SUBDIVISION: WOODBURY CROSSING

APPLICANT/DEVELOPER: WC WOODBURY CROSSING LIMITED PARTNERSHIP

TAX IDENTIFICATION:

NUMBER OF LOTS: 1

ZONING: PR (Planned Residential)

VARIANCES REQUIRING PLANNING COMMISSION APPROVAL: 1) Reduction of vertical curve K value from 25 to 12, Edwards Place Blvd at STA 0+49.2) Reduction of vertical curve K value from 25 to 12, Edwards Place Blvd at STA 1+48.3.

ALTERNATIVE DESIGN STANDARDS REQUIRING PLANNING COMMISSION APPROVAL: 1) Reduction of horizontal curve radius on Lawgiver Circle from 250 feet to 100 feet at STA 0+26.

21 00203

REQUIRED:

EXISTING LAND USE: Vacant land & Single family residential

SURROUNDING LAND The subject site is located within the Edwards Place subdivision and general area has been transitioning from a rural area to a residential area with small, single-family lots. Rezonings to PR began in the mid-1990s, with PR developments being built through the early 2000s. Gibbs Elementary, Middle, and High Schools are nearby to the south off of Tazewell Pike.

USE AND ZONING:

LOCATION: Southeast terminus of Edwards Place Blvd., southeast of Thompson School Rd.

JURISDICTION: County Commission District 8

SECTOR PLAN: Northeast County

APPROXIMATE ACREAGE: 30.748 acres

SURVEYOR/ENGINEER:

ACCESSIBILITY: Access is via Edwards Place Blvd, a local street with 26' of pavement width within 50' of right-of-way, and via Lawgiver Circle, a local street with 26' of pavement width within 50' of right-of-way.

PROPOSED USE:

POSTPONEMENT(S): 6/11/2020

6-A-20-UR

FILE #: 6-SA-20-C

Multi-dwelling development

SUBDIVISION VARIANCES

GROWTH POLICY PLAN: Planned Growth Area

AGENDA DATE: 8/13/2020

AGENDA ITEM #: 21

OWNER(S):

WATERSHED: Beaver Creek

SUBDIVISION REPORT - CONCEPT/USE ON REVIEW

STREET ADDRESS: 7605 Twin Oak Ln.

View map on KGIS

Peoples Bank of the South

Charles Garvick / Chadan Engineering, Inc.

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STAFF RECOMMENDATION:

1) Connection to sanitary sewer and meeting any other relevant requirements of the utility provider.2) Meeting all applicable requirements of Knox County Engineering and Public Works.3) Installation of sidewalks into the cul-de-sacs as identified on the development plan. 4) Providing a 50’ wide sidewalk easement from the Lawgiver Circle cul-de-sac to the property boundary to the east, along the southern boundary of Lot 30, Edwards Place Unit 4. This easement may be reduced in width with the approval of Knox County Engineering and Public Works once the final alignment of the sidewalk is determined. If this sidewalk easement is approved, the proposed sidewalk easement shown on the Concept Plan that extends south from Lawgiver Circle to Beaver Creek can be eliminated.5) A final plat application based on this concept plan will not be accepted for review until certification of design plan approval has been submitted to Planning staff.

COMMENTS:Summary

Construction of an 80-unit multi-dwelling (apartment) development located at the terminus of Edwards Place Boulevard on an unbuilt portion of the Edwards Place subdivision (approximately 30.75 acres). The proposal also includes the installation of cul-de-sacs, with sidewalk extensions, at the terminus of Edwards Place Boulevard and Lawgiver Circle. There are three, 3-story apartment buildings clad with brick foundations and vinyl siding for the majority of the facades. There are shutters on the elevations facing the internal parking lot and the north elevations of the two buildings closest to the houses. A dense evergreen landscape screening is proposed along the north property boundary to buffer the development to the adjacent houses. A sidewalk will be extended from the apartment development to the public sidewalk on Edwards Place Boulevard. A greenway easement is provided on the south side of Beaver Creek and a 50’ sidewalk easement is recommended from the Lawgiver Circle cul-de-sac east to the property boundary, on the south side of Lot 30. The property to the east had a Concept Plan approved in 2017 (Twin Oak Landing – 4-SA-17-C) with a 10’ sidewalk easement that extended to the Edwards Place boundary just south of the recommended 50’ easement. The 2017 Concept Plan is now expired so the easement on the adjacent property will need to be reestablished when that property is developed sometime in the future. The recommended 50’ easement on the subject property is recommended so there is some room to adjust the sidewalk to and meet ADA standards once the layout and grades of the adjacent property are known. If the subject property proposes lots around the Lawgiver Circle cul-de-sac, the width of the sidewalk easement can be reduced with the approval of Knox County Engineering and Public Works so that a sidewalk connection to the adjacent property is still feasible.

Background

The Edwards Place subdivision was originally approved in 2007 (2-SI-07-C / 2-K-07-UR) with 187 single family residential lots. The unbuilt portion of the subdivision was reapproved in 2013 (11-SA-13-C) with the same layout and number of lots. Lawgiver Circle was intended to wrap around Forest Willow Lane and connect to the

APPROVE the development plan for up to 80 multi-dwelling (apartment) units as shown, subject to 5 conditions.1) Meeting all applicable requirements of the Knox County Zoning Ordinance.2) Meeting all applicable requirements of the Knox County Department of Engineering and Public Works.3) Installation of sidewalks for the multi-dwelling development as identified on the development plan.Sidewalks shall meet all applicable requirements of the Americans with Disabilities Act (ADA).4) Installing all landscaping for the apartment development, as shown on the landscape plan, within six months of issuance of occupancy permits for the project, or posting a bond with the Knox County Department of Engineering and Public Works, to guarantee such installation.5) Providing a 60-foot greenway easement along the southeastern side of Beaver Creek, as shown, or as otherwise required by Knox County Parks and Recreation.

With the conditions noted, this plan meets the requirements for approval in the PR District, and the other criteria for approval of a use on review.

APPROVE variances 1-2 and the Alternative Design Standard based on the recommendations of the Knox County Department of Engineering and Public Works and because the site conditions restrict compliance with the Subdivision Regulations and the proposed variances and alternative design standards will not create a traffic hazard.

APPROVE the Concept Plan subject to 5 conditions.

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southern portion of Edwards Place Boulevard, and there was to be a street that extended to the south side of Beaver Creek with lots in the hillside area adjacent to the Gibbs school property. This forested hillside area is now intended to remain undisturbed.

Sidewalks were required throughout the subdivision and there was a requirement to make a pedestrian connection to the school property, if desired by Knox County Schools. Because the number of lots within the subdivision, the planning commission also required an amenity area that was to be located on the south side of Beaver Creek, near the terminus of Twin Oak Lane. The amenity was never constructed and the location is now part of the subject property. The 2007 Use on Review approval also had a requirement to connect to the terminus of Twin Oak Lane.

The installation of the required sidewalks began with the construction of houses sometime between 2016 and 2018. Most of the sidewalks were installed in areas with the least amount of vehicle traffic. Edwards Place Boulevard will be the most heavily traveled road in the neighborhood and it is currently without a sidewalk for the majority of its length.

The 2007 and 2013 Concept Plan approvals had a condition that allowed Knox County Engineering and Public Works to require traffic calming to be installed. This could still be an option going forward to help slow down traffic, particularly on Edwards Place Boulevard.

Density

The PR (Planned Residential) zoning allows up to 4 dwelling units per acre (du/ac). The apartment development will have a density of 2.6 du/ac. The existing neighborhood consists of 95 lots on approximately 22.5 acres (4.22 du/ac). The combined density for the Edwards Place subdivision and the Woodbury Crossing apartments is approximately 3.3 du/ac (175 units on 53.25 acres). An additional 38 dwelling units could be constructed based on the current zoning of PR up to 4 du/ac. The Traffic Impact Study (TIS) states that if Lawgiver Circle is extended further toward Beaver Creek and the eastern end of the apartment development, an additional 22 lots could be created. If additional lots were proposed, a new Concept Plan and Use on Review approval would be required. The TIS took these additional lots into consideration to ensure the maximum amount of potential traffic was considered.

Proposal -- Concept Plan (Cul-de-sacs)

The Concept Plan is for the dedication of right-of-way and the installation of the cul-de-sacs at the end of Edwards Place Boulevard and Lawgiver Circle. The cul-de-sacs are necessary to provide the turnaround at the end of a public road required by the subdivision regulations. The sidewalks in the neighborhood will be extended into the cul-de-sacs.

The two vertical curve (K value) variances are for the crest curves on both ends of the proposed Edwards Place Boulevard cul-de-sac. The reduced K values at the end of the existing Edwards Place Boulevard roadway will allow less of the existing road to be regraded and have less impact on the adjacent properties. The other K value reduction is for the transition from the cul-de-sac to the apartment parking lot. The horizontal curve reduction is for cul-de-sac at the end of Lawgiver Circle and is a requested alternative design standard. The Knox County Department of Engineering and Public Works supports these requests. The requested K value of 12 meets AASHTO standards for streets with a 25 mph design speed and the 100’ horizontal curve would be allowed if Lawgiver Circle was less than 1000’ long (the existing road is approximately 1050’ long before the cul-de-sac is added).

Proposal -- Use On Review (Multi-Dwelling Development Plan)

The Use on Review request is for an 80-unit multi-dwelling (apartment) development located between the existing single-family subdivision and Beaver Creek which runs through the middle of the subject property. The apartment development will be built approximately 10’ lower than the houses to the north and a dense evergreen landscape screen is proposed along the north property line. There are three proposed buildings, with the two buildings closest to the existing houses having smaller footprints. The buildings will be 3 stories tall, with exception of 1/3 of the larger building on the south side of the parking lot being 2 stories tall in the middle. There will also be a 1 story clubhouse building with a swimming pool south of the entry driveway. The development does not propose a gated entry.

Access will be provided via Edwards Place Boulevard, a local street through the Edwards Place subdivision that connects to Thompson School Road, a major collector street. Edwards Place Boulevard is 26’ wide with a

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short segment of sidewalk on the southern end of the street. The apartment development will extend a sidewalk on their property to the public sidewalk at the cul-de-sac.

A 60’ wide greenway easement is being provided on the southeast side of Beaver Creek at the request of Knox County Parks and Recreation. The Knox County Greenway Corridor Study proposes a greenway along Beaver Creek and the preferred route in this area runs through this property (see Exhibit A). The previous approvals for Edwards Place and the adjacent Twin Oak Landing subdivision (approved and not developed) had requirements to make a pedestrian connection to the Gibbs school property. In conversations with the school system, the preferred location for a pedestrian connection is the one approved in the Twin Oak Landing subdivision that was at the end of the Gibbs Elementary School driveway, just as the driveway forks and extends up the hill to Gibbs Middle School. The proposed 40’ sidewalk easement from Edwards Place subdivision to the former Twin Oak Landing subdivision will allow a pedestrian connection to be established to the school property as the adjacent properties are developed.

Traffic Impact Study

The Woodbury Crossing Traffic Impact Study (CDM Smith, Revised May 2020) was prepared to address the impact of the proposed apartment development on Thompson School Road. The Edwards Place subdivision was previously studied in 2007 for 187 single-family lots. This study only analyzed impact of the development on the Edwards Place Boulevard and Thompson School Road intersection, it did not analyze the impact on the internal neighborhood streets. The conclusion of the TIS was that no improvements are necessary at the Thompson School Road intersection and that the apartment development must connect to the terminus of Edwards Place Boulevard in accordance with the requirements of Knoxville-Knox County Planning and Knox County Engineering and Public Works.

Open Space

The 2007 Use on Review approval had a condition of providing both active and passive recreational uses on a 1.63 acre common area. According to the staff report, this is because the subdivision was going to have more than 150 houses. The Edwards Place subdivision currently has 95 houses which is less than the threshold that would have warranted the inclusion of the amenity.

The apartment development does not propose to use the forested hillside area on southeast side of the creek. The applicant or property owner should discuss with Knox County Parks and Recreation about the potential of using this area as a park along the proposed greenway.

EFFECT OF THE PROPOSAL ON THE SUBJECT PROPERTY, SURROUNDING PROPERTY AND THE COMMUNITY AS A WHOLE

1) The proposed development must work with the utility provider to ensure adequate service can be provided to the site and not adversely impact the Edwards Place subdivision that has experienced problems with their utilities.2) The development will stay out of the Beaver Creek stream buffer and leave the forested hillside area on the southeast side of Beaver Creek undisturbed.3) The development is providing a 60’ greenway easement on the southeast side of Beaver Creek for future installation by Knox County and a recommended sidewalk easement for future construction from the Lawgiver Circle cul-de-sac to the adjacent property to the east.4) No improvements to Thompson School Road are required for this development based on the anticipated number of vehicle trips and the existing condition of the road in this location.5) The development will not establish the connected road system that the original Concept Plan approval intended which would have dispersed traffic somewhat. This proposal will concentrate more traffic on Edwards Place Boulevard than the original plan for the subdivision intended, however, improvements to this road are not recommended as a condition of approval. 6) Dense evergreen landscape screening is proposed along the north boundary line to provide a buffer for the single-family residential uses.

CONFORMITY OF THE PROPOSAL TO CRITERIA ESTABLISHED BY THE KNOX COUNTY ZONING ORDINANCE

1) With the stated conditions, the apartment development meets the standards for development within a PR (Planned Residential) Zone and all other requirements of the Zoning Ordinance.2) The proposed apartment development is consistent with the general standards for uses permitted on

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review: The proposed development is consistent with the adopted plans and policies of the General Plan and Sector Plan. The use is in harmony with the general purpose and intent of the Zoning Ordinance. The use is compatible with the character of the neighborhood where it is proposed. The use will not significantly injure the value of adjacent property. The use will not draw additional traffic through residential areas because the Edwards Place subdivision was intended to have more house lots in this unbuilt portion of the neighborhood than is proposed by the apartment development and on average, single-family houses generate more vehicle trips per day than an apartment unit.

CONFORMITY OF THE PROPOSAL TO ADOPTED PLANS

1) The Northeast County Sector Plan designates this property for low density residential use with a maximum density of 5 du/ac. At a proposed density of 2.6 du/ac for the subject property and 3.3 du/ac for the overall development (including the Edwards Place subdivision), the proposed development is consistent with the Sector Plan.2) The site is located within the Planned Growth Area on the Knoxville-Knox County-Farragut Growth Policy Plan map.

Knoxville-Knox County Planning Commission's approval or denial of this concept plan request is final, unless the action is appealed to Knox County Chancery Court. The date of the Knox County Chancery Court hearing will depend on when the appeal application is filed.

