6
C1.0 Sheet 1 of 3 (615) 297-5166 Nashville, Tennessee 37204 516 Heather Place Land Planning & Zoning Consulting Civil Engineering Surveying Nashville, Davidson County, Tennessee Being Parcels 21 and 22 on Tax Map 105-09 14th and Wedgewood A D A M J O S E P H S E G E R D&A Project #15001 14th & Wedgewood DATE: January 29, 2015 Sheet Schedule 1 C1.0 Notes and Project Standards 2 C2.0 Existing Conditions and Layout Plan 3 C3.0 Grading and Landscape Plans DISTURBED AREA = 0.25 ACRES TOTAL AREA = 0.25 ACRES = 10,729.26 S.F. Development Summary Property Information 1727 14th Ave. S. Nashville TN 37212 Tax Map 105-09 Parcel 21 Zoned: M6 1729 14th Ave. S. Nashville TN 37212 Tax Map 105-09 Parcel 22 Zoned: M6 Council District 17 (Sandra Moore) Owner of Record Tax Map 105-09 Parcel 21 Brennon Mobley 1727 14th Ave. S. Nashville TN 37212 Phone: 615-613-5915 Email: [email protected] Tax Map 105-09 Parcel 22 Metro Gov't BT Back Tax PO Box 196300 Nashville TN 37219 Developer 1727 14th Ave. S. Nashville TN 37212 Brennon Mobley Phone: 615-613-5915 Email: [email protected] Civil Engineer Dale and Associates 516 Heather Place Nashville, Tennessee 37204 Contact: Adam Seger, PE Phone: 615-297-5166 Email: [email protected] Survey Provided by S & A Surveying, Inc. 306 Bluegrass Circle Lebanon, Tennessee 37090 Phone: 615-394-7564 Flood Note This Property does Not Lie Within a Flood Hazard Area as Depicted on the Current Flood Insurance Rate Maps (FIRM) Number 47037C0218F, Not printed. Site Area Total area - 10,729.26 sq ft or 0.25 Acres Electric Service Nashville Electric Service 1214 Church Street Nashville, TN 37246 Phone: (615) 747-6807 Water Service Metro Water Services 1600 2nd Avenue North Nashville, TN 37208 Phone: (615) 862-4598, Ext 4 Sewer Service Metro Water Services 1600 2nd Avenue North Nashville, TN 37208 Phone: (615) 862-4598, Ext 4 Gas Service Nashville Gas Phone: (615) 734-0734 Utility Location Tennessee One-Call Phone: 800-351-1111 SPECIFIC PLAN DEVELOPMENT SUMMARY Use Multifamily - 4 units Property zoning Surrounding Zoning R-6 & RM20 Minimum lot size Not Applicaable Number of Residential Units/Density 4 units FAR 0.60 max / 0.1.21 proposed ISR 0.70 max / 0.60 proposed Street Setbacks 20' from 14th Ave, 12' from Wedgewood Ave. Side yard 5' from North property line Rear yard 20' from Alley Height standards 3 stories / 45 feet max (measured from the rear to the roofline) Front height standard shall be 2 stories Parking and Access Ramp Location and Number One access from Alley Distance to nearest existing ramp (Min. 30' Alley Access to Wedgewood 60 L.F. Distance to intersection Property at Intersection of 14th and Wedgewood 165 L.F. to Alley # 434 Required Parking 8 stalls required Provided Parking 10 stalls provided **Note: Specific into setbacks encroachments permitted by SP: 6 Ft. - Covered Porches (Not to encroach into Right Of Way) 2 Ft. - Bay Windows 6 Ft. - Stoops & Balconies Stormwater Notes 1. Stormwater for this site will be treated by a rain garden on the east side of the property. 2. This site is responsible for water quality treatment in accordance with the Metro Storm Water Management Manual. In order to provide the full water quality treatment of 80% TSS removal. 3. Final design of stormwater treatment will be provided during the Final SP process and will meet the requirements of the Stormwater Management Manual. 4. This drawing is for illustration purposes to indicate the basic premise of the development. The final lot count and details of the plan shall be governed by the appropriate regulations at the time of final application. R6 zoning shall be used for any standards not specified in this SP. Utility Notes 11. Water and sewer service to be provided by Metro Water Services. 12. Water and sewer services are schematically shown. Final water and sewer service locations will be provided during Final SP process. 13. Water service shall be provided by an 8" public water line extension. Individual water meters shall be provided for each unit in meter bank. 14. Sewer service shall be provided via a proposed 8" sewer main with 6" service laterals to each unit. Public Works Notes 1. The developers final construction drawings shall comply with the design standards established by the Department of Public Works. Final design may vary based upon field conditions. Architectural Notes A. Building facades fronting a street shall provide a minimum of one principal entrance (doorway) and a minimum of 25% glazing. Building elevations shall be required with the final Site Plan. Building 4 shall have facade requirements on front and side. B. Windows shall be vertically oriented at