 2 0 0 I o g i I d g. Rim = 1245.89 ' 1315 PROPOSED 5 FT. CONTOUR ELEVATION p \\ \ 0 \\ ,1 \\ \ ��_ \\ \ Inv = 1243.08 I I D ' fD `:;:::: D \`�\ \\• � � � \ / ° 44 ° � ? :.. °D \ � \ \ S LITTLE ROCK � ROGERS � WYNNE S r/ \ D \ D XXXX.XX SPOT ELEVATIONS o 'SC 'IP FFE=1259.41 \ o ° o D e ° 5 D ABBREVIATIONS: . \\\ \\• a I ` / ° D SD \ ° \ o / ° FIG - FINISH GRADE TA. / D h/ / \ o \ ° TS/BS - TOP OF STAIR / BOTTOM OF STAIR *may Ex.50'semen \ \\ \ \ D ° O o / S '� o , ° \,� \ TW/BW TOP OF WALL /BOTTOM OF WALL 1 Book 8 ,Page 3 1\ \ ` a o a lC I CB: N7733'01 "E (R) 0 `CO. 72.56' R ° I 8. \ ` \ -- - ` o So f • • v \ A 402.4T (R) � a I III III � � I � '� / � "\ � g � -L �A R�� ( I III �I ` O; SOUTHYARD PHASE 2 a 'rmerso dditioVe \ \\ 72.66 (R) d Id I I\ III I O o f a / O - �� FL=1 40.781 IIIII O\� �� a' POB, Farmers Co perative d a III I III \U �, a PO Overall Overall \ I I I I i II I I \ O O o a a s I 03 i - 1 .9IIII �I III I \ V I I II I I � � 00� POC, � I O L - IIII � POB, Claim Deed A Q' Claim Dee I I III D 5 ' O 1 SS��hale / � a ° II � a SW Corner I I o °D h1 D° O R 1253 7 / a% SW 1/4, SE 1/4 � ° +884 . Ft III IIII I I I I III VA \ I LI a S16, T16N, R30W- ( Qd I I I I I I I I I I II \ \\ \ 1 ,F�Q� D y o L � nss> POB Claim Deed e ' a Exe 2 $S Tsa La Gi Trail 1 - - ✓ _ - / ; (\III III \ \ Tral �\ g� � \ \ \\ \ \ � \ �� \� \ � o ° I old \ O d 0 g� LLJ �� - • a IIII IIII vv vvv v `\Ov ,�' � ������ � ��, � V / Parcel #: 765-14937-000SOUTHYARD PHASE 3 Barnes Family Trust Zoning: l-1 Z �� \d a 1251 I \I I I \1 \ \ \ \\ \ \ j\ a It Ea nt x \ I I \ \ \� \ \A / v v Know what's below. o d I I \ \ \ \ \ \ \ \ \ SOUTHYARD ook age 37 d Call before you dig. y \ \ \ \ O PHASE 3 a Q PAVILION Deed Overlap ° I (�, \ \ \ \ �O. FFE 1248.27 a a a Quit Claim e d l ,a Area B +4, 031 Sq. Ft. S814536" ° ° d aQi ° ° o ° 20.08 R \ o O ... •w TW 1249.66 BW 1248.25 MATCH EXISTING d \ TOP OF DECK- - 1249.44 2 d I 1249. 5 \\ \ \ a• ry \ \ \ Ex S�WoIQd s MATCH EXISTING , \ 1248.10 " \ I \\\ \F�ectricCont'rol Pan' - _ 1249.22 ------ -- \ �\ I I \ \ \ \ \ 1 Grp TW 1249.66 a \ \ \ I \� \ \ \ \ \ \ \\ \ \ \ BW 1249.25 °d \ • \\ \ \ \O \ O ` \ I V 99 o MATCH EXISTING 249.01 x d ° ° ° I 2 STEPS W/ \ \ \ \\ \ \ \ \ _ \ 4.68 RISE \ \ \ \ TW 1249.66 a °d 1248.47 �,0 TS I249.25 I \ \ �\ \\\ \ \ \ - \ arcel BW 1249.00 1248.1 I BS 1248.47 \ \ \ \ \ \ \ STEP WALL 7.2" / \ v \ O� �O 23-0C' MATCH 1248.17 \E. SOUTHYARD PHASE - EXISTING I 11248.22 ��" / ( ) 1 V A . \ \VAA \ \ \V �� d vi -1248.55 ; TW 1249.06 \ \ (� ( �\ \ \ \ \\ \\ \ O \ �``!. - ,c V� BW 1248.56 y �n 1248.00 ea \ / / \ \ \\ \ \ \ \ . A MATCH a l I I • 0� as \ o ;i TOP OF \ a d v O EXISTING A _ ° d �1248 - \ BOARDWALK A V vA \ V A v A EM 1248.34 v v \ MATCH EXISTING I a s d w ( 1244.00 d 1247.83 ix \ e 1247.87 1248.11 I� I TW 1249.06 1247.82 TW 1247.73 _ �� 1 \ \ \ • \ \ \\ �\ O \ ~�•�\\ \ BW 1248.06 BW 1246.56 4.9' E. � I I 1247.92 ue \\ \ \ \ \ \ \ \ \ o o TW 1248.43 to Fence I Qo \ \ \ /� BW 1248.06 p�b �'L��' ° MATCH i 1 `�� �ti I Bement h \ \ \ vv o o EXISTING h d/ / / SLOPE BOARDWALK e 3 / I247.08 ) -1247.26 I1241 2 RISERS W/ 18 RISER \ ZONE 1 - 25 I / o AT 4.8/ + �� TS 1244.00 \ \ \ \ MANAGEMENT \ \ \ O F49 1246.98 BS 1241.00 \ \ ZONE -- •- MATCH \ \ TOP OF DECK \ \ \ \ EXSITING \ 1246.66 • J` \ 1244.00 -1246.75 \ l d d }J \ _kQ \ o a PROPERTY LINE (TYP.) a�TRF,gMFOF \\\\\ \ SOUTHYARD PHASE 1 d ` \ d ° Existing Zip \\ w/PS#Zoos ° O.Trd�/' ZONE 1 - 25' \ h \ \ \\\\ \\ \ on,:" _ � EDG PROJECT NO. 21-070 Z4q \ ) \ _ - WATERSIDE \ \ \\ \ / FR/Sco a /Z4S \ �\ \ ZONE \ I \ \ \\\\ \ \ Existing / DATE 2025.01.31 A) � \ / ` O ` / \ \ 1/2" Rebar ° 'W/4 d°\\ REVISIONS / \ \ \ \ \ \\ \ \ �4Z986 \\\ \ \\ ■ CB: N72'61" (S) Mark Date Description a a \ `\ ZONE2-50' i \ \ \ \\\\ \ CD:1� 7'O \ ✓ \ \ \� MANAGEMENT \ \ \ \ \ \\ \ \ L: 16.576.