7 (public school children, grades K-12)ESTIMATED STUDENT YIELD:

Knoxville-Knox County Planning Commission's approval or denial of this use on review request is final, unless the action is appealed to the Knox County Board of Zoning Appeals. The date of the Knox County Board of Zoning Appeals hearing will depend on when the appeal application is filed.

ESTIMATED TRAFFIC IMPACT: A traffic impact study was prepared by the applicant. The findings of that study were used in formulating the recommendations of this staff report.

Schools affected by this proposal: Gibbs Elementary, Gibbs Middle, and Gibbs High.• Potential new school population is estimated using locally-derived data on public school student yield generated by new housing. • Students are assigned to schools based on current attendance zones as determined by Knox County Schools. Students may request transfers to different zones, and zone boundaries are subject to change.• Estimates presume full build-out of the proposed development. Build-out is subject to market forces, and timing varies widely from proposal to proposal.• Student yields from new development do not reflect a net addition of children in schools. Additions occur incrementally over the build-out period. New students may replace current population that ages through the system or moves from the attendance zone.

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LAWGIVER CIR

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FOREST WILLOW

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SCHOOL ACCESS

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A

RA

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PR(k)<4 DU/AC8-M-15-RZ

A

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6-SA-20-C / 6-A-20-URCONCEPT PLAN/USE ON REVIEW

Original Print Date: Revised:Knoxville - Knox County Planning Commission * City / County Building * Knoxville, TN 37902

5/18/2020

Petitioner:

Map No:Jurisdiction:

±0 250

Feet

21County

WC Woodbury Crossing LimitedPartnershipWoodbury Crossing

Multi-dwelling development in PR (Planned Residential)

Parental ResponsibilityZone (PRZ)

ISSU

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DATE

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NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

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CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

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Edwards Place BoulevardWoodbury Crossing Apartments

Site Development Plans For

Corryton, Knox County, Tennessee

State Map

DRAWING INDEXSheet CSSheet C001Sheet C100Sheet C101Sheet C102Sheet C103Sheet C200Sheet C201Sheet C202Sheet C203Sheet C204Sheet C205Sheet C300Sheet C301Sheet C302Sheet C303Sheet C400Sheet C401Sheet C402Sheet C403Sheet C404Sheet C405Sheet C406

Cover SheetExisting Conditions & Demolition PlanOverall Site PlanEnlarged Site PlanSite DetailsSite DetailsOverall Site Grading PlanEnlarged Site Grading & Drainage PlanBasin InformationRoad ProfilesSite ProfileSite SectionsSWP3 Phase ISWP3 Phase IISWP3 Phase IIIErosion & Sedimentation Control DetailsSanitary Sewer Plan & ProfileSanitary Specifications & DetailsLift Station DetailsWaterline Plan & ProfileWaterline Plan & ProfileWaterline SpecificationsWaterline/Force Main Specifications & Details

PROJECT TEAM

LOCATION MAPScale: 1" = 2000'

1. The Contractor and Subcontractor shall be solely responsible for complying with all Federal, State andlocal safety requirements, together with exercising precautions at all times for the protection of persons(including employees) and property. It is also the sole responsibility of the Contractor andSubcontractor to initiate, maintain and supervise all safety requirements, precautions and programs inconnection with this work.

2. Existing utilities shown are from best available records and field investigation, and are not necessarilycomplete or exact. The Contractor is responsible for the investigation, location, support, protection andrestoration of all existing utilities and appurtenances whether shown on these plans or not. TheContractor shall expose all utilities or construction prior to construction to verify the vertical andhorizontal effect on the proposed construction, and shall make adjustments in elevations to providesufficient clearance between the proposed and existing utilities. The Contractor shall call the utilitiesprotection service (Dial 811) at least three (3) working days prior to work in the vicinity of theirunderground utilities.

3. Chadan Engineering, Inc. assumes no responsibility for the accuracy and/or completeness of theprovided surveying and mapping information nor any errors or omissions resulting from missing orinaccurate data.

4. The Contractor shall exercise extreme caution when working near existing utilities. It is the Contractor'sresponsibility to contact the appropriate utility agency prior to exposing the agency's utility. TheContractor is responsible for repairing any utility that may become damaged during the course ofconstruction.

5. Should the Contractor discover any discrepancies or conflicts with the existing and/or proposedinformation, the project Architect and Engineer shall be notified prior to continuing work.

6. All proposed utility locations shall be provided by a state licensed surveyor, prior to installation. TheContractor shall adjust all structures to final grade as needed.

7. The Contractor and/or Owner is responsible for coordinating with the electric, gas and communicationcompanies regarding providing service to the development. Any information shown on plans shall beconsidered schematic only.

8. Any property corner pins or permanent survey markings disturbed during construction shall be reset bya registered surveyor at the Contractor's expense.

9. The tracking or spillage of mud, dirt or debris upon public roads is prohibited and any such occurrenceshall be cleaned up immediately by the Contractor. If the Contractor fails to keep the work area clean ofdebris, or fails to clean mud or dirt, the local jurisdiction may take action and assess the Contractor forthe costs that are incurred.

10. No non-rubber tire vehicles shall be moved on public roads; exceptions may be granted where shortdistances and special circumstances are involved. Granting of exceptions shall be in writing.

11. The Contractor shall exercise extreme caution when excavating in the vicinity of existing trees, taking allmeasures possible to protect and preserve them. The Contractor shall be governed by the provisionsof his contract with the Owner.

12. All field tile broken during excavation shall be replaced to its original condition or connected to the stormsewer system. The Contractor shall maintain a set of as-built documents for any tile encountered duringconstruction.

13. Proposed storm water management basins and conveyance system will be owned by the Owner. It willbe the Owner's responsibility to properly maintain and inspect the storm water management system.

14. All traffic control devices shall be furnished, erected, maintained and removed by the Contractor inaccordance with the latest edition of the Tennessee Department of Transportation Manual for TrafficControls.

15. All trenches shall be backfilled or securely plated during nonworking hours.

16. Access to all adjoining properties shall be maintained at all times.

17. All areas within the public right-of-way that are disturbed by this project shall be restored to original orbetter condition.

18. At all utility crossings where the existing utility is exposed in the trench, the backfill shall consist ofcompacted granular material between the deeper and shallower pipe. Where proposed utilities orservices cross proposed or existing pavement areas, backfill shall be compacted granular extending atleast 3 feet beyond the back of curb or edge of pavement. Cost is to be included in the price bid forrelated pipe.

19. Clean water connections to sanitary sewer lines are strictly prohibited, this includes but not limited to,roof drains, foundation drains, yard drains, catch basins and trench drains.

20. Curb inlets, manholes and catch basins shall be channeled as directed. Tops inlets and catch basinsshall be adjusted with the final slope of the road surface.

21. Proposed spot elevations are dependant on the final elevation of the finish floor of the building(s). Oncethe floor slab has been installed, the Contractor shall confirm the elevation. Any discrepancy shall bereported to the project Architect and Engineer to determine if any elevation revisions are required.

22. On-site sidewalks are designed to meet current accessibility standards. It is strongly recommendedthat the Contractor review the proposed sidewalks and construct the work so not to create a "pinchpoint" with respect to the elevations due to construction tolerances with the final elevations. Note thefollowing information:

Sidewalks are to have a cross-slope of less than 2%. Lead slope shall not exceed 5% or it isconsidered a ramp. Changes in directions shall have an area of 2% or less in all directions wheneverpossible.

Ramp: A ramp is a section of sidewalk with a lead slope greater than 5% and less than 8.33%.Handrails are required on both sides of ramps with an elevation change of greater than 6". No sectionof sidewalk shall exceed 8.33%. A ramp may not exceed 30' in length without a landing area.

23. Where it is necessary to disturb pavements or drives, the pavement shall be saw cut in neat straightlines. The depth of the saw shall be at least 4 inches. Existing asphalt or concrete shall be replaced toa thickness equal or greater than original. Aggregate base shall be replaced if needed.

24. Erosion control measures in accordance with the requirements of the State of Tennessee. TheContractor shall provide sediment control at all points where water leaves the project, includingwaterways, overland sheet flow and storm sewers. The Contractor shall provide adequate drainage ofthe work area at all times consistent with erosion control practices. Disturbed areas that remainunworked for 14 days shall be seeded. Other sediment controls that are installed shall be maintaineduntil vegetation growth has been established. The Contractor shall be responsible for the removal of alltemporary sediment devices at the conclusion but not before the growth of permanent ground cover.

25. Contractor shall adhere to all recommendations in the geotechnical report unless directed otherwise inwriting by the project Architect or Owner. It is the Contractor's responsibility to assure that propertesting is completed on placed fill, foundation, and trench work, etc. Should the Contractor encounterpoor or unknown soils or groundwater, the geo-tech representative shall be consulted. Copies of alltesting reports shall be provided to the Owner.

26. Submittals shall be provided to the Engineer electronically for review and comment. The Engineer shallrespond within 5 business days.

27. The Contractor shall maintain a set of as-builts on site. Once the project is complete, the as-built setshall be delivered to the Owner.

28. Contractor is responsible for verifying all quantities.

GENERAL NOTES

Mapping NotesBoundary and existing conditions survey provided by:

Civil & Environmental Consultants, Inc.2704 Cherokee Farm Way Ste 101Knoxville, TN 37920865.977.9979

Chadan Engineering, Inc. assumes no responsibly for theaccuracy and/or completeness of the provided surveyingand mapping information nor any errors or omissionsresulting from missing or inaccurate data.

PCI Design Group, Inc.500 S. Front Street, Suite 975Columbus, OH 43215614.396.3265

Owner/Developer: Surveyor:

Supervisory Architect:

Woodbury Crossing LimitedPartnershipAttn. Connor Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

Civil & Environmental Consultants, Inc.2704 Cherokee Farm Way Ste 101Knoxville, TN 37920865.977.9979

MEMPHIS

NASHVILLE

KNOXVILLE

CHATTANOOGA

40

24

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40

65

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75

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64 64

412

412

SELMER

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JACKSON

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BROWNSVILLE

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7941

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45W

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PARIS

CAMDEN

LAWRENCEBURG

81

231

231

231

127

127

70

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31E70N

705

MURFREESBORO

COLUMBIA

27

27

411

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11E11E

ROCKWOOD

MADISONVILLE

KINGSPORT

GREENVILLE

25E

23

ELIZABETHTON

Corryton

Shield Engineering, Inc.300 Forestal Dr.Knoxville, TN 37918865.544.5959

Geotechnical:

Bernard L. Weinstein & Associates95 White Bridge RdNashville, TN 37205615.352.7151

Design Architect:

VICINITY MAPScale: 1" = 1000'

30001000 20000

60002000 40000

WOODBURYCROSSING

VARIANCES REQUIRING PLANNING COMMISSION APPROVAL:a. Reduction of vertical curve K value from 25 to 12, Edwards Place Blvd at Sta 0+49b. Reduction of vertical curve K value from 25 to 12, Edwards Place Blvd at Sta 1+48.3

ALTERNATIVE DESIGN STANDARDS REQUIRING PLANNING COMMISSION APPROVAL:a. Reduction of horizontal curve radius on Lawgiver Circle for 250 feet to 100 feet at Sta 0+26

NORTHEAST KNOX UTILITY DISTRICTCommissioners:Ann Acuff PresidentJoe Longmire Vice PresidentLes Spitzer Secretary

General Manager:Gregg Morgan

Approved by:Gregg MorganGeneral ManagerNortheast Knox Utility District

LIFT STATIONTOP-1138.96

INV-LOCKED RIM

TOP-1132.76INV-1126.648"PVC

LAWGIVER CIR(50' R.O.W.)

FOREST WILLOW LN(50'R.O.W.)

RIM-1142.88INV IN-1134.48

INV OUT-1134.41

RIM-1149.55INV IN-1144.55

INV OUT-1144.17

S 44°40'33" WS 44°52'36" W

S 61°

43'0

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S 47°19'34" W

S 10°

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S 26°46'32" W

N 43

°35'

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N 43

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N 45°35'53" E

N 44°30'50" W

N 45°26'39" E N 45°38'28" E N 43°49'45" E

298.54'

495.

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1345.31'

66.83

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513.

64'

365.

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116.58'25.30'

27.17'84.70'

331.56'

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.W.)

LAWGIVER CIR

(50' R.O.W.)

N 40°48'44" E

N 39°24'26" E N 52°21'01" EN 44°37'27" E N 34°23'36" E

N 05°02'01" E

N 14°1

8'20"

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N 38

°31'

48" W

N 54

°12'

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N 73

°36'5

8" W

N 05°25'53" E

N 05°25'53" EN 10°12'23" E

S 63°05'09" E

N 44°40'10" E

196.73'57.13'

61.64' 70.98'47.99'

51.66'

51.18

'

52.9

3'51

.02'

50.5

4'

100.72'

38.89'

124.80'

843.45'

Existing36" RCP INV.=1110.07

INV.=1109.6824"CMP

INV.=1109.2824"CMP

INV.=1109.9424"CMP

INV.=1109.7624"CMP

INV.=1110.5024"RCP

24" HDPE INV.=1114.05

24" HDPE INV.=1114.12

PARCEL30.748 ACRES

C1

L31

1135

11301125

1115

1110

1115

1120

1125

1125

1120

1115

1115

1120

1125

1130

1135

1140

1150

1125

1120

1115

1110

1105

1100

1105

1110

1115

1120

1125

1145

1140

1135

1130

1135

1140

1145

1150

1150

1145

1140

1135

1130

1125

1120

1115

1115

1120

1125

1130

1135

1140

1150

1150

1145

1140

1135

1130

1125

1120

1115

1115

1120

1125

1130

1135

1140

11451140

STAND PIPE TOP=1116.376"PVC INV.=1111.16TOP OF WALL=1117.92TOP OF WEIR=1116.3636" RCP INV.=1110.76

TWIN OAK LANE

1135

1130

Existing StormCatch Basin

Existing StormStructure

Existing StormCatch BasinTop:1143.09Inv.: 1140.09

18" HDPE

Existing StormCatch BasinTop:1143.06Inv.: 1139.76

18" HDPE

Existing Storm inlet full ofdebris and inaccessible

Existing Storminlet submergedand inaccessible

Existing StormCatch BasinTop:1136.13Inv.: 1132.23

18" HDPE

Existing StormCatch BasinTop:1138.91

Inv.: N/A15" HDPE

Existing StormCatch BasinTop:1141.73

Inv.: N/A15" HDPE

Existing StormCatch BasinTop:1143.21Inv.: 1140.21

15" HDPE

Existing StormCatch BasinTop:1138.23Inv.: 1134.23

18" HDPE

Existing Storm Outlet18" HDPE Inv.: 1125.32

18" CPP

1115

1160

1155

1145

1155

1160

1140

1145

Existing Sediment Basin

Existing Sediment Basin

Ex. Conc. Drive Existing Storm Outlet36" HDPE

Inv.: 1126.97

50' Permanent St

ream Buffer

50' P

ermanent S

tream Bu

ffer

EDWARDS PLACE SUBDIVISION

50'

50'

50'

1120

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

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FORPERMIT

PURPOSES

Existing Conditions& Demolition Plan

C001

N

E

W

S

Demolish existing drive.