a ration of 2:1 or greater. C. EIFS and vinyl siding shall be prohibited on front facade, excluding areas above roof line. D. Finished ground floors and porches shall be elevated a minimum of 18 inches to a maximum of 36 inches from the abutting average ground elevation. E. Porches shall provide a minimum of six feet in depth. General Plan Consistency Note 7KLV SURSHUW\ IDOOV ZLWKLQ WKH VXEDUHD RU *UHHQ +LOOV0LGWRZQ FRPPXQLW\ SODQ 7KH ODQG XVH policy is T4 NM (transect 4, Neighborhood Maintenance). Appropriate uses include residential or civic benefit with density ranging up to RM20 (20 units/acre) if supported by a specific site plan EDVHG ]RQLQJ UHTXHVW Building setbacks, scale and mass should blend well with the existing streetscape with alley access when available or side access when it is not. The proposed specific plan will provide for rear loaded, single family attached product which is allowed within the policy. By combining the two parcels, the proposed plan will continue to carry the existing character of the Wedgewood corridor in this area. It also eliminates any direct access to 14th and proposes all alley loaded product, which helps preserve the existing streetscapes and lends into the goals of the existing policy. The plan creates a development that works well within its surroundings and provides walkable access and routes to all publicways it abuts, as well as provides very close access to Belmont University across Wedgewood. In closing, the development's perception from the street will match its surrounds and meets the critical planning goals of appropriate infill and walkability, all while preserving the natural features (existing spring and waterway such as nearly 1 acre of tree canopy) of the subject site. Standard SP Notes 1. The purpose of this SP is to receive preliminary approval to permit a development consisting of a 5 residential units. 2. Any excavation, fill or disturbance of the existing ground elevation must be done in accordance with Stormwater Management Ordinance No. 78-840 & approved by the Metropolitan Department of Water Services. 3. This Property does Not Lie Within a Flood Hazard Area as Depicted on the Current Flood Insurance Rate Maps (FIRM) Number 47037C0218F, Not printed. 4. All public sidewalks are to be constructed in conformance with Metro Public Works sidewalk design standards. 5. Wheel chair accessible curb ramps, complying with applicable Metro Public Works standards, shall be constructed at street crossings. 6. The required fire flow shall be determined by the Metropolitan Fire Marshal's office, prior to the issuance of a building permit. 7. Size driveway culverts per the design criteria set forth by the Metro Stormwater Manual (minimum driveway culvert in Metro right of way is 15" cmp). 8. Metro Water Services shall be provided sufficient & unencumbered ingress & egress at all times in order to maintain, repair, replace & inspect any stormwater facilities within the property. 9. Individual water and/or sanitary sewer service lines are required for each unit. 10. Solid waste pickup to be provided by dumpster, stored on a concrete pad, as shown on this plan. 11. Minor modifications to the preliminary SP plan may be approved by the planning commission or its designee based upon final architectural, engineering or site design and actual site conditions. All modifications shall be consistent with the principles and further the objectives of the approved plan. Modifications shall not be permitted, except through an ordinance approved by metro council that increase the permitted density or floor area, add uses not otherwise permitted, eliminate specific conditions or requirements contained in the plan as adopted through this enacting ordinance, or add vehicular access points not currently present or approved. 12. For any development standards, regulations and requirements not specifically shown on the SP plan and/or included as a condition of commission or council approval, the property shall be subject to the standards, regulations and requirements of the R6 zoning district as of the date of the applicable request or application. 13. The development of this project shall comply with the requirements of the adopted tree ordinance 2008-328 (Metro Code Chapter 17.24, Article II, tree protection and replacement; and Chapter 17.40, Article x, tree protection and replacement procedures). 14. Ownership for units may be divided by a horizontal property regime or a subdivision with a minimum lot size of 1,000 sq ft. Case 2015SP-025-001 Notes and Project Standards Preliminary SP Z:\PRO\15\15001\Prelim SP\15001.dwg, 3/19/2015 11:12:07 AM