(8 (S� 41 db \\/\\ \\ ZONE 16.57(S) GRADING & DRAINAGE PLAN d d d ° v d d °Q d �.... ` ° a _ /� .� F� �� ` \\ \ \ \ g - - Existing ° \ \ \ \ \\ Existing 3/8" Rebar SCALE: I " = 20'-0° ° a \ Fergus�A%tion \ *3,0 � f \\ \ \\\ /2 Rebar PHASE 100% CONSTRUCTION d a ° ° arcel#•-100-000 1 \ DOCUMENTS 5 r tAtFay�-tevilleLLC I V A VAVA\ \ \ \\\ o I` 40 80 _ ning: CS \ \ ( \ \ \\\\� \ \\ \\\ 3°33'33' f _ \ \16.52'( Ex ing1 "Rebar TITLE Grading& Drainage ° ° l d \ \ I J \ \ \ \ \\\\\\\ \ Z oc 4innPlan \ \ I \ \ \\ \\ \ rn �\ NORTH 0' 20' a V I VAV VA A m SHEET NO. C3*00 w/ PS #1 a Copyright Ecological Design Group 2024 REF. PLAN SLOPE: 2% MAX i \j\ MED. BROOM 4" MIN. CONCRETE FINISH (3,500 PSI) SUBGRADE COMPACTED TO 95% MAXIMUM STANDARD PROCTOR DENSITY 3" CLASS 7 AGGREGATE BASE COMPACT TO 98% OF MAXIMUM STANDARD PROCTOR DENSITY 6"x6" W2.9xW2.9 WELDED WIRE FLAT SHEETS OR #3 BARS @ 18" O.C. EACH WAY, CENTERED TYPICAL SIDEWALK DETAIL 111 1/4" 1/8" 1/2" R= I /8" V ° ° ° SMOOTH _ ° ° ° o o DOWEL BAR a I" X 18" @ 12" O.C. CONTRACTION JOINT PREMOLDED EXPANSION JOINT NOTES: EXPANSION JOINT FILLER I . PROVIDE TRANSVERSE CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 5'-0" ON CENTER OR AS SHOWN ON PLAN. PROVIDE CENTERLINE CONTRACTION JOINTS IN SIDEWALKS WIDER THAN 8'-0". SPACING OF CENTERLINE CONTRACTION JOINTS SHALL NOT EXCEED 6'-0" OR AS SHOWN ON PLAN. REF. PLAN FOR JOINT LAYOUT. 2. PROVIDE EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 40'-0" ON CENTER OR NEXT TO STRUCTURES OR DRIVES. REF. PLAN FOR JOINT LAYOUT. SIDEWALK JOINT DETAIL CONCRETE SIDEWALK &JOINT DETAILS MATCH - PAVEMENT CROSS SLOPE 0'-3" Q TWO (2) #4 CONTINUOUS STEEL FINISH GRADE - 0'_g" � III 0. 6 -6 6" CLASS 7 BASE COMPACTED TO 95% OF MAX. MODIFIED PROCTOR DENSITY 12" RIBBON CURB SCALE: N.T.S. LAF'AN51UN JUIN I W/ 1/2" SNAP CAP EXP. JOINT TYP. CONC. SIDEWALK AND SEALANT (ANY JOINT REF. SEPARATE DETAIL OVER z" WIDTH SHALL BE REMOVED AND ALL ADJOINING CONCRETE SHALL BE RE -POURED �00o0o0oU 0 A" >0000 OoOo� � I _III I I I - i I (EXISTING SIDEWALK STEEL DOWEL 0'-6" 1/2" X 12" W/ COMPACTED SLEEVE SUBGRADE AT 24" O.C. EXPANSION JOINT AT �JJ SCALE: N.T.S. �J EXISTING S I D EWA L K TYP. CONC. SIDEWALK NOTE: THESE DETAILS ARE SHOWN REF. SEPARATE DETAIL FOR DESIGN INTENT ONLY. TURNDOWN SIDEWALK 2X6 CYPRESS FASCIA CONTRACTOR SHALL SUBMIT SHOP REF. SEPARATE DETAIL (TYP.) DRAWINGS FOR APPROVAL. I'A" ------------------------------------------- (TYP.) A A, 100 N. 6'-8" (TYP.) 4X4 WOOD POST IN 12" DIA. CONC. FOOTING BLOCK (TYP.) SECTION A -A' REF. THIS SHEET zn CONC. ABUTMENT AT GRADE REF. DETAIL THIS SHEET - BIKE RACK REF. SEPARATE DETAIL 0 CONC. ABUTMENT — W/ CHEEK WALL (TYP.) REF. DETAIL THIS SHEET zn Q WOOD DECK A T-5" I' -I" (TYP.) 2X6 TREATED STRINGER (TYP.) FRAMING PLAN on L 2X6 TREATED JOIST (TYP.) (2)2X6 TREATED BEAMS (TYP.) 7 DECOMPOSED GRANITE. REF SEPARATE DETAIL SECTION B-B' REF. THIS SHEET TURNDOWN. SMOOTH FINISH ON ALL EXPOSED FACES W/ 1/2'' CHAMFER 343 REBAR TYPICAL CONC. SIDEWALK. REF. SEPARATE DETAIL FINISH GRADE HEIGHT — VARIES REF. PLANS 3" MAX 30" ° 0'-8" ( YP.) I 3" CLASS 7 AGGREGATE BASE 0'-4" O COMPACTED TO 95% OF MAX STANDARD PROCTOR DENSITY COMPACTED SUBGRADE TURNDOWN SIDEWALK SCALE: N.T.S. 6" DEPTH OF 1/4'' ADJACENT MATERIAL DECOMPOSED GRANITE VARIES. REF. PLANS COMPACTED TO 8" DEPTH W/ FINES & BINDER. SUBMIT FOR APPROVAL 4 NON WOVEN GEOTEXTILE FABRIC COMPACTED MIN. 3" DEPTH SUBGRADE COMPACTED #57 STONE DECOMPOSED GRANITE SCALE: N.T.S. J ATTACH STRINGER TO CONC. RIBBON CURB W/ GALVANIZED ANGLE IRON 2X6 CYPRESS DECKING