2 Demolish existing house ruins.

1

1

2

2

Property Markers

Property Boundary Line

Existing Grade Contour (Index)

Existing Grade Contour (Intermediate)

Existing Grade Spot Elevation

Existing Fresh Water Feature

Existing Fence

Existing Mailbox

Existing Utility Pole

Existing Guy

Existing Gas Utility Feature

Existing Overhead Electric

Existing Electric Feature

Existing Sanitary Sewer

Existing Sanitary Manhole

Existing Sanitary Lift Station

Existing Storm Sewer Pipe

Existing Storm Sewer Structures

Existing Sign

Existing Telephone Box

Existing Water Meter

Existing Asphalt Surface

Existing Concrete Surface

Existing Aggregate Surface

Proposed Grade Contour (Index)

Proposed Grade Contour (Intermediate)

Proposed Grade Spot Elevation

Proposed Standard Duty Asphalt Pavement

Proposed Heavy Duty Asphalt Pavement

Proposed Concrete Surface

Proposed Storm Sewer Pipe

Proposed Roof Drain Collector

Proposed Storm Sewer Structure

Proposed Rock Riprap Outlet Protection

Remove Existing Asphalt/Concrete

Proposed Waterline Easement

Proposed Sanitary Easement

Proposed Headwall

916.40

925

LEGEND

1257.50

1255

PLAN VIEWSCALE 1" = 60'

18060 1200

CODED NOTES

3 Remove wood chip pile.

3

4 Remove existing debris pile.

5

5

1

5 Remove existing sediment fencing.

4

4

4

4

5

6 Existing sanitary sewer line and structure tobe removed.

6

6

7 Existing outlet structure to remain in placeduring construction. Structure to beremoved and replaced whentransitioning to final storm water pond.

9

10

8 Existing 36" Outlet to remain.

9 Existing outlet structure to remain duringconstruction. Structure to be removed oncesite is stabilized.

10 Existing 24" HDPE to be removed.

11 See Sheet C200 for pipe continuation.

12 Existing gabions to be removed during finalpond transition.

11

11

12

7

8

13 Infill existing ditch line.

13

HW

14

14

Existing Sediment Basins to remain duringconstruction.

14

Replace existing driveway apron duringForce Main construction.

15

15

16

Replace portion of existing sidewalk duringForce Main construction.

16

1

PLAYAREA

7' Integral Walk & Curb

7' Integral Walk & Curb

4' Sidewalk

LAWGIVER CIR(50' R.O.W.)

FOREST WILLOW LN(50'R.O.W.)

S 44°40'33" WS 44°52'36" W

N 43

°33'

19" W

N 45°35'53" E

N 44°30'50" W

N 45°26'39" E N 45°38'28" E N 43°49'45" E

298.54'

495.

79'

513.

64'

365.

22'

116.58'25.30'

27.17'84.70'

331.56'

EDWARDS PLACE BLVD(50' R.O

.W.)

LAWGIVER CIR

(50' R.O.W.)

N 40°48'44" E

N 39°24'26" E N 52°21'01" EN 44°37'27" E N 34°23'36" E

N 05°02'01" E

N 14°1

8'20"

W

N 38

°31'

48" W

N 54

°12'

32" W

N 73

°36'5

8" W

N 05°25'53" E

N 05°25'53" EN 10°12'23" E

S 63°05'09" E

N 44°40'10" E

196.73'57.13'

61.64' 70.98'47.99'

51.66'

51.18

'

52.9

3'51

.02'

50.5

4'

100.72'

38.89'

124.80'

843.45'

C1

L31

TWIN OAK LANE

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR HC UNIT

2 BR A/V UNIT 3 BR HC UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

25.00' 1055.40'

106.04'

250.44'

61.0

2'

63.6

4'

64.8

3'

72.8

5'

752.57'

79.27'

2 BR HC UNIT

2 BR UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

5' Sidewalk

5' S

idew

alk

4' S

idew

alk

4' Sidewalk 4' Sidewalk

7' Integral Walk & Curb

7' Integral Walk & Curb

4' Sidewalk

4' S

idew

alk

3 BR HC UNIT

Ex. Conc. Drive

FF: 1137.2Refer to Architectural

Drawings forDimensions & Building

Information

BUILDING B

BUILDING A1FF: 1138.2

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

BUILDING A2FF: 1134.4

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

FF: 1138.25Refer to Architectural

Drawings forDimensions & Building

Information

CLUBHOUSE

10 x 12SHED

EDWARDS PLACE SUBDIVISION

4' S

idew

alk

4' S

idew

alk

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

0 - 2

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

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FORPERMIT

PURPOSES

OverallSite Plan

C100

Property Markers

Property Boundary Line

Property Setback Line

Existing Grade Contour (Index)

Existing Grade Contour (Intermediate)

Existing Grade Spot Elevation

Existing Fresh Water Feature

Existing Fence

Existing Mailbox

Existing Utility Pole

Existing Guy

Existing Gas Utility Feature

Existing Overhead Electric

Existing Electric Feature

Existing Sanitary Sewer

Existing Sanitary Manhole

Existing Sanitary Lift Station

Existing Storm Pipe

916.40

925

LEGENDExisting Storm Sewer Structures

Existing Sign

Existing Telephone Box

Existing Water Meter

Existing Asphalt Surface

Existing Concrete Surface

Existing Aggregate Surface

Proposed Grade Contour (Index)

Proposed Grade Contour (Intermediate)

Proposed Fence

Proposed Grade Spot Elevation

Proposed Standard Duty Asphalt Pavement

Proposed Heavy Duty Asphalt Pavement

Proposed Concrete Surface

Proposed Storm Sewer Pipe

Proposed Roof Drain Collector

Proposed Storm Sewer Structure

Proposed Rock Riprap Outlet Protection

1257.50

1255

PLAN VIEWSCALE 1" = 60'

18060 1200

NE

WS

See Sheet C101Proposed 20' Drainage/Sewer Easement

Proposed 20' Waterline Easement

20.00'

43.21'

22.0

0'

20.00'

20.00'

20.00'

20.00'

20.00'

27.90'

Proposed Drainage/Sewer Easement

Proposed Waterline Easement

PROPOSED EASEMENT LEGEND

35' Setback35' Setback

35' S

etba

ck

15' Setback

35' Setback

35' Setback

15' Setback

35' Setback

35' Setback

20.00'

See InsetSheet C101

Top of EmbankmentPerm

anent Wet P

ond

5C103

DetailMesh Fence5

C103

35' S

etba

ck

35' Setback

Proposed 20' Drainage/Sewer Easement

20.0

0'

60' Greenway

Easement

Coded Notes

1

Notes pertain to this sheet only.

The sidewalk easement may extend through thisportion of Woodbury Crossing's site pendingcoordination between all parties

Easement shown to Twin Oak Lane is for a futuresidewalk extension from Lawgiver Circle and is forschematic purposes only. Knox County Engineeringand the adjacent school are to coordinate location.Woodbury Crossing will not be responsible for theconstruction or maintenance of the sidewalk.

2

1

2

60'

Greenway

Easement

PLAYAREA

7' Integral Walk & Curb

7' Integral Walk & Curb

4' Sidewalk

N 43

°33'

19" W

N 45°35'53" E

N 44°30'50" W

N 45°26'39" E N 45°38'28" E N 43°49'45" E

365.

22'

116.58'25.30'

27.17'84.70'

331.56'

EDWARDS PLACE BLVD(50' R.O

.W.)

N 40°48'44" E

N 39°24'26" E N 52°21'01" EN 44°37'27" E196.73'

57.13'61.64'

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR HC UNIT

2 BR A/V UNIT 3 BR HC UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

9.00'TYP. 19

.00'

TYP.

19.0

0'TY

P.

R=25.00'

R=75.00'

40.00'

R=75.00'

69

53

106.04'

250.44'

61.0

2'

63.6

4'

64.8

3' 72.8

5'

R=12.00' R=12.00'

9.00'9.00'

9.00'

9.00' 10.00'

79.27'

R=25.00'

R=5.00' R=3.00' R=3.00'

R=3.00'

R=65.00'

R=65.00'

40.0

0'

9.00'9.00'

26.0

0'TY

P.2 BR HC UNIT

2 BR UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

5.00'

5' Sidewalk

5' S

idew

alk

4' S

idew

alk

4' Sidewalk 4' Sidewalk

7' Integral Walk & Curb

7' Integral Walk & Curb

4' Sidewalk

4' S

idew

alk

25.00'

14.9

5'

16.4

3'

16.4

3'

22.2

6'

22.2

6'

3 BR HC UNIT

Ex. Conc. Drive

FF: 1137.2Refer to Architectural

Drawings forDimensions & Building

Information

BUILDING B

BUILDING A1FF: 1138.2

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

BUILDING A2FF: 1134.4

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

FF: 1138.25Refer to Architectural

Drawings forDimensions & Building

Information

CLUBHOUSE

10 x 12SHED

6.00'TYP.

6.00'TYP.

6.00'TYP.

R=250.00'

R=250.00'

10.00'

4' S

idew

alk

4' S

idew

alk

R=50.00'

PC

PT

PC

PT

R=5.00'

R=3.00'

8.00

'

(50' R.O.W.)

N 38

°31'

48" W

N 54

°12'

32" W

N 73

°36'5

8" W

N 05°25'53" E

N 05°25'53" EN 10°12'23" E

52.9

3'51

.02'

50.5

4'

100.72'

38.89'

C1

R=75.00'

40.00'

Existing StormCatch BasinTop:1143.21Inv.: 1140.21

15" HDPE

R=50.00'

R=100.00'

PT

PC

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

0 - 2

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

DBUR

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FORPERMIT

PURPOSES

EnlargedSite Plan

C101

Coded Notes

1 New dedicated Right-of-Way as required perKnoxville-Knox County Subdivision Regulations asspecified in Section 3.04F.

Notes pertain to this sheet only.

Property Markers

Property Boundary Line

Existing Grade Contour (Index)

Existing Grade Contour (Intermediate)

Existing Grade Spot Elevation

Existing Fresh Water Feature

Existing Fence

Existing Mailbox

Existing Utility Pole

Existing Guy

Existing Gas Utility Feature

Existing Overhead Electric

Existing Electric Feature

Existing Sanitary Sewer

Existing Sanitary Manhole

Existing Sanitary Lift Station

Existing Storm Pipe

916.40

925

LEGENDExisting Storm Sewer Structures

Existing Sign

Existing Telephone Box

Existing Water Meter

Existing Asphalt Surface

Existing Concrete Surface

Existing Aggregate Surface

Proposed Grade Contour (Index)

Proposed Grade Contour (Intermediate)

Proposed Fence

Proposed Grade Spot Elevation

Proposed Standard Duty Asphalt Pavement

Proposed Heavy Duty Asphalt Pavement

Proposed Concrete Surface

Proposed Storm Sewer Pipe

Proposed Roof Drain Collector

Proposed Storm Sewer Structure

Proposed Rock Riprap Outlet Protection

1257.50

1255

PLAN VIEWSCALE 1" = 30'

9030 600

NE

W

S

LAWGIVER CIR. INSET SCALE 1" = 30'

9030 600

Concrete Curb (Typical)

Concrete Parking Pad

Parallel Handicap Ramp

Asphalt Surface

Integral Walk & Curb

Sidewalk

Handicap Parking Signage, Typical

Wheel Stop, 1 @ Each HC Stall

Crosswalk

Handicap Logo, Typical

Detectable Warning Surface Detail

Details

1C102

1C102

1C102

2C102

2C102

3C102

3C102

4C102

4C102

4C102

4C102

4C102

4C102

4C102

5C102

5C102

6C102

6C102

6C102

6C102

6C102

6C102

7C102

7C102

TYP.

8C102

TYP.

8C102

1C102

1C102

1C102

1C102

1

1

Zoning InformationProperty is currently zoned PR (Planned Residential)

Dwelling units proposed 80Parking Required 120 stallsParking Provided 122 stallsDwelling Units per Acre 4 UnitsAcreage Required (80 Units) 20 Acres (30.748 Acres)Setbacks:                Front:    15'                Side:      15'                Rear       35'

6C102

7C102

8C102

9C102

5C102

4C102

2C102

3C102

1C102

2C102

3C102

7C102

TYP.

8C102

TYP.

9C102

2 Dumpster Enclosure. See Detail 6 Sheet C103.

3 Handicap parking and aisles not to exceed 2% slopein any direction.

4 Proposed Play Area. Refer to ArchitecturalSpecifications.

3

3 3

4

2

2

5C102

5C102

5C102

5C102

5C102

5C102

3C102

10C102

TYP.

10C102

LAWGIVER CIR

(50' R.O.W.)

N

E

WS

5 HVAC units to be placed on concrete pads perMechanical Specifications.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

6 Existing driveway to be repaired as needed afterinstalling Force Main.

7 New curb to match existing.

8 Project Sign. Refer to Architectural Plans.

1C102

7

7

7

76

8

9

9 Lift Station.

35' S

etba

ck

35' Setback

35' Setback35' Setback

15' Setback

15' S

etba

ck

15' Setback

15' Setback

35' Setback

35' Setback

2C103

11C102

Expansion Joint Detail

Sidewalk

Aggregate Pavement Detail

Underdrain Seepage Collector

Mesh Fence

Dumpster Enclosure

Chain Link Fence

6C103

5C103

4C103

2C103

3C103

1C103

3C103

10 Sidewalk repair for Force Main.

11 Stop sign, per Tennessee Department ofTransportation Specifications.

Existing asphalt to be saw cut.12

12

12

10

6C103

6C103

EDWARDS PLACE SUBDIVISION

Curb Cut

11

Permanent W

et Pond

5C103

7C402

7C402

2C102

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

0 - 2

:35p

m

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5-26

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

DBUR

Y CR

OSSI

NG A

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MENT

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FORPERMIT

PURPOSES

Site Details

C102

1 CONCRETE CURBNOT TO SCALE 2 CONCRETE PAVING

NOT TO SCALE 3 PARALLEL HANDICAP RAMPNOT TO SCALE 4 ASPHALT SURFACE

NOT TO SCALE

5 INTEGRAL WALK & CURBNOT TO SCALE 6 SIDEWALK

NOT TO SCALE 7 HANDICAP PARKING SIGNNOT TO SCALE 8 WHEEL STOP

NOT TO SCALE

Pavement18"

6"

6"R = 12" R = 1 12"

4" Concrete Slab (4,000 PSI with Air)/BrushFinish1.5 Pounds Per Cubic Yard PolypropyleneFiber Reinforcement WWF 6 x 6 - w1.4 x w1.4

8" concrete meeting 4000 psi with Air 1.5lb/cy polypropylene fiber reinforcementWWF 6 x 6 - w1.4 x w1.4

8" Aggregate base (Class A)Compacted subgrade andproof rolled

6'-0" See Planfor

landing widths

Edge of Ramp toMatch Pavement Truncated Dome Detectable Warning

Surface to be Provided. (Landing Width x24"). See Detail 11 Sheet C102.