Preliminary SP - Nashvillemaps.nashville.gov/sp/2015/2015SP-025/SP_2015SP-025.pdf · 1.Stormwater for this site will be treated by a rain garden on the east ... Water Management Manual

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C1.0Sheet 1 of 3

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Nashville, Davidson County, Tennessee

Being Parcels 21 and 22 on Tax Map 105-09

14th and Wedgewood

ADAM

JOSEPH SEGER

D&A Project #15001

14th & Wedgewood

DATE: January 29, 2015

Sheet Schedule1 C1.0 Notes and Project Standards2 C2.0 Existing Conditions and Layout Plan3 C3.0 Grading and Landscape Plans

DISTURBED AREA = 0.25 ACRES

TOTAL AREA = 0.25 ACRES = 10,729.26 S.F.

Development Summary

Property Information1727 14th Ave. S.Nashville TN 37212Tax Map 105-09 Parcel 21Zoned: M6

1729 14th Ave. S.Nashville TN 37212Tax Map 105-09 Parcel 22Zoned: M6

Council District 17 (Sandra Moore)

Owner of RecordTax Map 105-09 Parcel 21Brennon Mobley1727 14th Ave. S.Nashville TN 37212Phone: 615-613-5915Email: [email protected]

Tax Map 105-09 Parcel 22Metro Gov't BT Back TaxPO Box 196300Nashville TN 37219

Developer1727 14th Ave. S.Nashville TN 37212Brennon MobleyPhone: 615-613-5915Email: [email protected]

Civil EngineerDale and Associates516 Heather PlaceNashville, Tennessee 37204Contact: Adam Seger, PEPhone: 615-297-5166Email: [email protected]

Survey Provided byS & A Surveying, Inc.306 Bluegrass CircleLebanon, Tennessee 37090Phone: 615-394-7564

Flood NoteThis Property does Not Lie Within a FloodHazard Area as Depicted on the CurrentFlood Insurance Rate Maps (FIRM) Number47037C0218F, Not printed.

Site AreaTotal area - 10,729.26 sq ft or 0.25 Acres

Electric ServiceNashville Electric Service1214 Church StreetNashville, TN 37246Phone: (615) 747-6807

Water ServiceMetro Water Services1600 2nd Avenue NorthNashville, TN 37208Phone: (615) 862-4598, Ext 4

Sewer ServiceMetro Water Services1600 2nd Avenue NorthNashville, TN 37208Phone: (615) 862-4598, Ext 4

Gas ServiceNashville GasPhone: (615) 734-0734

Utility LocationTennessee One-CallPhone: 800-351-1111

SPECIFIC PLAN DEVELOPMENT SUMMARY

Use Multifamily - 4 units Property zoning Surrounding Zoning R-6 & RM20 Minimum lot size Not ApplicaableNumber of Residential Units/Density 4 unitsFAR 0.60 max / 0.1.21 proposedISR 0.70 max / 0.60 proposedStreet Setbacks 20' from 14th Ave, 12' from Wedgewood Ave. Side yard 5' from North property line Rear yard 20' from Alley Height standards 3 stories / 45 feet max (measured from the rear to the roofline) Front height standard shall be 2 stories

Parking and AccessRamp Location and Number One access from Alley Distance to nearest existing ramp (Min. 30' Alley Access to Wedgewood 60 L.F.Distance to intersection Property at Intersection of 14th and Wedgewood 165 L.F. to Alley # 434 Required Parking 8 stalls required Provided Parking 10 stalls provided

**Note: Specific into setbacks encroachments permitted by SP: 6 Ft. - Covered Porches(Not to encroach into Right Of Way) 2 Ft. - Bay Windows 6 Ft. - Stoops & Balconies

Stormwater Notes1. Stormwater for this site will be treated by a rain garden on the east side of the property.

2. This site is responsible for water quality treatment in accordance with the Metro StormWater Management Manual. In order to provide the full water quality treatment of 80% TSSremoval.

3. Final design of stormwater treatment will be provided during the Final SP process and willmeet the requirements of the Stormwater Management Manual.

4. This drawing is for illustration purposes to indicate the basic premise of the development.The final lot count and details of the plan shall be governed by the appropriate regulations atthe time of final application. R6 zoning shall be used for any standards not specified in thisSP.

Utility Notes11. Water and sewer service to be provided by Metro Water Services.

12. Water and sewer services are schematically shown. Final water and sewer service locationswill be provided during Final SP process.

13. Water service shall be provided by an 8" public water line extension. Individual water metersshall be provided for each unit in meter bank.