W/ 1/8" MAX. GAPS. ATTACH TO JOIST BARK SIDE UP W/ APPROPRIATE STAINLESS STEEL DECK SCREWS. REF. C 1.00 FOR DECKING LAYOUT(TYP.) SCALE: N.T.S. MATCH PAVEMENT CROSS SLOPE I/4" CHAMFER 0'-6" MIN. ol(BOTH SIDES) REF. PLANS FINISH GRADE da° 12" DEEP CONC. -0 I RIBBON CURB W/ -4 a - 2-CONTINUOUS #4 BARS SPACED 6" APART VERTICALLY o & #3 VERT. TIES @ 24" O.C. NOTE: PROVIDE EXPANSION 114 0'A" JOINTS AT 40' MIN. O.C. & CONTROL COMPACTED CLASS 7 JOINTS MIN. 10' O.C. BASE PER VEHICULAR REF. PLANS PAVEMENT DETAILS 6" RIBBON CURB EXISTING STREAMSIDE SLOPE 2 TON NATIVE BOULDERS WITH A LOW- CENTER OF GRAVITY (THIN 1.2 FT MAX AND WIDE). BOULDERS TO BE SELECTED BY OWNER / LANDSCAPE ARCHITECT. FINAL LAYOUT TO BE APPROVED BY OWNER / LANDSCAPE ARCHITECT 2X6 TREATED REF. PLANS JOIST @ 16" MAX O.C. REF. PLANS 2X6 TREATED BEAM (BEYOND) SCALE: N.T.S. NOTE: BOULDER INTENT IS TO CREATE IN -STREAM HABITAT AND PROVIDE A LOW -FLOW CREEK CROSSING ALTERNATIVE NATURAL STONE STEPS All O a' DECOMPOSED 0 - I I GRANITE REF. O� O SEPARATE DETAIL COMPACTED 12" RIBBON CURB SUBGRADE REF. SEPARATE DETAIL 4X4 WOOD POST TREATED 2X6 STRINGER IN 12" DIA. CONCRETE ATTACH STRINGER TO JOIST / FOOTING BLOCK @ T-0" O.C. BEAMS W/ APPROPRIATE MAX. REF. PLANS CONNECTOR CHEEK WALL HEIGHT VARIES. 4 X 6 TIMBER SLEEPER IN MORTAR REF. GRADING PLAN BED. SECURE W/ 3/4" STAINLESS STEEL J BOLT @ 12" O.C. (TYP.) 2X6 TREATED TYP. CONC. SIDEWALK 0'-6" HEIGHT VARIES. JOIST @ 16" MAX REF. SEPARATE DETAIL REF. GRADING O.C. REF. PLANS (2) 2X6 TREATED BEAM PLAN @ T MAX O.C. REF. PLANS I� 1 SCALE: N.T.S. E I D HEIGHT DECOMPOSED VARIES. REF. PLANS GRANITE REF. FINISH GRADE MAX. 30" SEPARATE Ecological Design Group 0'-6" DETAIL w w w. e c o I o g i c a I d g. c o m (TYP.) phone: 501 378 0200 LITTLE ROCK I ROGERS WYNNE V a ,t)SC,� P O I-0" � I7O 4. TWNER - EE. MIN. J I� RIBBON CURB. COMPACTED REF. SEPARATE DETAIL SUBGRADE (TYP.) TURNDOWN RIBBON CURB / CONC. CHEEK WALL SCALE: N.T.S. I TYP. CONC. 4'-0" SIDEWALK TUBE STEEL I REF. SEPARATE BIKE RACK 3' DETAIL MODEL # EDGETYRE STEI10 BY MMCITE. INSTALL PER MANUFACTURER'S 3'-4" Mil RECOMMENDATIONS I 12X12 REINFORCED CONCRETE FOOTING AND ANCHOR. COMPACTED SUBGRADE INSTALL PER MANUFACTURER'S RECOMMENDATIONS BIKE RACK - - 01 - i a 3500 PSI CONCRETE ABUTMENT W/ #4 STEEL REINFORCEMENT 4X4 WOOD POST 0 @ 12" O.C. IN 12" DIA. CONCRETE a I - a FOOTING BLOCK @ T-0" O.C. 2X6 CYPRESS DECKING W/ 1/8" MAX. MAX. REF. PLANS -I GAPS. ATTACH TO JOIST BARK SIDE UP - W/ APPROPRIATE STAINLESS STEEL - DECK SCREWS. REF. C 1.00 FOR DECKING LAYOUT SECTION A -A' III III III III 2 X 6 CYPRESS FASCIA. ATTACHED TO POSTS W/ APPROPRIATE o CONNECTOR (TYP.) COMPACTED SUBGRADE VARIES. REF. GRADING PLAN MAX 30" SCALE: N.T.S. SCALE: N.T.S. Know what's below. Call before you dig. aN a Q Q jm= D 4--J 1A EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description PHASE 100% CONSTRUCTION DOCUMENTS TITLE Site Details SHEET NO. C3e00 Copyright Ecological Design Group 2024 DECOMPOSED 0'-6" GRANITE. REF 0'-6" SEPARATE DETAIL 0 L CONC. ABUTMENT REF. SECTION B-B' THIS SHEET REF. SECTION B-B' THIS SHEET 8'-0" (TYP.) Q I' 3" 2X6 CYPRESS FASCIA (TYP.) STEEL HANDRAIL REF. DETAIL THIS SHEET (TYP.) 4X4 WOOD POST IN 12" DIA. CONC. FOOTING BLOCK (TYP.) 4'-5" #W / 6'-0" 2X6 CYPRESS FASCIA (2)2X6 (TYP.) TREATED I-2 BEAMS (TYP.) I'-3" 2X6 TREATED (TYP.) \ JOIST (TYP.) 12" DIA. X 3' DEEP CONC. PIER 6'-0" W/ 4 #4 VERTICAL TYP. REF. SECTION A -A' W/ #3 TIES @ 12" O.C. (TYP.) THIS SHEET NOTE: REF. C 1.00 SITE PLANS T-8" 5'-9" FOR CYPRESS DECKING LAYOUT NOTE: THESE DETAILS ARE SHOWN FOR DESIGN INTENT ONLY. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. 