12H:1V Max.Sidewalk

Sidewalk

6" Curb7'-

0" Min.

Reinforce concrete with polypropylene fibersat a rate of 1 12 pounds per cubic yard. Rampto have rough broom finish.

Provide 12" isolation joints between allconcrete curbing, sidewalks and buildingwalls. Joints to be depth of slab. Duo-Whiteexpansion joint material or equal to be used.Top 3 8" to be filled with sealant.

Concrete meeting 4000 psi with Air 1.5 lb/cypolypropylene fiber reinforcementWWF 6 x 6 - w1.4 x w1.4

New ramp to be a minimum of 4" thick.

6'-0"

7'-0"

Min.

Compacted Subgrade and Proofrolled

Asphalt Surface Course (Grade D)

Asphaltic Concrete Binder (Grade B)

Asphalt Repair Note: Areas of asphaltrepair shall have saw cut limitsextending through entire depth ofasphalt. Repair depths shall meetexisting conditions at a minimum with aproper compacted base.

Aggregate Base (Class A)

Tack Coat

Prime Coat

Asphalt Surface Course Asphaltic Concrete Binder Aggregate Base

1-1/2"2-1/2"

6"

1-1/2"2-1/2"

10"

Light Duty Heavy Duty

R = 1"

Width Varies - Refer to Plans4" Concrete Slab (4,000 PSI with Air)/Brush Finish1.5 Pounds Per Cubic Yard Polypropylene FiberReinforcement4" of AASHTO #57 Aggregate

Stabilized Subgrade As Specified

Pavement Dimensions Refer To This Point

6"1'

-0"

Asphalt Pavement

Notes:

Maximum Running Slope Is 5%. Maximum CrossSlope Is 2%.

Form or saw cut control joints within 24 hoursof placement to a depth of at least 14 of theslab thickness. Joints to be spaced at no morethan five feet center to center.

Provide 12" isolation joints between allconcrete curbing, building walls and theasphalt pavement. Joints to be depth of slab.Top 3 8" to be filled with sealant.

Provide a 1" deep continuous tool or saw cut6" from the top face of curb.

Width Varies - Refer to Plans

Stabilized Subgrade As Specified

4" # 57 Stone

4" Concrete Slab (4,000 PSI with Air)/BrushFinish1.5 Pounds Per Cubic Yard PolypropyleneFiber Reinforcement WWF 6 x 6 - w1.4 x w1.4

Notes:

Form or saw cut control joints within 24 hours of placement to a depth of at least 14 ofthe slab thickness. Joints to be spaced at no more than five feet center to center.Provide a 12" non-extruding expansion joint against structure and every 20' along walk.

Provide 12" isolation joints between all concrete curbing, building walls and the asphaltpavement. Joints to be depth of slab. Top 3 8" to be filled with sealant.

Maximum running slope is to be 5% maximum, unless noted otherwise. All cross-slopesare not to exceed 2%.

Post

Sign

Bearing Plate

LockWasher

12"

Provide a 12" x 18" sign, pole mounted in frontof each handicap parking space andmeeting design standards of Federal HighwayAdministration; Provide van accessible text atvan accessible spaces only.

Van Access Sign

18"

Heavy Duty U-Channel Sign Post

6'-0

" Abo

ve G

rad

e

V A NACCESSIBLE

ONLYPARKING

516" Steel Hex Head Bolt

316" ID x 1 14" OD Washer

MOUNTINGDIAGRAM

7'-0" Min. Length(To Be Centered in Parking Stall)

4" Min.

6" Min.24" Steel Anchor2 Each per Block Minimum

Parking blocks shall be precast concrete.

9 CROSSWALKNOT TO SCALE

Truncated Dome Detectable WarningSurface to be Provided.

(Landing Width x 24")

2.00' Typ. 2.00' Typ.

5.00

'

7.00' 19.00' 26.00' 7.00'

1.00' 1.00'

4-inch painted striping to be 1'-6" o.c.at 45° angle to be painted with white

reflective paint - Typ.2-foot striping to be painted with whitereflective paint - Typ.

19.00'

5°

R3.00'

0.50'

6'-0"

6'-0

"

.083'

BLUE SYMBOL

WHITE BACKGROUND

3.00

'

20°

1.17

'

1.83'

0.67'

0.50

'

0.83' ØBLUE STRIPE

10 HANDI-CAP LOGONOT TO SCALE

Min. 4'-0"Full Width of Curb Ramp

2'0"

Dep

th

0.2" 0.9"-1.4"

1.6"-2.4"

0.65"Min.

Top Diameter shall be50%-65% of the Base Diameter

PLAN VIEW

ELEVATION VIEW (TYP.)

Notes:

The detectable warning surfaces shall be yellow. The color yellow is used becauseyellow is the last color a visually impaired person can detect prior to total loss of vision.Detectable warning surfaces shall be constructed using products approved on theTDOT QPL No. 37.

The depth of detectable warning surfaces shall be 2 feet in the direction of pedestriantravel. At curb ramps and blended transitions, detectable warning surfaces shallextend the full width of the ramp run (Excluding any flared sides), blended transition, orturning space.

The detectable warning surface shall not be extended beyond crosswalk boundariesat locations lacking proper curb height.

See Tennessee Department of Transportation Drawing MM-CR-1.

11 DETECTABLE WARNING SURFACE DETAILNOT TO SCALE

6" concrete meeting 4000 psi with Air 1.5lb/cy polypropylene fiber reinforcementWWF 6 x 6 - w1.4 x w1.4

Aggregate base 6" (aftercompaction)

Compacted subgrade andproof rolled

HANDICAP PARKING AREA

ENTRANCE APRON

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

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FORPERMIT

PURPOSES

Site Details

C103

1 EXPANSION JOINT DETAILNOT TO SCALE

Expansion Joint

Firm In-Situ Soil.(Leveling Stone May BeRequired Per Section 303)

1/4" Radius On Corner

4" Min

.

Notes:

Expansion joints are o be placed 25 to 30 feet apart depending on transverse joint markings andneed to match curb expansion joint where sidewalk is built directly against curb, or as directed bythe Engineer where the proposed sidewalk is in contact with the street returns, on building linesproduced at street intersections, where walks lead to house or other entrances and any otherlocations where stresses may develop. The cost of all expansion joints is to be included in the unitprice bid for the proposed sidewalk.

When leaving a square opening in the sidewalk, the length of the side of the square opening shouldbe equal to the diameter of the fixed object plus 16 inches. It will be bordered by half inch expansionjoint.

When new sidewalk is placed adjacent to existing sidewalk the Contractor shall correct all abruptchanges and slopes to provide a smooth transition from the limit of construction to existingpedestrian facility.

See Tennessee Department of Transportation Drawing MM-SW-1.

Roadwayor Shoulder

Curb andGutter

2'-6"

Typical2.0'-5'5"

Grass Strip

Min 5' Sidewalkor 10' Shared-Use Path

For Sidewalk = 1' (Min.)For Shared-Use Path = 2' (Min.)

Cross Slope 1.5% Max.

TYPICAL SIDEWALK CROSS SECTIONWITH GRASS STRIPNotes:

Always place sidewalk as far away from the travelled way when possible. For specifications see"Standard Specifications for Road and Bridge Construction" of The Tennessee Department ofTransportation.

Where it becomes necessary to remove parts of existing concrete sidewalks or ramps, the resultingedges shall be cut to a neat line, and any offsets in such lines shall be made at right angles.Sidewalk width do not include the six inch curb width of proposed top of curb.

Maximum sidewalk cross slope is 1.5%. All sidewalks shall have a broom finish and shall be 4" thickunless the plans call for 6" thickness. The concrete shall be Class "A" at 3000 PSI. All cost to beincluded in item No. 701-01.01, Concrete Sidewalk (4"), S.F. OR 701-01.02, Concrete Sidewalk (6"), S.F.Concrete joint material to be flush with the sidewalk surface, one inch preformed filler in accordancewith Section 702.06 of the Standard Specifications.

Longitudinal joint markings will not be required on sidewalks that are 5 feet or less in width.

One longitudinal joint marking will be required on sidewalks over 5 feet but less than 9 feet in width.

Two longitudinal joint markings will be required on sidewalks over 9 feet but less than 12 feet in width.

Transverse joint markings are to be made to form blocks as nearly to square as practical.

See Tennessee Department of Transportation Drawing MM-SW-1.

THIS DETAIL ONLY APPLIES TO SIDEWALK WITHIN THE RIGHT-OF-WAY.

2 SIDEWALKNOT TO SCALE

Polypropylene Geotextile StabilizationLinq GTF 300 or Equivalent

2" of AASHTO #57 Aggregate

6" of AASHTO No.1Coarse Aggregate

3 AGGREGATE PAVEMENT DETAILNOT TO SCALE

5 MESH FENCENOT TO SCALE

3'-0

"

2'-0

"

12" DIA. POST HOLEFOOTING. COMPACTED

GRAVEL OR CONC.PER LOCAL REQ.

1'-0"

6"1'

-6"

1'-6

"

2 RAIL WOOD SPLIT RAILFENCE & 6" POSTS.

SET POSTS 8'-0" O.C. MAX.

3'-0

"

2'-0

"6"

1'-6

"1'

-6"

2"X3" WIREMESH FENCE

Linq 130 EX Filter Fabric or Equal

Dep

th V

arie

s

8" Perf. SDR 35 PVC Underdrain

Commercial GradeNo. 1 & No. 2 Stone Backfill

Soil Cover18" Min.

2.00'

4 UNDERDRAIN SEEPAGE COLLECTORNOT TO SCALE

6'-0

"3'

-0"

6'-6

"3'

-0"

1"

POST CAP

TENSION BANDTENSION BARCORNER/ END POST

12" DIA. CONCRETEPOST FIG.

FABRICPRE INSERTEDFABRIC SLOTS

TENSION WIRE

TOP RAILLINE POST

LINE POST CAP

6"6"

4"4"

6'-0

"3'

-0"

VINYL COATEDCHAIN LINKW/ VINYL SLATS

GRADE

8" DIA. CONCRETEPOST FIG.

6'-0

"3'

-0"

VINYL POST CAP

5 X 5 PT HEAVYDUTY VINYL

POST

VINYL COATEDCHAIN LINK FENCE

W/ VINYL SLATS

6" CONC.DUMPSTER PAD

12" DIA. CONC. POSTHOLE FOOTING OR

PERIMETER FOOTINGREFER TO DETAIL "A"

FOR LOCATION

6" COMPACTEDGRAVEL UNDER

CONC. FOOTING

3" DIA. PAINTED GALV.FENCE POSTS

VINYL COATED CHAIN LINKFENCE W/ VINYL SLATS

12" DIA. CONC. POSTHOLE FOOTING OR

PERIMETER FOOTINGREFER TO DETAIL "A"

FOR LOCATION6" COMPACTEDGRAVEL UNDERCONC. FOOTING

CONC. CAP

4" OR 6" DIA. STEEL PIPEGUARD FILL W/ CONC.;PAINT YELLOW

SLOPE CONC. AROUNDPIPE BASE

12" DIA. CONC. POSTHOLE FOOTING ORPERIMETER FOOTINGREFER TO DETAIL "A"FOR LOCATION

6" THICK 4000 PSI CONCRETEPAD W/ FIBER MESH OVER

MIN. 6" GRAVEL BASE

6"

23'-4"

20'-0

"

2%

MA

X

6'-4"

1'-0"

9'-0"

4'-6

"8'

-0"

8"

6"

SLO

PE

10'-6"

7'-6"

6'-0

"

6"

6"6'

-0"

6"

13'-0

"

10'-6" 8"

6" DIA. STEEL PIPE BOLLARDSFILLED WITH CONC. REFER TO

DETAIL M/AS0.2, TYP.

VINYL COATED CHAIN LINKFENCE W/ VINYL SLATS

HEAVY DUTY CHAIN LINK FENCE POSTW/ 12" DIA. POST FOOTING TYP ALLCORNERS AND ENDS REF: H/ASO.2

3" DIA. GALV. FENCEPOSTS

PARKING BLOCKS, TYP. OF 4LOCATIONS

1'-0" 1'-8" 5'-0" 1'-8" 1'-8" 5'-0" 1'-8" 1'-0"

6'-1

0"5'

-2"

3'-8"

DUMPSTER IS TO HAVE VINYL COATED CHAIN LINKFENCE GATES W/ VINYL SLATS TO MATCH ENCLOSURE.

INSTALL TURN BUCKLES TO FORM SUPPORT "X" ONBACK SIDE OF EACH GATE.

3'-0" MIN.

6"

CONCRETE WALK OR RAMPSLOPE @ 5% MAX AND 2%

CROSS SLOPE MAX

23'-4" X 20'-0" X 8" CONC.4000 PSI APRON W/ 6X6

WWM

2'-0

"

2'-0"19'-4"2'-0"

2% C

ROSS

SLO

PE M

AX

INA

NY

DIR

ECTIO

N

6 DUMPSTER ENCLOSURENOT TO SCALE

PLAYAREA

LIFT STATIONTOP-1138.96

INV-LOCKED RIM

LAWGIVER CIR(50' R.O.W.)

FOREST WILLOW LN(50'R.O.W.)

RIM-1142.88INV IN-1134.48

INV OUT-1134.41

RIM-1149.55INV IN-1144.55

INV OUT-1144.17

S 44°40'33" WS 44°52'36" W

S 61°

43'0

5" E

S 47°19'34" W

S 10°

09'52

" E

S 26°46'32" W

N 43

°35'

04" W

N 43

°33'

19" W

N 45°35'53" E

N 44°30'50" W

N 45°26'39" E N 45°38'28" E N 43°49'45" E

298.54'

495.

