agenda.knoxmpc.org · 2020-07-23 · subdivision: woodbury crossing applicant/developer: wc...
TRANSCRIPT
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
TWIN OAK LN
FOREST WILLOW
LN
SCHOOL ACCESS
EDWARDS PLACE BLVD
RALPH OWNBY WAY
LONGSHANKS RD
RA
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PR4 DU/AC
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PR(k)<4 DU/AC8-M-15-RZ
3
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33
29
31.01
32
21
34
31.03
89
46
7
9
61
6
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5
2
35
1
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62 60
12
63
10
51
48.01
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26
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70
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5766
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21
24
16
25
2324
51
21
58
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53 181754
5556
52
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48.03
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45
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PR4 DU/AC
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PR<4 DU/AC
A
RA
A
PR(k)<4 DU/AC8-M-15-RZ
A
PR1-4 DU/AC
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
REVI
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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
chadanengineering.com
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Woodbury Crossing
CLIENT:Woodbury Crossing Limited PartnershipAttn: Conner Swartz500 S. Front Street, 10th FloorColumbus, OH 43215614.396.3200
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CoverSheet
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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
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KNOXVILLE
CHATTANOOGA
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65
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412
412
SELMER
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JACKSON
70
BROWNSVILLE
51
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PARIS
CAMDEN
LAWRENCEBURG
81
231
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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
5" E
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
°33'
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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
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'
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513.
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365.
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116.58'25.30'
27.17'84.70'
331.56'
EDWARDS PLACE BLVD(50' R.O
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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'
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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
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
0 - 2
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m
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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
SEd
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Bou
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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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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
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Y CR
OSSI
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MENT
SEd
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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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m
Q:\C
lient
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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
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Bou
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rdC
orry
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Kno
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ount
y, T
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ssee
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
Q:\C
lient
s\The
Wod
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\Woo
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ossin
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\Eng
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Dra
win
gs\W
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Woo
dbur
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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
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
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
DBUR
Y CR
OSSI
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PART
MENT
SEd
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Bou
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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
0 - 2
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m
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\Woo
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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
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Bou
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Kno
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y, T
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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
lient
s\The
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\Woo
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\Eng
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Dra
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gs\W
oda-
Woo
dbur
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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
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
Wod
a G
roup
\Woo
dbur
y Cr
ossin
g\Ch
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
0 - 2
:36p
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
PART
MENT
SEd
war
ds P
lace
Bou
leva
rdC
orry
ton,
Kno
x C
ount
y, T
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ssee
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
0 - 2
:36p
m
Q:\C
lient
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5-26
-202
0.dw
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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
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ssee
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
:36p
m
Q:\C
lient
s\The
Wod
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\Woo
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\Eng
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Dra
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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
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Kno
x C
ount
y, T
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ssee
FORPERMIT
PURPOSES
C205Site Sections
SITE SECTION A - A'SCALE 1" = 30'
0 6030 90
SITE SECTION B - B'SCALE 1" = 30'
0 6030 90
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