6-2" FRAMING PLAN 2X6 TREATED JOIST (TYP.) 1� DOUBLE SIDED CEDAR IX4 FRAME 1/4" X 2.5" GROOVE 2X6 CYPRESS 2X6 CYPRESS TOP RAIL 3X3MO. 1350 DIA. TOP RAIL 4X4M 0.1350 DIA. HOT DIPPED 4X4 CYPRESS POST WELDED WIRE MESH DOUBLE SIDED GALV. WELDMESH WIRE PANELING (TYP.) 8' O.C. DOUBLE SIDED CYPRESS I X4 CYPRESS FRAME FROM MCNICHOUS FABRICATION I X4 FRAME (TYP.) OR APPROVED EQUAL (TYP.) T-6" 3X3MO. 1350 DIA. HOT DIPPED GALV. WELDED WIRE MESH FROM MCNICHOLS vi 4X4 CYPRESS POST ATTACHED TO FASCIA 2 X 6 CYPRESS FASCIA. ATTACHED PRE -DRILL AND TO POSTS W/ APPROPRIATE SECURE FRAME CONNECTOR (TYP.) TO POST W/ LAG 3'-6" BOLTS. COUNTER SINK LAG BOLTS 717— ICI (TYP.) II I I I IIIII�IIIIIIIIIIIIIIIIIIIIIIIIIII, II - III�III II III 'I I I Ill�li' I I L HANDRAIL ELEVATION HANDRAIL SECTION DECOMPOSED T_6" GRANITE. REF. SEPARATE DETAIL -6 (2) 2X6 TREATED BEAMS (BEYOND) ATTACH JOISTS TO BEAMS WITH JOIST HANGERS (TYP.) I i I I SLOPE DECKING AND SUBSTRUCTURE. REF. GRADING & DRAINAGE PLAN WOOD HANDRAIL REF. SEPARATE DETAIL. STEP HANDRAIL TO MAINTAIN 42" OF HEIGHT GAPS B/W TOP OF DECKING & BOTTOM RAIL SHALL BE NO MORE THANO'A" pLJ O o�J p�J t — o -011 a a I i GALVANIZED SIMPSON CBEd POST BASE W/ 2-5/8" GALV. THRU BOLTS (BEYOND) - 3500 PSI 12" DIA. X T DEEP CONC. PIER — TREATED CONCRETE W/ 4 #4 VERTICAL TYP. I JOIST @ 16" ABUTMENT W/ #3 TIES @ 12" O.C. I I W/ #4 STEEL ( BEYOND ) I I MAX O.C. REINFORCEMENT 4 X 6 TIMBER SLEEPER I I REF. PLANS IN MORTAR I (TYP.) @ 12" O.C. BED. SECURE W/ 3/4" j I STAINLESS STEEL / J BOLT @ 12" O.C. (TYP.) WOOD BOARDWALK & DECK B T- 0'-2" 6" WOOD HANDRAIL REF. SEPARATE DETAIL REF. SECTION D-D' O THIS SHEET 4X4 WOOD POST (TYP.) 6'-0" REF. SECTION C-C' THIS SHEET 2X6 CYPRESS FASCIA (TYP.) 2X4 CYPRESS DECKING W/ 1/8" MAX. GAPS. ATTACH TO BENCH SUPPORTS BARK SIDE UP W/ APPROPRIATE STAINLESS STEEL DECK SCREWS. REF. C1.00 FOR DECKING LAYOUT (TYP.) 1'-6" I'_4" 2X6 CYPRESS DECKING W/ — 1 /8" MAX. GAPS. ATTACH TO JOIST BARK SIDE UP W/ SOO APPROPRIATE STAINLESS STEEL DECK SCREWS. REF. o C1.00 FOR DECKING LAYOUT (TYP.) 2X4 CYPRESS BENCH SUPPORTS @36" O.C. HEIGHT VARIES REF. GRADING PLAN 2 X 6 CYPRESS FASCIA. ATTACHED TO POSTS W/ APPROPRIATE CONNECTOR (TYP.) 2X6 (2) 2X6 TREATED TREATED BEAMS (BEYOND) 4X4 WOOD POST JOIST @ 16" ATTACH JOISTS TO (BEYOND) (TYP.) MAX O.C. BEAMS WITH JOIST REF. PLANS HANGERS (TYP.) 0 _ i � III III III III III III III III III III I I I GALVANIZED SIMPSON CB66 - I - POST BASE W/ 2-5/8" - GALV. THRU BOLTS (BEYOND) 12" DIA. X 3' DEEP CONC. PIER I _ W/ 4 #4 VERTICAL TYP. j �1 W/ #3 TIES @ 12" O.C. L = (BEYOND) SECTION C-C' 6'-3" 0'-6" 5'-4" 4'-6" (2)2X6 TREATED BEAMS (TYP.) 2X4 CYPRESS — FASCIA ATTACHED TO POST / BEAMS W/ APPROPRIATE CONNECTOR (TYP.) 6-2" T-7" t 5'-7" — 2X4 CYPRESS DECKING W/ 1/8" MAX. GAPS. ATTACH TO BEAMS BARK SIDE UP W/ APPROPRIATE STAINLESS STEEL DECK SCREWS. REF. C1.00 FOR DECKING LAYOUT (TYP.) (2) 2X 10 —J TREATED 1'-6" LEDGERS (TYP.) I I I � I j I I I 4X4 WOOD POST j IN 12" DIA. CONCRETE I I FOOTING BLOCK @ /�—") --� T-O" O.C. MAX. REF. PLANS (BEYOND) 2X6 CYPRESS DECKING W/ 1/8" MAX. GAPS. ATTACH TO JOIST BARK SIDE UP W/ APPROPRIATE STAINLESS STEEL DECK SCREWS. REF. C 1.00 FOR DECKING LAYOUT (TYP.) (2) 2X6 TREATED oo BEAMS (BEYOND) ATTACH JOISTS TO BEAMS WITH JOIST WOOD HANGERS (TYP.) HANDRAIL REF. SEPARATE 5'-0" DETAIL (TYP.) HEIGHT VARIES 2 X 6 CYPRESS REF. GRADING PLAN 4X4 WOOD POST FASCIA. ATTACHED 2X6 TREATED (BEYOND) (TYP.) TO POSTS W/ JOIST @ 16" MAX APPROPRIATE O.C. REF. PLANS CONNECTOR (TYP.) o (TYP.) o � I � I � GALVANIZED SIMPSON CB66 GALV. THRU BOLTS (BEYOND) 12" DIA. X T DEEP CONC. PIER j TfH j W/ 4 #4 VERTICAL TYP. I W/ #3 TIES @ 12" O.C. I j (BEYOND) I I I I SECTION A -A' WOOD HANDRAIL REF. SEPARATE