79'

1345.31'

66.83

'

35.99'

513.

64'

365.

22'

116.58'25.30'

27.17'84.70'

331.56'

EDWARDS PLACE BLVD(50' R.O

.W.)

LAWGIVER CIR

(50' R.O.W.)

N 40°48'44" E

N 39°24'26" E N 52°21'01" EN 44°37'27" E N 34°23'36" E

N 05°02'01" E

N 14°1

8'20"

W

N 38

°31'

48" W

N 54

°12'

32" W

N 73

°36'5

8" W

N 05°25'53" E

N 05°25'53" EN 10°12'23" E

S 63°05'09" E

N 44°40'10" E

196.73'57.13'

61.64' 70.98'47.99'

51.66'

51.18

'

52.9

3'51

.02'

50.5

4'

100.72'

38.89'

124.80'

843.45'

Existing36" RCP INV.=1110.07

INV.=1109.6824"CMP

INV.=1109.2824"CMP

INV.=1109.9424"CMP

INV.=1109.7624"CMP

C1

L31

1135

11301125

1115

1110

1115

1120

1125

1125

1120

1115

1115

1120

1125

1130

1135

1140

1150

1125

1120

1115

1110

1105

1100

1105

1110

1115

1120

1125

1145

1140

1135

1130

1135

1140

1145

1150

1150

1145

1140

1135

1130

1125

1120

1115

1115

1120

1125

1130

1135

1140

1150

1150

1145

1140

1135

1130

1125

1120

1115

1115

1120

1125

1130

1135

1140

11451140

TWIN OAK LANE

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR HC UNIT

2 BR A/V UNIT 3 BR HC UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

SMH

1135

1130

P1

P5B

P5A

P9

P13 P14

P15

SMH

P6

P7

P7A

P6A

P8 P8A P9AP12A P12B P12C

P10P10A

P11

P19P16

P20

P18P17

P22P23

1150

1155

1135

11451140

1145

1135

1140

1145

1140

1125

1130 1130

1137

1137

1132

1132

P14AP12

P5P4

P3

P2

2 BR HC UNIT

2 BR UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

1138

1140

1145

1135

Existing StormCatch Basin

Existing StormStructure

Existing StormCatch BasinTop:1143.09Inv.: 1140.09

18" HDPE

Existing StormCatch BasinTop:1143.06Inv.: 1139.76

18" HDPE

Existing Storm inlet full ofdebris and inaccessible

Existing Storminlet submergedand inaccessible

Existing StormCatch BasinTop:1136.13Inv.: 1132.23

18" HDPE

Existing StormCatch BasinTop:1138.91

Inv.: N/A15" HDPE

Existing StormCatch BasinTop:1141.73

Inv.: N/A15" HDPE

Existing StormCatch BasinTop:1143.21Inv.: 1140.21

15" HDPE

Existing StormCatch BasinTop:1138.23Inv.: 1134.23

18" HDPE

3 BR HC UNIT

1140

1140

Existing Storm Outlet18" HDPE Inv.: 1125.32

18" CPP

1138

HW2

HW3

1115

1155

1150

1160

1155

1145

1155

1160

1138

1140

1145

Ex. Conc. Drive

1135 1135

1135

1136

1137

1136 1135

FF: 1137.2Refer to Architectural

Drawings forDimensions & Building

Information

BUILDING B

BUILDING A1FF: 1138.2

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

BUILDING A2FF: 1134.4

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

1135

Existing Storm Outlet36" HDPE

Inv.: 1126.97

FF: 1138.25Refer to Architectural

Drawings forDimensions & Building

Information

CLUBHOUSE

Invert = 1133.77

1137

10 x 12SHED

P16A

1110

1120

1105

1115

1115

1115

50' Permanent St

ream Buffer

50' P

ermanent S

tream Bu

ffer

HW1

EDWARDS PLACE SUBDIVISION

18" Outlet = 1121.45

1119

1119

50'

50'

50'

1135

1120 1120

36" Outlet = 1116.00

18" Outlet = 1123.00

1130

1125

1130

1125

1130

1130

1125

1125

1120

8" Outlet = 1116.00

P21

1131

113311

34

1130

1130

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

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5-26

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

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SEd

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FORPERMIT

PURPOSES

Overall Grading Plan

C200

N

E

W

S

Property Markers

Property Boundary Line

Existing Grade Contour (Index)

Existing Grade Contour (Intermediate)

Existing Grade Spot Elevation

Existing Fresh Water Feature

Existing Fence

Existing Mailbox

Existing Utility Pole

Existing Guy

Existing Gas Utility Feature

Existing Overhead Electric

Existing Electric Feature

Existing Sanitary Sewer

Existing Sanitary Manhole

Existing Sanitary Lift Station

Existing Storm Sewer Pipe

Existing Storm Sewer Structures

Existing Sign

Existing Telephone Box

Existing Water Meter

Existing Asphalt Surface

Existing Concrete Surface

Existing Aggregate Surface

Proposed Grade Contour (Index)

Proposed Grade Contour (Intermediate)

Proposed Fence

Proposed Grade Spot Elevation

Proposed Standard Duty Asphalt Pavement

Proposed Heavy Duty Asphalt Pavement

Proposed Concrete Surface

Proposed Storm Sewer Pipe

Proposed Roof Drain Collector

Proposed Storm Sewer Structure

Proposed Rock Riprap Outlet Protection

916.40

925

LEGEND

1257.50

1255

PLAN VIEWSCALE 1" = 60'

18060 1200

SEEC203

SEEC201

60' Greenway Easement

Coded Notes

1

Notes pertain to this sheet only.

The sidewalk easement may extend through thisportion of Woodbury Crossing's site pendingcoordination between all parties

Easement shown to Twin Oak Lane is for a futuresidewalk extension from Lawgiver Circle and is forschematic purposes only. Knox County Engineeringand the adjacent school are to coordinate location.Woodbury Crossing will not be responsible for theconstruction or maintenance of the sidewalk.

2

1

260'

Greenway

Easement

PLAYAREA

EDWARDS PLACE BLVD(50' R.O

.W.)

Existing36" RCP INV.=1110.07

1135

11301125

1115

1150

1125

1120

11451140

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR HC UNIT

2 BR A/V UNIT 3 BR HC UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

1135.00

1136.351136.35

37.78 37.78

37.4

38.038.2

38.2

1135.9

38.0

CB1

1128.6

33.0

1129.1

1131.5

1132.651132.65

SMH

1137.82

1138.10

1149.10

1149.10

1137.30

1130.88

1131.59

1130.56

1130.79

1131.22

1130.41

1138.78

1138.70

1135

1130

1137.70

1137.70

1138.90

1137.70

1137.70

1137.70

1137.701137.70

1137.50

1137.70

33.98

1137.70

1133.75

1137.50 1136.701137.65

1137.95

1137.70

1133.25

1133.60 1133.60

1133.00 1133.00

1137.30 1137.30

1136.701136.70

CB2

P1

CB10

CB5

P5B

P5A

P9

P13 P14

P15

CB13

CB14

CB14ACB

12CB8

CB9

CB11

SMH

YD6A

P6

P7

P7A

YD3

YD4

YD6

YD5

YD7

P6A

P8 P8A P9A P12A P12B P12C

P10P10A

YD8

P11

SMH3

CB4

YD10

YD12

YD13

P19P16

P20

P18P17

1136.661135.12

P22 P23

1136.66 1136.66

YD1

YD2

SMH2

1135

1145 1140

1145

1135

1140

1145

1140

1125

1130 1130

1137

1137

1132

1132

P14AP12

P5P4

P3

P2

2 BR HC UNIT

2 BR UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

1138

1140

1145

15' Aquatic Bench

15' Aquatic Bench

15' Safety Bench

15' Safety Bench

Forebay 2Forebay 1

Top of Embankment: 1119.0

Existing StormStructure

Existing Storm inlet full ofdebris and inaccessible

Existing Storminlet submergedand inaccessible

Existing StormCatch BasinTop:1136.13Inv.: 1132.23

18" HDPE

3 BR HC UNIT

1140

1140

1138.10

1137.52 1137.45

1138.37

1138.62 1138.25

1137.70 1137.55

1138.10

1138.00 1137.20 1137.20 1137.20 37.0 1133.50 1133.50 1132.0

1131.04

1136.436.436.5

1137.801138.32

1138.10

1136.5

CB6

37.78 37.78 33.98

33.9833.98

1136.40

1135.50 1136.30

1135.001135.80

Existing Storm Outlet18" HDPE Inv.: 1125.32

18" CPP

1138

HW2

HW3

1115

Channel B

1138

1140

1145

Ex. Conc. Drive

1135 1135

1135

1136

1137

37.50

1136

1135

YD11

1136.781136.781136.78

FF: 1137.2Refer to Architectural

Drawings forDimensions & Building

Information

BUILDING B

BUILDING A1FF: 1138.2

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

BUILDING A2FF: 1134.4

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

CB3

1135

YD14

SMH1

Existing Storm Outlet36" HDPE

Inv.: 1126.97

Top of Embankm

ent: 1119.0Emergency Spillway: 1118.0

1136.78

1136.25

1136.25

1136.781136.78

FF: 1138.25Refer to Architectural

Drawings forDimensions & Building

Information

CLUBHOUSE

Invert = 1133.77

CB7

1137

10 x 12SHED

YD9A

P16A

1110

1120

1105

1115

1115

HW1

18" Outlet = 1121.45

36" x 36" x 8' Gabion Baskets

Bottom of Basin: 1104.0

1119

1119

36" x 36" x 8' Gabion Baskets

1136.20

1137.35

1137.26

50'

1135

1120 1120

36" Outlet = 1116.00

YD9

18" Outlet = 1123.00

Basin Access

Basin

Acc

ess

1130

1125

1130

1125

1130

1130

1125

1125

1120

8" Outlet = 1116.00YD15

1134.80 1133.81

1133.211133.71

1134.201134.70

P21

1131

113311

34

1130

1130

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

0 - 2

:36p

m

Q:\C

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5-26

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

DBUR

Y CR

OSSI

NG A

PART

MENT

SEd

war

ds P

lace

Bou

leva

rdC

orry

ton,

Kno

x C

ount

y, T

enne

ssee

FORPERMIT

PURPOSES

C201

Enlarged SiteGrading &

Drainage Plan

PLAN VIEWSCALE 1" = 30'

0 6030 90

1

2C202

3C202

4C103

50' Permanent Stream Buffer

2

2

2

2

2

2

2

2

2

28

C303

8C303

5C103

7C402

2C102

Property Markers

Property Boundary Line

Existing Grade Contour (Index)

Existing Grade Contour (Intermediate)

Existing Grade Spot Elevation

Existing Fresh Water Feature

Existing Fence

Existing Mailbox

Existing Utility Pole

Existing Guy

Existing Gas Utility Feature

Existing Overhead Electric

Existing Electric Feature

Existing Sanitary Sewer

Existing Sanitary Manhole

Existing Sanitary Lift Station

Existing Storm Pipe

916.40

925

LEGENDExisting Storm Sewer Structures

Existing Sign

Existing Telephone Box

Existing Water Meter

Existing Asphalt Surface

Existing Concrete Surface

Existing Aggregate Surface

Proposed Grade Contour (Index)

Proposed Grade Contour (Intermediate)

Proposed Fence

Proposed Grade Spot Elevation

Proposed Standard Duty Asphalt Pavement

Proposed Heavy Duty Asphalt Pavement

Proposed Concrete Surface

Proposed Storm Sewer Pipe

Proposed Roof Drain Collector

Proposed Storm Sewer Structure

Proposed Rock Riprap Outlet Protection

1257.50

1255

NE

WS

Catch Basin ~ CB-1Top Casting ............. 1138.50Outlet 12" (N) .......... 1135.50TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Sedimentation inlet controls shall be installed and maintained at all storm inlets.All proposed storm sewer pipe shall be DOUBLE WALL HIGH DENSITY POLYETHYLENE (HDPE) PIPE.

Proposed Storm Sewer System Information

Yard Drain ~ YD-1Top Casting ............. 1136.25Outlet 8" (E) ............. 1133.25ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Catch Basin ~ CB-2Top Casting ............. 1139.50Inlet 12" (S) ............... 1134.95Outlet 15" (NE) ....... 1134.95TDOT Standard No. 12 RectangularPrecast Conc. w/EJCO V-4140 Frame,7652M Grate, Hood

Catch Basin ~ CB-3Top Casting ............. 1139.50Inlet 15" (SW) ........... 1134.55Outlet 15" (E) ........... 1134.55TDOT Standard No. 12 RectangularPrecast Conc. w/EJCO V-4140 Frame,7652M Grate, Hood

Catch Basin ~ CB-4Top Casting ............. 1135.00Inlet 15" (W) ............. 1130.00Outlet 18" (NE) ......... 1130.00TDOT Standard No. 12 RectangularPrecast Conc. w/EJCO V-4140 Frame,7652M Grate, Hood

Catch Basin ~ CB-5Top Casting ............. 1135.00Inlet 12" (NW) .......... 1129.00Inlet 18" (SW) ........... 1129.00Inlet 8" (SE) ............... 1131.00Outlet 24" (NE) ......... 1129.00TDOT Standard No. 12 RectangularPrecast Conc. w/EJCO V-4140 Frame,7652M Grate, Hood

Catch Basin ~ CB-6Top Casting ............. 1136.50Inlet 8" (E) ................. 1132.50Outlet 12" (SW) ........ 1132.50TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Catch Basin ~ CB-7Top Casting ............. 1135.75Inlet 12" (NE) ............ 1132.00Outlet 12" (SE) ......... 1132.00TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Catch Basin ~ CB-8Top Casting ............. 1137.20Inlet 12" (NW) .......... 1131.50Inlet 8" (W) ............... 1132.50Outlet 12" (NE) ......... 1131.50TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Catch Basin ~ CB-9Top Casting ............. 1137.00Inlet 12" (SW) ............ 1131.00Inlet 8" (NE) .............. 1132.50Outlet 12" (E) ........... 1129.40TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Catch Basin ~ CB-10Top Casting ............. 1131.25Outlet 12" (E) ........... 1127.75TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Yard Drain ~ YD-3Top Casting ............. 1137.00Outlet 8" (SW) .......... 1134.00ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-2Top Casting ............. 1137.00Invert 8" .................... 1131.35ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-4Top Casting ............. 1133.25Outlet 8" (NE) .......... 1130.75ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-5Top Casting ............. 1133.25Invert 8" .................... 1129.77ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-6Top Casting ............. 1133.25Invert 8" .................... 1128.75ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-7Top Casting ............. 1137.25Outlet 8" (SW) .......... 1134.25ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-8Top Casting ............. 1133.25Inlet 15" (SW) ............ 1127.43Outlet 15" (NE) ......... 1127.43ADS Nyloplast 24" Basin Assemblyw/Cast Iron Grate