DETAIL 2X6 CYPRESS DECKING W/ 1/8" MAX. GAPS. ATTACH TO JOIST BARK SIDE UP W/ APPROPRIATE STAINLESS STEEL DECK SCREWS. REF. C1.00 FOR DECKING LAYOUT (TYP.) �11 HEIGHT 2 X 6 CYPRESS FASCIA. VARIES. ATTACHED TO POSTS W/ REF. GRADING APPROPRIATE PALNS CONNECTOR (TYP.) 4X4 WOOD POST o (BEYOND) (TYP.) � i IIIII I I GALVANIZED SIMPSON CB66 ICI POST BASE W/ 2-5/8" I GALV. THRU BOLTS (BEYOND) I 12" DIA. X T DEEP CONC. PIER I W/ 4 #4 VERTICAL TYP. W/ #3 TIES @ 12" O.C. j I (BEYOND) I I I I SECTION ID -ID' (2) 2X6 TREATED — BEAMS. ATTACH JOISTS TO BEAMS WITH JOIST HANGERS (TYP.) 461-011 2X6 TREATED JOIST @ 16" MAX O.C. REF. PLANS 2X4 CYPRESS BENCH SUPPORTS @36" O.C. (BEYOND) II I III I I I I I I I I SCALE: N.T.S. E D Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK I ROGERS WYNNE TANNER ,�c3�•ry�,cs •� Know what's below. Call before you dig. aN un Q Q >0 EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description PHASE 100% CONSTRUCTION DOCUMENTS TITLE Site Details SHEET NO. C3e01 Copyright Ecological Design Group 2024 I I /-— -rv, T I O Ex. Easement D Book 899, Page .3 - ID ° O FFE=1249.12 j 204.4' '�° D Basement I / - Ex. Grate Inlet / D D O Ex. Building \� Rim = 1245.89 ♦' ; ' o � ' • ' �) —441 , Inv = 1243.08 • � -/ ` 111 0 oD e FFE=1259.41 ° S ° ° zi D ° D Ex. 50' sement - ° ,./,. Book 8 ,Page 37 T " t� p h ' °,\ \ ° a o CB: N77 33'01 "E (R) — _ 1CD: 72.56' (R) /2 /, �D R: 402.47' (R) ` a \ ' a FSOU I gus\ddition L: 72.66'(R) THYARD PHASE 2 ers ve \T 4SC \\ — FL = 1 40.78 a o POB Farmers 4,perative �f a Po Overall � D D ° ° y(A\ x D °3 D 1 .9 POC POB, Claim Deed A Q Claim Dee - 5 ' O I SSnhale SW Comer � Are -Z � �— ° D S D D° Dom' O R 125 7 � SW 1/4, SE 1/4 +884 Ft ` 0 1 ---- O v = 3 a I 4 S16, T16N, R30W ' ` O O al/ a a II ,FY 00 °.D D° p R� O O• 0 "SS% D R 8 "SS dp p + POB, Claim Deed `x. 9' Tsa La Gi Trail O I S O OldLLJ \ Parcel #: 765-14937-000 H , ✓N /� Barnes Family Trust Z N Zoning: l-1 y x �` SOUTHYARD 267-NORTHERN SEA OATS PHASE 3 Deed Overlap 2" PLUGS 18' O.C. ` f\ PAVILION FFE1248.27 \ I SOUTHYARD PHASE 3 O a 'Ea n t a J ook age 37 a J7 a Quit Cle ° Area 8 +4, 031 : F+t S81 45 36 `L o , i � Y ov ............. 4. E. + + to nce° +'���+�� �� � � � Ex 5" Wood Electric Control Panel b o0 0 49 PROPERTY LINE (TYP.) C .. °. 308 - WHITE WOOD ASTER Q 640 - FOX SEDGE arcel 23-0GAT THYARD P SOU HASE 2 a ° -000 0 ° m ° �. a o o r ZONE 2-50' MANAGEMENT a a-Z�_ ZONE_ x a 3-FRUITLESS SWEET GUM m • F 0 3" CAL �� �� • ` RS7�F O to Fenceu�` BERMUDA TIF 419 SOD TYP. _'�''' o 0 0 0 0 0 ( ) NOTE: ALL DISTURBED AREAS CONTAINED BY RIBBON CURB I N /a + + +% + TO RECEIVE CEREAL RYE GRAIN T s ent ` + + + AND CONCRETE SIDEWALK. ;n +++++ + + + ,836+-BLUE WOOD SEDGE' ` ' ZONE I - 25' ti +++�++++ ++ +++++++ + +++'N'%% O,c MANAGEMENT CONTRACT BY o a + ... +,/ + + + + ++2" PLUGS 18" O.C. ++++++++++++++ . . . . ++ +++ ++ MANAGEMENT Bq z ______ _r ++ + + .......... °° ti °°' `4 OWNERSHALL IRRIGATE UNTIL ° ° � ZONE /� I \ ++++ ++++++++ ++++i+++++++++++++++++++++' ++ + ESTABLISHED ++ + + + + + + + + + + + + + + + + a, o LIMITS OF DISTURBANCE - ++++ + ++ + +++++++++ x a ++++++++++++++ ++ +'+++ (TYP.) i I +++ +++++++++++++ • r 1,032-NORTHERN SEA OATS ` `0 2" PLUGS 18" O.C. PARK PHASE BOUNDARY (TYP.)100, JG�/� • ` ` CF�T F �TRR</CFO SOUTHYARD PHASE 1 Existing 11z w/ PS #1005 4-RIVER BIRCH - ZONE I - 25' �. SINGLE TRUNK ` ` WATERSIDE o 3.5" CAL ZONE I Existing 1/2"Rebar N,o 3>4v l. �`�Zg CB: N72 °51 1 " (S) ZONE 2 - 50' CD.- 16.57' (SJ R: 1146.28 (S MANAGEMENT I L:16.57(5) ZONE e aor as -N, _ o �- —' Existing ' ` Existing 3/8"Rebar Fergus Addition /2" Rebar arcel #: 5-14900-000 Cam ur t At Fayetteville LLC _ = Wing: CS 73°3333" f °— �- 16.52' ( � Ex /ng 1/ "Rebar o w S #1005.Cap NJ E w/ PS #1 a Mitigation Requirements Canopy Below Requirements Sq. Ft. Preservation Priority Type Forestation Base Density Acre Number of 2" Caliper Trees to be Planted Number of Mitigation Trees Provided 350 High Priority 200 2 7 0 Low Priority 100 0 LAN DSCA PE PLAN E D Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK I ROGERS I WYNNE Know what's below. Call before you dig. aN a Q Q H O 1A EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description PHASE 100% CONSTRUCTION 40' 80' DOCUMENTS TITLE Landscape Plan NORTH 0' 20' SHEET NO. L1900 Copyright Ecological Design Group 2024 CITY OF FAYETTEVILLE LANDSCAPE NOTES: I. CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES PRIOR TO STARTING ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ARKANSAS ONE -CALL TO CONFIRM ALL UTILITIES. 2. ALL PLANTS MUST BE HEALTHY, VIGOROUS AND FREE OF PESTS AND DISEASE. 3. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 4. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED ON THE PLANT LIST. 5. ALL REQUIRED TREES SHALL BE 2" MINIMUM CALIPER, WITH A SINGLE DOMINATE CENTRAL LEADER. MULTI LEADERED TREES WILL NOT BE ACCEPTABLE WITHOUT PRIOR APPROVAL FROM URBAN FORESTRY. 6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED, UNLESS SPECIFIED OTHERWISE, AND MUST MEET ALL REQUIREMENTS SPECIFIED ON PLANS. 7. ALL TREES AND SHRUBS SHALL BE INSTALLED PER STANDARD CITY OF FAYETTEVILLE PLANTING DETAILS. 8. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER CONSTRUCTION. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED WITH A 4" LAYER OF ORGANIC HARDWOOD MULCH. MULCH SHALL BE NOT BE PLACED IMMEDIATELY ADJACENT TO TREE TRUNKS, BUT SHALL BE KEPT AT LEAST 3" FROM ROOT COLLAR AT THE SOIL LINE. 10. ALL PROPOSED PLANTING AREAS COVERED BY GRASS SHALL HAVE THE SOD COMPLETELY REMOVED BEFORE PLANTING BEGINS. 1 1. ALL PLANTING BEDS SHALL BE CONTAINED BY EDGING MATERIAL OTHER THAN VEGETATION. 12. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION AT NO COST TO THE OWNER. 13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 14. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING MATERIAL (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) IN ALL PLANTING AREAS AND LAWN AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 15. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 16. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 17. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE CONSTRUCTION BEGINS. 18. ALL DISTURBED AREAS SHALL BE SEEDED WITH A GRASS SEED MIX CONSISTING OF 70% TURF TYPE FESCUE, 20% PERENNIAL RYE, AND 10% BERMUDA GRASS AT 5 POUNDS PER 1,000 SQUARE FEET. 19. ALL AREAS TO BE SEEDED SHALL RECEIVE 4" OF TOPSOIL AND BE GRADED PER THE GRADING PLAN. 20.IRRIGATION SHALL BE EITHER AN UNDERGROUND AUTOMATIC SYSTEM OR SHALL UTILIZE HOSE BIBS EVERY 100' AS REQUIRED BY FAYETTEVILLE LANDSCAPE ORDINANCE. 21. MAINTENANCE: THE CURRENT OWNER OF THE PROPERTY SHALL BE RESPONSIBLE FOR THE ONGOING MAINTENANCE OF REQUIRED LANDSCAPING. 22.REPLACEMENT LANDSCAPING: REQUIRED LANDSCAPING THAT DIES OR IS DAMAGED SHALL BE REMOVED AND REPLACED BY THE CURRENT OWNER OF THE PROPERTY. THE OWNER SHALL HAVE 60 DAYS FROM THE RECEIPT OF WRITTEN NOTICE ISSUED BY THE CITY TO REMOVE AND REPLACE ANY REQUIRED LANDSCAPING THAT DIES OR IS DAMAGED. 23.THREE (3) YEAR MAINTENANCE SURETY SHALL BE DEPOSITED FOR EACH REQUIRED STREET AND MITIGATION TREE. 24. ANY STRUCTURAL SOIL REQUIRED MUST BE INDICATED ON PLAN, HAVE CERTIFIED DOCUMENTATION, AND BE INSPECTED BY URBAN FORESTER AT TIME OF INSTALLATION. 25. MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND UTILITY LINES. 