Yard Drain ~ YD-9ATop Casting ............. 1137.20Outlet 8" (NE) .......... 1134.20ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-10Top Casting ............. 1136.20Inlet 8" (SW) .............. 1133.20Outlet 8" (NE) ........... 1133.20ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-11Top Casting ............. 1135.20Inlet 8" (SW) .............. 1132.70Outlet 8" (NE) ........... 1132.70ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-13Top Casting ............. 1135.75Outlet 8" (SW) .......... 1132.75ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-14Top Casting ............. 1136.00Invert 8" .................... 1133.00ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Yard Drain ~ YD-15Top Casting ............. 1136.00Invert 8" .................... 1130.30ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Storm Manhole ~ SMH-1Top Casting ............. 1136.30Inlet 36" (NW) ........... 1126.97Outlet 36" (E) ............1126.30TDOT Standard No. 3 Manhole PrecastConc. w/EJCO 1177 Frame & Cover

Storm Manhole ~ SMH-2Top Casting ............. 1131.30Inlet 24" (SW) ........... 1121.22Inlet 36" (W) ............. 1125.50Outlet 36" (SE) ......... 1121.22TDOT Standard No. 3 Manhole - 72" ØPrecast Conc. Flat Slab Lid w/EJCOV-4140 Frame, 7652M Grate, Hood

Catch Basin ~ CB-11Top Casting ............. 1133.75Inlet 15" (SW) ............ 1127.00Outlet 15" (SE) .......... 1127.00TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Catch Basin ~ CB-12Top Casting ............. 1133.30Inlet 15" (NW) ........... 1126.30Inlet 8" (SW) ............. 1128.30Outlet 15" (SE) ......... 1126.30TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Catch Basin ~ CB-13Top Casting ............. 1128.60Inlet 15" (NW) ........... 1124.60Outlet 15" (NE) ......... 1124.60TDOT Standard No. 12 RectangularPrecast Conc. w/EJCO V-4140 Frame,7652M Grate, Hood

Catch Basin ~ CB-14Top Casting ............. 1126.90Inlet 15" (NW) ........... 1122.90Inlet 15" (SW) ............ 1121.90Outlet 18" (NE) ......... 1121.90TDOT Standard No. 12 RectangularPrecast Conc. w/EJCO V-4140 Frame,7652M Grate, Hood

Catch Basin ~ CB-14ATop Casting ............. 1130.75Outlet 15" (SE) ......... 1127.75TDOT No. 42 Square 32" x 32" PrecastConc. w/EJCO V-5732 Frame & Grate

Yard Drain ~ YD-12Top Casting ............. 1136.00Inlet 8" (SW) .............. 1131.25Inlet 8" (NE) .............. 1131.25Outlet 8" (NW) ......... 1131.25ADS Nyloplast 24" Basin Assemblyw/Cast Iron Grate

Yard Drain ~ YD-6ATop Casting ............. 1133.25Invert 38"x38"x18" Tee ...1126.05Inlet 8" (NW) ..............1130.25Inlet 8" (SE) ............... 1130.25ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

Storm Manhole ~ SMH-3Top Casting ............. 1130.00Inlet 18" (NW) ........... 1125.32Outlet 18" (SE) .......... 1125.00TDOT Standard No. 3 Manhole PrecastConc. w/EJCO 1177 Frame & Cover

Coded Notes

1 New sidewalk to connect to and match existingwalk.

Note pertain to this sheet only.

Yard Drain ~ YD-9Top Casting ............. 1137.25Inlet 8" (SW) ............. 1133.70Outlet 8" (NE) .......... 1133.70ADS Nyloplast 24" Inline Drainw/Cast Iron Grate

2 Contractor to connect all downspouts to stormsewer system. Coordinate locations withArchitectural Plans.

Concrete Paving

Underdrain Seepage Collector

Mesh Fence

Collection Ditch

Chain Link Fence

Details

5C103

4C103

8C303

7C402

2C102

Storm Sewer Pipe ChartPipe Size (In.) Length (Ft.) Slope (%) Pipe Size (In.) Length (Ft.) Slope (%)

P1 12 28.00 1.96

P2 15 18.67 2.14

P3 15 124.22 3.66

P4 18 86.00 1.16

P5 24 203.78 3.82

P5A 36 179.62 0.45

P5B 36 42.83 12.19

P6 12 94.00 0.53

P6A 8 67.00 2.61

P7 12 82.00 0.61

P7A 8 33.00 2.27

P8 12 30.00 0.53

P8A 12 64.00 0.53

P9 12 77.31 0.52

P9A 8 66.00 2.27

P10 15 72.00 0.44

P10A 15 97.00 0.44

P11 12 84.00 1.13

P12 15 82.31 2.07

P12A 8 65.00 1.51

P12B 8 68.00 1.51

P12C 8 29.00 1.51

P13 18 82.53 3.27

P14 18 26.71 1.68

P14A 15 90.00 5.39

P15 18 68.63 2.91

P16 8 56.75 0.88

P16A 8 24.10 2.07

P17 8 67.70 0.74

P18 8 87.72 1.65

P19 8 72.00 2.08

P20 8 11.92 2.10

P21 8 77.00 1.00

P22 8 300.00 0.90

P23 8 38.00 1.90

SAN SAN SAN

Existing36" RCP INV.=1110.07

1115

2 BR UNIT3 BR UNIT

2 BR UNIT3 BR UNIT

1136.351136.35

1128.61129.1

P5B

P9

P13 P14

CB13

CB14

YD12

YD13

P19

P20

P23

1136.66

SMH219

.00'

TYP. 69

9.00'

R=3.00'

R=65.00' 40.0

0'

9.00'9.00'26

.00'

TYP.

1125

1132

P5

5.00'

15' Aquatic Bench

15' Aquatic Bench

15' Safety Bench

15' Safety Bench

Forebay 2Forebay 1

50'

Infill Existing Sediment Basin

Top of Embankment: 1119.0

4' Sidewalk

7' Integral Walk & Curb

16.4

3'

1136.40

1135.50 1136.30

1135.001135.80

HW2

1115

Channel B

MH

MH

SAN

SAN

SAN

A

A'

B

B'

C

C'

1135

1135

1136 1135

1136.78

Top of Embankm

ent: 1119.0

Emergency Spillway: 1118.0

1136.78

1136.25

1136.25

1110

1120

1105

1115

1115

1115

HW1

18" Outlet = 1121.45

36" x 36" x 8' Gabion Baskets

Bottom of Basin: 1104.0

1119

1119

36" x 36" x 8

' Gabion Baskets

1136.20

50'

1120 1120

36" Outlet = 1116.00

18" Outlet = 1123.00

Basin Access

Basin

Acc

ess

1130

1125

1130

1125

1130

1130

1125

1125

1120

8" Outlet = 1116.00YD15

1134.80 1133.81

1133.211133.71

1134.201134.70

1131

113311

34

1130

0+00 1+00 2+001080

1100

1120

1140

1160

1080

1100

1120

1140

1160

15' Min.SafetyBench

15' Min.SafetyBench

15' Min.AquaticBench

15' Min.AquaticBench

Proposed Grade

Bottom of Basin: 1104.00

Inv.: 1107.00

4" PVC ~ 40.49 LF @ 9.9%

Existing Grade

Outlet Structure: 1117.00

3:1 Max. 3:1 Max.

Existing 36" RCP

Inv.:1110.07

Top of Embankment: 1119.00

A A'

0+00 1+00 2+00 3+00 4+00

1080

1100

1120

1140

1160

1080

1100

1120

1140

1160

15' Min.SafetyBench

15' Min.AquaticBench

Forebay 1

15' Min.AquaticBench

15' Min.SafetyBench

36" x 36" x 8" Gabion BasketTop Elevation: 1115.00

3:1 Max.

Bottom of Basin: 1104.00

Existing Grade

Proposed Grade

36" x 36" x 8" Gabion BasketTop Elevation: 1116.00

Forebay 2

C C'

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

0 - 2

:36p

m

Q:\C

lient

s\The

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\Woo

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ossin

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adan

\Eng

inee

ring\

Dra

win

gs\W

oda-

Woo

dbur

y Cr

ossin

g-M

AST

ER_0

5-26

-202

0.dw

g

Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

DBUR

Y CR

OSSI

NG A

PART

MENT

SEd

war

ds P

lace

Bou

leva

rdC

orry

ton,

Kno

x C

ount

y, T

enne

ssee

FORPERMIT

PURPOSES

Basin Information

C202

N

E

W

S

2 OUTLET STRUCTURENOT TO SCALE

3 SECTION B - B'NOT TO SCALE

10.00'

2

1

2

1

1 Section A - A'SCALE: 1" = 20'

Property Markers

Property Boundary Line

Existing Grade Contour (Index)

Existing Grade Contour (Intermediate)

Existing Grade Spot Elevation

Existing Fresh Water Feature

Existing Fence

Existing Mailbox

Existing Utility Pole

Existing Guy

Existing Gas Utility Feature

Existing Overhead Electric

Existing Electric Feature

Existing Sanitary Sewer

Existing Sanitary Manhole

Existing Sanitary Lift Station

Existing Storm Pipe

916.40

925

LEGENDExisting Storm Sewer Structures

Existing Sign

Existing Telephone Box

Existing Water Meter

Existing Asphalt Surface

Existing Concrete Surface

Existing Aggregate Surface

Proposed Grade Contour (Index)

Proposed Grade Contour (Intermediate)

Proposed Fence

Proposed Grade Spot Elevation

Proposed Standard Duty Asphalt Pavement

Proposed Heavy Duty Asphalt Pavement

Proposed Concrete Surface

Proposed Storm Sewer Pipe

Proposed Roof Drain Collector

Proposed Storm Sewer Structure

Proposed Rock Riprap Outlet Protection

1257.50

1255

PLAN VIEWSCALE 1" = 30'

9030 600

Existing 36" RCPElevation: 1110.76

Top of Structure - OpenGrate (24" x 24")Elevation: 1117.00

30" W x 39.5" H Weir toTop of StructureElevation: 1113.20

4" OrificeElevation: 1111.00

4 Section C - C'SCALE: 1" = 20'

B B'

3C2022

C202

1C202

4C

202

Refer to Section A - A'

J9"

JG

WR

KR

EB

WL

KL

J9"

J

G

G

3"BARS F or FB

@ 12" Max. Spa. 3"

J J

9"+T

/23"

Bars

WXL

12" M

ax.

Serie

s Bar

s WYL

12"

3"

9"

Bend

in fi

eld

, fro

nt fa

ce a

nd b

ack

face

Y

Bars FC

Series Bars WL or WS

Back Face

Front Face

Max

.or

WXS

@12

" Max

.Sp

ac.

or W

YS @

12" M

ax.

Spac

.

Series BarsWLA or WSA

EF

Back Face

Front Face

Back F

ace

Front F

ace

B

BB

B

A

A

PLANSECTION B-BSECTION A-A

G

3"BARS FA

@ 12" C.C.Max. Spa. 3"

9"+T

/2

J J

Bars FD

Bars T or TA

Bars W(Bend in field)

9"

D +

T

DHEADWALL DIMENSIONS

18"36"

T6"

1'-0"

H1'-0"2'-0"

J1'-0"1'-0"

G2'-9"2'-9"

EF2'-0"4'-0"

EB2'-10 1/8"

4'-10"

WR2'-11"5'-5"

KR2'-6"5'-0"

WL2'-11"5'-5"

KL2'-6"5'-0"

Y5'-0"

10'-0"

5C202

5C202

5C202

5 TDOT TYPE B CONCRETE ENDWALLNOT TO SCALE

HEADWALL PIPE INVERTSHW1 - 36" PIPE @ 1116.30HW2 - 18" PIPE @ 1121.45HW3 - 18" PIPE @ 1123.00

PIPE

BILL OF STEEL

18"

BARS FT.L.2'-9"

N.R.4

BARS FBT.L.2'-9"

N.R.4

BARS FCT.L.2'-5"

N.R.6

BARS WXLT.L.2'-9"

N.R.4

BARS WXST.L.2'-9"

N.R.4

SERIES BARS WYL(2 REQ'D)

A1'-5"

B1'-5"

C0"

X1

T.L.1'-5"

SERIES BARS WYS(2 REQ'D)

A1'-5"

B1'-5"

C0"

X1

T.L.1'-5"

SERIES BARS WL(1 REQ'D)

A2'-7"

B1'-7"

C6"

X3

T.L.8'-3"

SERIES BARS WS

A2'-7"

B1'-7"

C6"

X3

T.L.8'-3"

(1 REQ'D)SERIES BARS WLA

A2'-7"

B1'-7"

C6"

X3

T.L.6'-3"

(1 REQ'D)SERIES BARS WSA

A2'-7"

B1'-7"

C6"

X3

T.L.6'-3"

(1 REQ'D)SERIES BARS FA

A6'-9"

B4'-3"

C10"

X4

T.L.22'-0"

(1 REQ'D) BARS FDT.L.3'-9"

N.R.4

W(4 BARS)

6'-0"

T(2 BARS)

8'-11"

TA

A2'-9"

(2 BARS)

B2'-0"

T.L.9'-1"

36" 5'-8" 4 5'-9" 4 2'-5" 13 5'-3" 6 5'-3" 6 3'-10" 3'-10" 0" 1 3'-10" 2'-11" 4'-11" 4 3/4" 6 27'-6" 8'-8" 6'-2" 10" 4 29'-8" 3'-9" 6 7'-11" 13'-7" 5'-9" 4'-0" 17'-1"3'-10" 3'-10" 0" 1 3'-10" 2'-11" 4'-11" 5 22'-11"6" 2'-11" 4'-11" 7 27'-5"4" 2'-11" 4'-11" 5 19'-7"6"

Refer to Tennessee Department of Transportation Drawings D-PE-9, A, B, C, D, E, F

1.00

'

Top of EmbankmentElevation: 1119.00

Level Section 10 x 13Elevation: 1118.00

AQUATIC BENCH PLANTINGS:

Scirpus pungens (Three-Square Rush)Typha latifolia (Cattail)Scirpus acutus (Hard-Stem Bullrush)

Install plants in single-species clusters with average density of eight (8) plants per 50 square feet.