26. ALL PLANTING DETAILS ARE ACCORDING TO FAYETTEVILLE LANDSCAPE MANUAL. GENERAL LANDSCAPE NOTES: I . PLANTED TRESS TO CONSIST OF: PREFERRED SPECIES FROM THE CITY OF FAYETTEVILLE'S LANDSCAPE MANUAL: POND CYPRESS, RIVER BIRCH, & FRUITLESS SWEETGUM 2. ALL TREES SHALL BE 2" CALIPER AND SHRUBS 3 GALLON AT TIME OF PLANTING 3. ALL LANDSCAPE BEDS SHALL BE EDGED 4. SOIL TO BE AMENDED AND SOD REMOVED WITHIN LANDSCAPE BEDS 5. STRUCTURAL SOIL MUST BE INDICATED ON PLANS AND INSPECTED BY URBAN FORESTER AT TIME OF INSTALLATION AND BEFORE THE PLACEMENT OF FINAL PAVING. 6. ORGANIC MULCH AROUND TREES AND WITHIN LANDSCAPE BEDS 7. ALL LANDSCAPE AREAS SHOULD RECEIVE 12" TOPSOIL [12" IS THE MINIMUM COMPACTED DEPTH]. SOIL SHALL BE AMENDED TO ENHANCE FAVORABLE GROWING CONDITIONS. ALL EXISTING SOD/WEEDS SHALL BE REMOVED FROM LANDSCAPE BED AREAS. 8. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AUTOMATIC SPRINKLERS OR HOSE BIBS LOCATED 100, O.0 9. NO TRENCHING IRRIGATION LINES THROUGH PRESERVED TREES 10. WIRE BASKETS AND BURLAP TO BE REMOVED DURING TREE PLANTING PER CITY OF FAYETTEVILLE DETAIL. 11. LANDSCAPE ARCHITECT OF RECORD SHALL INSPECT SITE AND DIRECT CONTRACTOR TO MAKE CHANGES TO MEET APPROVED PLANS AND DETAILS PRIOR TO URBAN FORESTER CERTIFICATE OF OCCUPANCY INSPECTION. NO CHANGES TO THE APPROVED LANDSCAPE PLAN MAY BE MADE WITHOUT URBAN FORESTER APPROVAL. 12. PRIOR TO FINAL PLAT APPROVAL, ALL REQUIRED LANDSCAPING WILL REQUIRE A PERFORMANCE BOND AND A COMPLETED LANDSCAPE SURETY FORM. SUBMIT A LANDSCAPE ESTIMATE FROM REVIEW AT THE TIME OF CONSTRUCTION PLAN REVIEW 13. PRIOR TO CERTIFICATE OF OCCUPANCY, A 3-YEAR MAINTENANCE PLAN MUST BE SUBMITTED WITH A 3-YEAR SURETY [LETTER OF CREDIT, BOND OR CASH] AND COMPLETED LANDSCAPE SURETY FORM NOTES: I. TREES SHALL BE 2" CALIPER MINIMUM. 2. THE HOLE FOR THE TREE SHALL BE EXCAVATED 2-3 TIMES THE SIZE OF THE ROOT BALL. 3. STAKE ONLY IF NECESSARY AND AS DIRECTED BY THE PROJECT MANAGER. 4. REMOVE ANY TWINE, ROPE, FLAGGING, WRAPPING, OR GUARDS FROM TREE. 5. PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS AT TIME OF PLANTING. ROOTBALL - ROOT COLLAR SHALL BE VISIBLE. REMOVE EXCESS SOIL FROM TOP OF BALL IF NEEDED. SET TOP OF BALL I" TO 2" ABOVE FINISHED GRADE TO ALLOW FOR SETTLING. AFTER SETTING BALL IN PLANTING HOLE, CUT AWAY OR REMOVE THE ENTIRE WIRE BASKET. CUT OR REMOVE ALL ROPES OR TWINE FROM BALL. CUT AWAY OR REMOVE BURLAP. IF ROOTBALL BEGINS FALLING APART DURING INSTALLATION OR WHILE REMOVING THE WIRE BASKET, PEEL THE WIRE AND/OR BURLAP BACK TO THE BOTTOM OF THE PLANTING HOLE AND REMOVE ANY PEELED BACK MATERIAL. SET TREE PLUMB SO THE MAIN LEADER IS STRAIGHT BEGIN MULCH 3" TO 4" AWAY FROM TRUNK 2" TO 3" OF ORGANIC MULCH. NO CYPRESS MULCH SHALL BE USED. EXCAVATE AND REPLACE EXISTING SOIL. ADD SOIL AMENDMENTS IF NECESSARY AS DIRECTED BY PROJECT MANAGER. WATER THOROUGHLY TO ELIMINATE AIR POCKETS. DO NOT TAMP. WIDE SHALLOW HOLES WITH TAPERED SIDES. BREAK DOWN OR ROUGHEN SIDES OF THE HOLE. SET BALL ON FIRM SOIL UNDISTURBED SUBGRADE TREE PLANTING DETAIL NEVER CUT LEADER UND OIL. PROVIDE 2"X2"X3' WOOD STAKES WITH NYLON 1/2" STRAPS FOR TREE GUYING MULCH (3" DEPTH) KEEP MULCH 6" CLEAR OF TRUNK PLANTING MIX: 30% EXISTING SOIL, 50% SANDY LOAM, 20% COMPOST + ADMENDMENTS PROVIDE FERTILIZER TABLETS AND MYCORRHIZAE IN ACCORDINANCE WITH TREE SIZE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE NOT TO SCALE PLANT SCHEDULE SYMBOL QTY BOTANICAL NAME COMMON NAME CALIPER CONTAINER SPACING REMARKS TREES + 4 BETULA NIGRA RIVER BIRCH - SINGLE TRUNK 3.5" CAL BALL & BURLAPPED AS SHOWN + 3 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' FRUITLESS SWEET GUM 3" CAL BALL & BURLAPPED AS SHOWN SYMBOL JQTY BOTANICAL NAME COMMON NAME I CALIPER CONTAINER SPACING I REMARKS SHRUB AREAS 836 CAREX FLACCOSPERMA BLUE WOOD SEDGE --- 2" PLUGS 18" O.C. FULL, MATCHED 1,299 CHASMANTHIUM LATIFOLIUM NORTHERN SEA OATS --- 2" PLUGS 18" O.C. FULL, MATCHED 1,641 SF FOX SEDGE & WHITE WOODLAND ASTER MIX @ 24" O.C. ^'. 