7' In

tegr

al W

alk

& C

urb

EDWARDS PLACE BLVD(50' R.O.W.)

1150

2 BR

UNI

T3

BR U

NIT

37.4

38.0

38.2

38.0

1137

.82

1138

.10

1149

.10

1149

.10

1137

.30

1138

.78

1138

.70

1135

1138

.90

1137

.70

1137

.70

1137

.50

1137

.65

1137

.95

1137

.70

P1

P7

P7A

P16

P17

1145

1145

1140

1137

1137

P3

P2

1138

114011

45

5' S

idew

alk

5' Sidewalk

1140

1138

.10

1137

.52

1137

.45

1138

.37

1138

.62

1138

.25

1137

.70

1137

.55

1138

.10

1138

.00

36.4

36.5

1137

.80

1138

.32

1138

.10

1138

1140

1145

0+00 1+

00

2+00

Ex. C

onc.

Driv

e

37.50

1136

.78

FF: 1

138.

25Re

fer t

o A

rchi

tect

ural

Dra

win

gs fo

rD

imen

sions

& B

uild

ing

CLUB

HOUS

E

1137

P16A

1137

.35

1137

.26

4' Sidewalk

4' Sidewalk

0+00 1+001120

1140

1160

1180

1120

1140

1160

1180

11901190

End of Existing AsphaltExisting Grade

Proposed Grade

Proposed Sidewalk

9.0%3.0%

94.82K-Value: 12.0

72.11K-Value: 12.0St

a.: 0

+01.

6Ex

. El.:

1148

.55

Pro.

El.:

1148

.55

Sta.: 0+49.0Ex. El.:1148.03Pro. El.:1147.09

Sta.

: 0+9

6.4

Ex. E

l.:11

50.0

0Pr

o. E

l.:11

43.7

6

Sta.

: 1+1

2.3

Ex. E

l.:11

46.0

0Pr

o. E

l.:11

42.3

4

Sta.

: 1+8

4.4

Ex. E

l.:11

35.9

6Pr

o. E

l.:11

38.0

0

Sta.: 1+48.3Ex. El.:1137.90Pro. El.:1139.63

2+00

R = 1206.8'R = 1203.0'

1150

1155

1155

1150

1160

1155

1160

0+00

1+00

1155.9

1155.4

Proposed Grade

Existing Grade

2.5:1 + 2.00%

End of Existing Asphalt

Sta.: 0+35.9Ex. El.:1152.9Pro. El.:1252.9

1120

1140

1160

1180

1120

1140

1160

1180

0+00 1+00 2+00

1190 11901190 1190

Sta.

: 0+2

9.6

Ex. E

l.:11

52.8

Pro.

El.:

1152

.8

Sta.

: 0+4

2.3

Ex. E

l.:11

53.2

Pro.

El.:

1153

.1

12.69K-Value: 25.0R = 2501.2'

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

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FORPERMIT

PURPOSES

Road Profiles

C203

N

E

W S

1 Road ProfileSCALE: 1" = 20'

N

EW

S

PLAN VIEWSCALE 1" = 20'

6020 400

Property Markers

Property Boundary Line

Existing Grade Contour (Index)

Existing Grade Contour (Intermediate)

Existing Grade Spot Elevation

Existing Fresh Water Feature

Existing Fence

Existing Mailbox

Existing Utility Pole

Existing Guy

Existing Gas Utility Feature

Existing Overhead Electric

Existing Electric Feature

Existing Sanitary Sewer

Existing Sanitary Manhole

Existing Sanitary Lift Station

Existing Storm Sewer Pipe

Existing Storm Sewer Structures

Existing Sign

Existing Telephone Box

Existing Water Meter

Existing Asphalt Surface

Existing Concrete Surface

Existing Aggregate Surface

Proposed Grade Contour (Index)

Proposed Grade Contour (Intermediate)

Proposed Grade Spot Elevation

Proposed Standard Duty Asphalt Pavement

Proposed Heavy Duty Asphalt Pavement

Proposed Concrete Surface

Proposed Storm Sewer Pipe

Proposed Roof Drain Collector

Proposed Storm Sewer Structure

Proposed Rock Riprap Outlet Protection

916.40

925

LEGEND

1257.50

1255

PLAN VIEWSCALE 1" = 20'

6020 400

2 Road ProfileSCALE: 1" = 20'

R=100.00'

R=250.00'R=250.00'

1152.88

1153.00PTPC

PT

PC

PT

PC

Ex.1152.44

Ex.1152.51 1152.50

1152.38

1153.00

LAWGIVER CIR(50' R.O.W.)

PLAYAREA

N 44°30'50" W

N 45°26'39" E N 45°38'28" E N 43°49'45" E

116.58'25.30'

27.17'84.70'

331.56'

EDWARDS PLACE BLVD(50' R.O

.W.)

N 40°48'44" E

N 39°24'26" E N 52°21'01" E196.73'

57.13'

1135

113011251125

11451140

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR HC UNIT

2 BR A/V UNIT 3 BR HC UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

CB1

SMH

1135

1130

CB2

P1

CB10

CB5

P5B

P5A

P9

P13 P14

P15

CB13

CB14

CB14ACB

12CB8

CB9

CB11

SMH

YD6A

P6

P7

P7A

YD3

YD4

YD6

YD5

YD7

P6A

P8 P8A P9A P12A P12B P12C

P10P10A

YD8

P11

SMH3

CB4

YD10

YD12

YD13

P19P16

P20

P18P17

P22 P23

YD1

YD2

SMH2

1135

1145 1140

1145

1135

1140

1145

1140

1125

1130 1130

1137

1137

1132

1132

P14AP12

P5P4

P3

P2

2 BR HC UNIT

2 BR UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

1138

1140

1145

15' Aquatic Bench

15' Aquatic Bench

15' Safety Bench

15' Safety Bench

Forebay 2Forebay 1

Existing StormCatch Basin

Existing StormStructure

Existing Storm inlet full ofdebris and inaccessible

Existing Storminlet submergedand inaccessible

3 BR HC UNIT

1140

1140 CB6

Existing Storm Outlet18" HDPE Inv.: 1125.32

1138

HW2

HW3

1115

1138

1140

1145

Ex. Conc. Drive

1135 1135

1135

1136

1137

1136

1135

YD11

FF: 1137.2Refer to Architectural

Drawings forDimensions & Building

Information

BUILDING B

BUILDING A1FF: 1138.2

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

BUILDING A2FF: 1134.4

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

CB3

1135

YD14

SMH1

Existing Storm Outlet36" HDPE

Inv.: 1126.97

Emergency Spillway: 1118.0

FF: 1138.25Refer to Architectural

Drawings forDimensions & Building

Information

CLUBHOUSE

Invert = 1133.77

CB7

1137

10 x 12SHED

YD9A

P16A

1120

1105

HW1

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

A

A'

SITE SECTION

18" Outlet = 1121.45

36" x 36" x 8' Gabion Baskets

Bottom of Basin: 1104.0

36" x 36" x 8' Gabion Baskets

1135

1120 1120

36" Outlet = 1116.00

YD9

18" Outlet = 1123.00

Basin Access

Basin

Acc

ess

B SITE SECTIONB'

1130

1125

1130

1125

1130

1130

1125

1125

1120

8" Outlet = 1116.00YD15

P21

1131

113311

34

1130

1130

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

1100

1120

1140

1160

1180

1100

1120

1140

1160

1180

Existing Grade

Proposed Grade

-3.98% -1.29% -0.10% -2.82% -1.38%

0+75 1+00 2+00

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

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FORPERMIT

PURPOSES

C204Site Profile

NE

W

S

PLAN VIEWSCALE 1" = 30'

0 6030 90

Property Markers

Property Boundary Line

Existing Grade Contour (Index)

Existing Grade Contour (Intermediate)

Existing Grade Spot Elevation

Existing Fresh Water Feature

Existing Fence

Existing Mailbox

Existing Utility Pole

Existing Guy

Existing Gas Utility Feature

Existing Overhead Electric

Existing Electric Feature

Existing Sanitary Sewer

Existing Sanitary Manhole

Existing Sanitary Lift Station

Existing Storm Sewer Pipe

Existing Storm Sewer Structures

Existing Sign

Existing Telephone Box

Existing Water Meter

Existing Asphalt Surface

Existing Concrete Surface

Existing Aggregate Surface

Proposed Grade Contour (Index)

Proposed Grade Contour (Intermediate)

Proposed Fence

Proposed Grade Spot Elevation

Proposed Standard Duty Asphalt Pavement

Proposed Heavy Duty Asphalt Pavement

Proposed Concrete Surface

Proposed Storm Sewer Pipe

Proposed Roof Drain Collector

Proposed Storm Sewer Structure

Proposed Rock Riprap Outlet Protection

916.40

925

LEGEND

1257.50

1255

AISLE PROFILESCALE 1" = 30'

0 6030 90

0+00 1+00 2+00 3+00 4+00 5+001100

1120

1140

1160

1180

1200

1220

1100

1120

1140

1160

1180

1200

1220

Forre

st W

illow

Lan

e - C

urb

Prop

erty

Lin

e

4' Sidewalk

BUILDING A1FF: 1138.2

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

FF: 1137.2Refer to Architectural

Drawings forDimensions & Building

Information

BUILDING B EX. HOUSE

Sidewalk

7' Sidewalk Asphalt Pavement

P6A P8A

P4P19

7' Sidewalk

P22

Existing Grade

Proposed Grade

A A'

0+00 1+00 2+00 3+00

1100

1120

1140

1160

1180

1200

1220

1100

1120

1140

1160

1180

1200

1220

Forre

st W

illow

Lan

e - C

urb

EX. HOUSEPr

oper

ty L

ine

Ex. Fence

Y.D. 84' Sidewalk

BUILDING A2FF: 1134.4

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

Y.D. 5

Asphalt PavementConcrete Pavement

Parking BLock

B B'

ISSU

E#

DATE

REVI

SION

S

NOTES:

DATE ISSUED: April 20, 2020DRAWN: DJB/RLL CHECKED: CG

171 West Main StreetP.O. Box 695

St. Clairsville, Ohio 43950Office: 304.845.8480

chadanengineering.com

CHADANENGINEERING, INC.

May

26,

202

0 - 2

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Woodbury Crossing

CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200

WOO

DBUR

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FORPERMIT

PURPOSES

C205Site Sections

SITE SECTION A - A'SCALE 1" = 30'

0 6030 90

SITE SECTION B - B'SCALE 1" = 30'

0 6030 90

mreynolds

Typewritten Text

6-SA-20-C 6-A-20-UR Revised: 5/26/2020

mreynolds

Typewritten Text

6-SA-20-C 6-A-20-UR 4/20/2020

mreynolds

Typewritten Text

6-SA-20-C 6-A-20-UR 4/20/2020

PLAYAREA

7' Integral Walk & Curb

7' Integral Walk & Curb

4' Sidewalk

N 4

3°33

'19"

W

N 45°35'53" E

N 44°30'50" W

N 45°26'39" E N 45°38'28" E N 43°49'45" E

513.

64'

365.

22'

116.58'25.30'

27.17'84.70'

331.56'

EDWARDS PLACE BLVD

N 40°48'44" E

N 39°24'26" E N 52°21'01" E196.73'

57.13'61.64'

Existing36" RCP INV.=1110.07

24" HDPE INV.=1114.05

24" HDPE INV.=1114.12

PARCEL30.748 ACRES

1135

11301125

1115

1150

1125

1120

11451140

STAND PIPE TOP=1116.376"PVC INV.=1111.16TOP OF WALL=1117.92TOP OF WEIR=1116.3636" RCP INV.=1110.76

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR UNIT 3 BR UNIT 2 BR UNIT3 BR UNIT

3 BR UNIT3 BR UNIT

2 BR HC UNIT

2 BR A/V UNIT 3 BR HC UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

SMH

1135

1130

P1

P5B

P5A

P9

P13 P14

P15

SMH

P6

P7

P7A

P6A

P8 P8A P9A P12A P12B P12C

P10P10A

P11

P19P16

P20

P18P17

P21

P22 P23

1135

1145

1125

1140

1145

1135

1125

1140

1145

1130

1140

1125

1130 1130

1130

1130

1130

1125

1137

1137

1132 1131

1132

1130

1130 P14AP12

P5P4

P3

P2

2 BR HC UNIT

2 BR UNIT3 BR UNIT

2 BR UNIT

2 BR UNIT

3 BR A/V UNIT

3 BR UNIT

1138

1140

1145

50'

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LODLOD

LODLOD

LOD LOD

LOD

LOD

5' Sidewalk

5' S

idew

alk

4' S

idew

alk

4' Sidewalk 4' Sidewalk

7' Integral Walk & Curb

7' Integral Walk & Curb

4' Sidewalk

4' S

idew

alk

3 BR HC UNIT

1140

1140

8" Outlet = 1129.58

1138

HW2

HW3

1115

MH

MH

FH

FH

W

W

W

W

W

W

W

W

W

W

W

W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

MH

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

CO

CO

COCO

SAN

SAN

SAN

SANSAN

W

WM

WW

WW

W

W

W

W

W

W

W

WW

1138

1140

1145

0+00

1+00

2+00

Ex. Conc. Drive

1135 1135

1135

1136

1137

1136

1135

1134

1133

FF: 1137.2Refer to Architectural

Drawings forDimensions & Building

Information

BUILDING B

BUILDING A1FF: 1138.2

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

BUILDING A2FF: 1134.4

Refer to ArchitecturalDrawings for

Dimensions & BuildingInformation

1135

FF: 1138.25Refer to Architectural

Drawings forDimensions & Building

Information

CLUBHOUSE

Invert = 1133.77

1137

SAN

SAN

SAN

SAN

SAN

FM

FMFM

FMFM

FM

FM

FM

FM

FM

FM

FMFM

FM

10 x 12SHED

P16A

1110

1120

1105

1115

1115

A'

18" Outlet = 1121.45

1119

1119

WMWM

WM

W

W

W

50'

1135

1120 1120

4' S

idew

alk

4' S

idew

alk

18" Outlet = 1123.00

Basin Access

Basin

Acc

ess

B'

ZONING:SITE AREA:30.7 ACRES

GENERAL TREE PLANTING REQUIREMENTS8 TREES/ ACRE x 7.0 ACRES 56 TREES 56 TREES

REQUIRED PROVIDED

SITE DATARESIDENTIAL

DISTURBED AREA: 7.0 ACRESWOODED AREA TO BE PRESERVED: 13.77 ACRES

5/22/2020

LA

ND

SC

AP

E P

LAN

PRO

POSE

D S

ITE

FOR

:

WOODBURY CROSSING

KN

OXV

ILLE

, TE

NN

ES

SE

E

REL

EASE

DAT

E: 0

5/22

/202

0B

Y: c

bR

EV

1:

Heibert+BallLAND DESIGN1894 Gen. Geo. Patton Dr.

Suite 400

Franklin, TN 37067

Tel: 615.376.2421

www.hblanddesign.com

L1.0

0

SCALE:

feet30 60 90

1" = 30'

NORTH

LA

ND

SC

AP

E N

OTE

S

PRO

POSE

D S

ITE

FOR

:

WOODBURY CROSSING

KN

OX

CO

., TE

NN

ES

SE

E

REL

EASE

DAT

E: 0

5/22

/202

0B

Y: c

bR

EV

1:

Heibert+BallLAND DESIGN1894 Gen. Geo. Patton Dr.

Suite 400

Franklin, TN 37067

Tel: 615.376.2421

www.hblanddesign.com

L1.1

PLANTING NOTES:1. Refer to all written specifications; adhere to Plans and Specifications for all phases of work.2. Verify all utility locations in the field before work begins. Repair damaged utilities to owners

satisfaction at no additional cost.3. Verify all material quantities on the drawing during bidding and pricing. In the event of a

discrepancy, the quantities drawn on the plan will take precedence over the material schedule.4. All materials are subject to the approval of the Landscape Architect, City, and Owner.5. Once unloaded from truck, immediately stand all trees up. DO NOT lie the trees down. This will

reduce the risk of sunscald.6. Plants shall meet specifications. Root balls shall meet or exceed size standards as set forth by

'American Standards for Nursery Stock'. Main leaders of all trees shall remain intact.7. Mulch plant pits and planting beds with specified mulch to the depth indicated on drawings.8. Prepare all topsoil used in tree, shrub, and seed mixes in accordance with the specifications9. Discard any material which turns brown or defoliates within 5 days after planting. Replace

immediately with approved specified material at no additional cost.10. Maintain all plant material and lawns until project is accepted in full by the City.11. Guarantee all workmanship and materials for a period of 1 calendar year.12. Install all plant material in accordance with all local codes and ordinances. Obtain any required

permits necessary to complete the work.13. Provide 6" of topsoil for lawn areas (12" min. over rock), min. 24" of topsoil for shrub zones, and

min. 48" deep for tree pits. Refer to specific root ball sizes for the min. diameter tree pit.14. Trees shall be first quality representatives of their species and shall meet all requirements

otherwise stipulated. The Landscape Architect reserves the right to reject plant materials in thefield, at the growing location, or at the job site at any time during the project.

15. Test all tree pits for drainage. Any tree pit that holds water for more than 24 hours shall beinstalled using filter fabric wrapped perforated drainage tube (sloped to low point) and a washedpea gravel pit well drain

SHRUB BED PLANTING

3"-4" MULCH: SEE PLANS FOR SPECIFIED TYPE

SOIL SAUCER: GENTLY COMPACTED TOPSOIL

GURDLING. REMOVE OR BEND BACK TOP OF BURLAPFROM THE CROWN OF THE SHRUB TO PREVENTTWINE AT TOP OF BALL SHALL BE CUT AWAY

BACKFILL SETTING BED

SET TOP OF ROOTBALL TO BE 1"-3" HIGHER

EXISTING SUBGRADE

FINISHED GRADE

THAN FINISHED GRADE

OR WIRE BASKET TO BELOW EXISTING GRADE.NON-BIODEGRADABLE MATERIAL SHALL BETOTALLY REMOVED.

FOR SPECIFIED SPACINGSEE PLANT LIST

6" MIN.TYP.

MIN

.4"

1"-3

"

MIXTURE 150 mm (6") MIN.TAMPED TOPSOIL OR NATIVE SOIL

PARKING ISLAND TREE PLANTING

MOUND ISLAND 12" MINIMUM ABOVECURBLINE

TAMP BACKFILL TO BOTTOM OFROOTBALL

PARKING LOT BASE COURSETHROUGHOUT ISLAND SHALL BE

REMOVED TO WITHIN 6 INCHES OFBACK-OF-CURB.

FOR PARKING LOT ISLAND OR MEDIAN

BACKFILL THROUGHOUT ISLAND SHALL BESIFTED, QUALITY TOPSOIL FREE OFCONSTRUCTION DEBRIS, WITH A MINIMUM 6%ORGANIC MATERIAL AND PH RANGE OF 5.5 TO 7.

MIN.30"

EXISTING SUBGRADE

TREE WELL SHOULD BE EXCAVATED TO AMINIMUM DEPTH OF 30 INCHES INSIDE THEISLAND

5'

MULCH-SEE PLANS FOR TYPE. MIN. 6"FROM TRUNK

DECIDUOUS TREE PLANTING

VISIBLE AND SHALL BE NO LOWER THAN (2") INTO THE SOIL.

MULCH SHALL BE A MINIMUM OF (6") FROM TRUNK.

TOP OF MAIN ORDER ROOTS (THE ROOT/TRUNK FLARE) SHALL BE

EXISTING SUBGRADE

FINISHED GRADE

SHALL BE TOTALLY REMOVED

PREPARED SUBGRADE PEDESTAL

SOIL SAUCER BACKFILL: USE PREPARED TOPSOIL (6") MIN.

ROPES AT TOP OF BALL SHALL BE CUT. REMOVETOP 1/3 OF BURLAP. NON-BIODEGRADABLE MATERIAL

SET TOP OF ROOTBALL 2"-4" ABOVE FINISHED GRADE

MULCH: SEE PLAN FOR TYPE

SLOPE PITS 60 DEGREES DO NOT PROVIDE VERTICAL WALLS

2X ROOT BALL DIAMETER

5'NOTES:1. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.2. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL.3. DELETE EARTH RING FOR INDIVIDUAL PLANTS IN BED AREAS

P-NO-12

GROUNDCOVER PLANTINGSPLANSECTION

SEE PLANTVARIES

MIN

.

SCHEDULE

6"

MIN. 4"MULCH

PLANTINGSOIL MIX

SUBGRADE LOOSENEDTO 12" DEPTH

GROUNDCOVER, GRASSES, AND PERENNIALS

SEE PLANTVARIES

SCHEDULE

TREE SPECIFICATIONS: ALL TREES SHALL HAVE THE FOLLOWING CHARACTERISTICS:1. Deciduous trees shall have one dominant single straight trunk with the tip of the leader on the main trunk left intact and the terminal bud on the central leader is at the highest point on the tree.2. Trees with forked trunks are acceptable if all the following conditions are met: a. The fork occurs in the upper 1/3 of the tree. b. One fork is less than 2/3 the diameter of the dominant fork. c. The top 1/3 of the smaller fork is removed at the time of planting.3. No branch is greater than 2/3 the diameter of the trunk directly above the branch.4. The trunk and/or major branches shall not touch5. Several branches are larger in diameter and obviously more dominant.6. Branching habit is more horizontal than vertical, and no branches are oriented nearly vertical to the trunk.7. Branches are evenly distributed around the trunk with no more than one major branchlocated directly above another and the crown is full of foliage evenly distributed around the tree8. Crown spread shall look proportional to the tree.9. NO flush cuts or open trunk wounds or other bark injury10. Root ball meets all ANSI standards and is appropriately sizedDEFICIENCIES NOT ACCEPTED:1. Tip dieback on 5% of branches2. Crown thin/spasely foliated3. Included bark4. Major Branches touching5. Asymmetrical branching

TO AVOID OVERHEAD UTILITY CONFLICTS:In the event proposed canopy trees are in conflict (within 25') with proposed or existing overheadutility locations, the landscape contractor shall stop work and contact Heibert+Ball Land Designimmediately for coordination and field adjustment.

TO AVOID OVERHEAD LIGHT POLE CONFLICTS:In the event proposed canopy trees are in conflict (within 10') with proposed or existing light polelocations, the landscape contractor shall stop work and contact Heibert+Ball Land Designimmediately for coordination and field adjustment

UTILITY SCREENAll utility structures, transformers, meters, and/or units shall be screened with plant material tallenough to provide an effective screen. Structures not shown on landscape plans will be requiredto be screened. If utilities are added to the site, contact Heibert+Ball Land Design for screeningrecommendations

PLANT STANDARDSThe standards set forth in "American Standard for Nursery Stock" represent general guidelinespecifications only and will constitute minimum quality requirements for plant material. All plantsmust meet minimum size noted at the materials schedule. And meet the characteristics stated on thisdrawing. All material installed on the site MUST meet or exceed these specifications. Any trees orshrubs not meeting these standards can be rejected at time of inspection.

Landscape shall not obstructvisibility or access to fireprotection equipment including,but not limited to, fire hydrantsand fire department connections

SUBSTITUTION NOTE:1. Requirements shown are per the City Zoning Ordinance. Substitutions are not allowed unlessapproved by the City and Heibert+Ball Land Design

LANDSCAPE NOTES:1. Contractor responsible for locating and protecting all underground utilities prior to digging.2. Contractor responsible for protecting existing trees from damage during construction as shown on plans.3. Contractor to install 6” minimum depth of clean, friable topsoil at all planting beds and lawn areas prior to

fine grading. see topsoil specification sheet l-1.3.4. All shrub beds (existing and new) to be mulched with a 3-4 inch minimum layer of mulch .5. Existing grass in proposed planting areas to be killed and removed and area to be hand raked to remove

all rocks and debris larger than 1 inch in diameter prior to planting shrubs or laying sod. Landscapecontractor to provide fine grading.

6. Any existing grass disturbed during construction to be fully removed, re-graded and replaced. All tiremarks and indention to be repaired.

7. Soil to be tested to determine fertilizer and lime requirements and distributed prior to laying sod.8. Sod to be delivered fresh (cut less than 24 hours prior to arriving on site), laid immediately, rolled, and

watered thoroughly immediately after planting. edge of sod adjacent to mulch beds to be shovel cut.All sod to be delivered in largest rolls available. there shall be no gaps between sod joints.

9. Planting mix to be provided as specified in the landscape specifications.10. The landscape contractor shall guarantee all plants installed for one full year from date of acceptance.

All plants shall be alive and at a vigorous rate of growth at the end of the guarantee period. Thelandscape contractor shall not be responsible for acts of god or vandalism.

11. Any plant that is determined dead, in an unhealthy or unsightly condition, lost its shape due to deadbranches or other symptoms of poor, non-vigorous growth, as determined by the landscape architect,shall be replaced by the landscape contractor at no cost to owner.

12. Prior to installation, the landscape contractor shall inspect the subgrade, general site conditions, verifyelevations, utility locations, irrigation, approve topsoil provided by general contractor and observe the siteconditions under which the work is to be done. Notify general contractor of any unsatisfactory conditions,and work shall not proceed until such conditions have been corrected.

13. Water all plant material that are newly planted thoroughly twice in first 24 hours and apply mulchimmediately.

14. All trees and shrubs shall be coordinated with lighting plan prior to installation.15. All shrubs to be 3' back of curb.16. All areas of disturbance outside of landscape beds shall be repaired with turf.17. Any utility structure, light poles, sign, or other feature may not be added to any required landscape

island in such a manner that would displace the required element(s) (trees, shrubs, etc.)

PLAN NOTES:1. ALL LANDSCAPE BEDS SHALL BE NEATLY TRENCHED WITH A BED EDGE AND HAVE 3" MINIMUM DEPTH OF PINE STRAW MULCH.2. ALL TREES AND SHRUBS SHALL BE COORDINATED WITH LIGHTING PLAN PRIOR TO INSTALLATION.3. ALL AREAS OF DISTURBANCE SHALL BE SEEDED WITH REBEL III TALL FESCUE UNLESS OTHERWISE STATED

TREES QTY BOTANICAL / COMMON NAME CONT CAL SIZE

6 Acer rubrum `October Glory` / October Glory Maple5` Clear Trunk. Single; Straight Central Leader. Full UpsweptBranching. Even Branching. See Tree Specifications.MATCHED

B & B 2"Cal 12`-14` HT

12 Cercis canadensis / Eastern Redbud4` Clear Single Trunk. Evenly Branched. Full SymmetrcalCrown. See Tree Specifications

B & B 2"Cal 10`-12` HT

49 Ilex opaca / American HollyFull to Base. Full Dense Form. See Tree Specifications

B & B 8` HT

10 Liriodendron tulipifera / Tulip Poplar5` Clear Trunk. Single; Straight Central Leader. Full UpsweptBranching. Even Branching. See Tree Specifications.

B & B 2"Cal 10`-12` HT

3 Quercus nuttallii / Nuttall Oak6` Clear Trunk. Single; Straight Central Leader. EvenlyBranched. Full Symmetrcal Crown. See Tree Specifications.Matched

B & B 2"Cal 12`-14` HT

38 Thuja standishii x plicata `Green Giant` / Green Giant ArborvitaeFull to Base. Full Dense Form. See Tree Specifications

B & B 8` HT

SHRUBS QTY BOTANICAL / COMMON NAME CONT WIDTH

49 Abelia x grandiflora `Rose Creek` / Rose Creek AbeliaFull; Dense Form; Well Rooted

#3 Container

13 Buxus x `Green Velvet` / Green Velvet BoxwoodFull; Dense Form. Unsheered

18" HT

53 Hydrangea paniculata `Limelight` / Limelight HydrangeaFull; Dense Form

#3 Container

20 Ilex crenata `Hoogendorn` / Hoogendorn HollyFull; Dense Form; Well Rooted

#3 Cont. 16" HT

20 Ilex x meserveae `Blue Princess` TM / Blue Princess HollyFull; Dense Form. Upright Growth. 1 Male

18" HT

8 Itea virginica `Henry`s Garnet` / Henry`s Garnet SweetspireFull; Dense Form; Well Rooted

16" HT

30 Miscanthus sinensis `Adagio` / Adagio Eulalia GrassFull. Heavy. Well Rooted

#1 Container

7 Nepeta x faassenii `Walkers Low` / Walkers Low CatmintFull; Heavy; Well Rooted

#1 Container

129 Prunus laurocerasus `Chestnut Hill` / Chestnut Hill LaurelFull Form. Well Matched

18" HT

101 Taxus x media `Densiformis` / Dense YewFull; Dense Form

20" HT

GROUND COVERS QTY BOTANICAL / COMMON NAME CONT

16,084 sf Turf Sod / Drought Tolerant Fescue Blend sod

PLANT SCHEDULE

SEED AND STRAW ALL DISTURBED AREAS.SOD TO BE PRICED AS AN ADD. ALTERNATE IN AREAS SHOWN 5/22/

2020

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22 | Knox County, TN