308 ASTER DIVARICATUS WHITE WOOD ASTER --- 2" PLUGS 24" O.C. FULL, MATCHED 640 CAREX VULPINOIDEA FOX SEDGE --- I GAL 24" O.C. FULL, MATCHED SYMBOL QTY BOTANICAL NAME COMMON NAME CALIPER CONTAINER SPACING REMARKS GROUND COVERS 701 SF CYNODON DACTYLON A19 HYBRID' BERMUDA GRASS SOLID SEED, CERTIFIED WEED FREE MISCELLANEOUS QTY DESCRIPTION REMARKS REF. PLAN MULCH 3" DEPTH, NON -DYED, ALL PLANTING BEDS AND BENEATH TREE DRIPLINE UNLESS OTHERWISE NOTED ON PLANS. KEEP 6" CLEAR AROUND TRUNKS, TYP. REFERENCE SPECIFICATION REF. PLAN PLANTING MIX 8" ALL BED, 40% SANDY LOAM TOPSOIL, 60% ORGANIC COMPOST. REFERENCE SPECIFICATION 2,730 SF CRUSHED LIMESTONE I/4" MINUS W/ FINES, COMPACTED TO 4" DEPTH ------- REF. PLAN RAW STEEL EDGING 1/4" X 6" SUBMIT CUTSHEET FOR APPROVAL El D G Ecological Design Group w w w. e c o I o g i c a I d g. c o m phone: 501 378 0200 LITTLE ROCK I ROGERS I WYNNE TA.XNFER v A 9�' 95 Know what's below. Call before you dig. FORA aN a Q Q >M FOR WOODY PLANTS, PRUNE ALL DAMAGED, DISEASED, OR WEAK STEMS BEGIN MULCH 3" TO 4" AWAY FROM BASE IRRIGATION NOTE: _a 3" TO 4" OF MULCH FOR WOODY PLANTS, PRUNE ALL DAMAGED, DISEASED, WEAK jm= ^ , VJ ,"4�� EXCAVATE AND REPLACE EXISTING SOIL. ADD OR STEMS 4_j WATER I . CONTRACTOR SHALL PROVIDE GATOR BAGS FOR EACH TREE. SUBMIT FOR APPROVAL. SOIL AMENDMENTS IF NECESSARY. ti BEGIN MULCH 3" TO 4" AWAY FROM BASE THOROUGHLY TO ELIMINATE AIR POCKETS. j +. 3" TO 4" OF MULCH �j %� DO NOT TAMP. _ �4 ,+� ROOTBALL COLLAR SHALL BE VISIBLE. _ -ROOT Imo- �" PLANTING MIX - _- -_- -III REMOVE EXCESS SOIL FROM TOP OF BALL IF I 30/ EXISTING SOIL, 50/ SANDY LOAM, O I=III II I II I II I II NEEDED. SET TOP OF BALL I" TO 2" ABOVE I=I I I 20% COMPOST + ADMENDMENTS I I II I II I II I II I I I ILI II I FINISHED GRADE TO ALLOW FOR SETTLING. �I TAPERED SIDES - BREAK DOWN OR ROUGHEN -III- ' ROOTBALL - ROOT COLLAR SHALL BE VISIBLE. /� SIDES OF HOLE _ III -I I ;'..�:.',: _ � �: �� I I I--1 I -_ REMOVE EXCESS SOIL FROM TOP OF BALL IF V l L.L SET BALL ON FIRM SOIL =III _ -_ _ 1Tf-I I I=I I� , NEEDED. SET TOP OF BALL I" TO 2" ABOVE =III .. , 1I=III„ III -III FINISHED GRADE TO ALLOW FOR SETTLING. UNDISTURBED SUBGRADE 2 TO 3 TIMES ROOTBALL DIAMETER SHRUB PLANTING DETAIL NOT TO SCALE SHRUB PLANTING ON SLOPE DETAIL NOT TO SCALE EDG PROJECT NO. 21-070 DATE 2025.01.31 REVISIONS Mark Date Description PHASE 100% CONSTRUCTION DOCUMENTS Copyright Ecological Design Group 2024 TITLE Landscape Notes & Details SHEET NO. 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O r - •0.0 •0.0 •o.o •o.o •o.o •0.0 •0.0 •0.0 •0.0 •0.0 00.0�-,- 00.0 00.0 00.0 00.0 00.0 00.0 •0.0 00.0 00.0 •0.0 00.0 00.0 0 l •0.0 •0.0 •0.0 •0.0 •0.0 •0.0 •0.0 / •0.0 •0.0 LIGHTING FIXTURE SCHEDULE Type MarkF Manufacturer Model Description Wattage URL R WE-EF 190-9008 RECESSED 3" X 11" WIDE STEPLIGHT WITH 5 W https://we-ef.com/us/products/family/stil34-led CONCEALED LIGHT SOURCE, 170LM, 3000K SL1 LUMCA LIO-S-SM-A-05-01-18LED03 20W-(VOLTAGE)-L3-30KC80-SB-LV-SB / CONTEMPORARY LANTERN AREA LIGHT WITH 24" ARM 20 W https://www.lumca.com/wp-content/uploads/2022/07/TDS_LIO-S_EN_UL.pdf / https://www.lumca.com/wp-content/uploads/2018/01/TDS_AP04-AP04HD_EN.pdf PM4-CF80-24-SB + AP04-12-WB24-4-SB-ANCHOR BOLTS ON 12' POLE WITH TAPERED BASE, 2000LM, 3000K NOTE: FIXTURES USED IN CALCULATIONS CONTAIN TOTAL LIGHT LOSS FACTOR OF 1.0. 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