14. Sewer service shall be provided via a proposed 8" sewer main with 6" service laterals to eachunit.

Public Works Notes1. The developers final construction drawings shall comply with the design standards

established by the Department of Public Works. Final design may vary based upon fieldconditions.

Architectural NotesA. Building facades fronting a street shall provide a minimum of one principal entrance

(doorway) and a minimum of 25% glazing. Building elevations shall be required with thefinal Site Plan. Building 4 shall have facade requirements on front and side.

B. Windows shall be vertically oriented at a ration of 2:1 or greater.

C. EIFS and vinyl siding shall be prohibited on front facade, excluding areas above roof line.

D. Finished ground floors and porches shall be elevated a minimum of 18 inches to a maximumof 36 inches from the abutting average ground elevation.

E. Porches shall provide a minimum of six feet in depth.

General Plan Consistency Note

This property falls within the sub-area #10 or Green Hills-Midtown community plan. The land usepolicy is T4 NM (transect 4, Neighborhood Maintenance). Appropriate uses include residential orcivic benefit with density ranging up to RM20 (20 units/acre) if supported by a specific site planbased zoning request.

Building setbacks, scale and mass should blend well with the existing streetscape with alleyaccess when available or side access when it is not.

The proposed specific plan will provide for rear loaded, single family attached product which isallowed within the policy. By combining the two parcels, the proposed plan will continue to carrythe existing character of the Wedgewood corridor in this area. It also eliminates any directaccess to 14th and proposes all alley loaded product, which helps preserve the existingstreetscapes and lends into the goals of the existing policy. The plan creates a development thatworks well within its surroundings and provides walkable access and routes to all publicways itabuts, as well as provides very close access to Belmont University across Wedgewood.

In closing, the development's perception from the street will match its surrounds and meets thecritical planning goals of appropriate infill and walkability, all while preserving the natural features(existing spring and waterway such as nearly 1 acre of tree canopy) of the subject site.

Standard SP Notes1. The purpose of this SP is to receive preliminary approval to permit a development

consisting of a 5 residential units.

2. Any excavation, fill or disturbance of the existing ground elevation must be done inaccordance with Stormwater Management Ordinance No. 78-840 & approved bythe Metropolitan Department of Water Services.

3. This Property does Not Lie Within a Flood Hazard Area as Depicted on the CurrentFlood Insurance Rate Maps (FIRM) Number 47037C0218F, Not printed.

4. All public sidewalks are to be constructed in conformance with Metro Public Workssidewalk design standards.

5. Wheel chair accessible curb ramps, complying with applicable Metro Public Worksstandards, shall be constructed at street crossings.

6. The required fire flow shall be determined by the Metropolitan Fire Marshal's office,prior to the issuance of a building permit.

7. Size driveway culverts per the design criteria set forth by the Metro StormwaterManual (minimum driveway culvert in Metro right of way is 15" cmp).

8. Metro Water Services shall be provided sufficient & unencumbered ingress &egress at all times in order to maintain, repair, replace & inspect any stormwaterfacilities within the property.

9. Individual water and/or sanitary sewer service lines are required for each unit.

10. Solid waste pickup to be provided by dumpster, stored on a concrete pad, asshown on this plan.

11. Minor modifications to the preliminary SP plan may be approved by the planningcommission or its designee based upon final architectural, engineering or sitedesign and actual site conditions. All modifications shall be consistent with theprinciples and further the objectives of the approved plan. Modifications shall not bepermitted, except through an ordinance approved by metro council that increasethe permitted density or floor area, add uses not otherwise permitted, eliminatespecific conditions or requirements contained in the plan as adopted through thisenacting ordinance, or add vehicular access points not currently present orapproved.

12. For any development standards, regulations and requirements not specificallyshown on the SP plan and/or included as a condition of commission or councilapproval, the property shall be subject to the standards, regulations andrequirements of the R6 zoning district as of the date of the applicable request orapplication.

13. The development of this project shall comply with the requirements of the adoptedtree ordinance 2008-328 (Metro Code Chapter 17.24, Article II, tree protection andreplacement; and Chapter 17.40, Article x, tree protection and replacement procedures).

14. Ownership for units may be divided by a horizontal property regime or a subdivisionwith a minimum lot size of 1,000 sq ft.

Case 2015SP-025-001

Notes and Project Standards

Preliminary SP

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Existing Conditions, Site Layout and Utilities Plan C2.0Sheet 2 of 3

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ADAM

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D&A Project #1500114th & Wedgewood

Drawing Date: January 29, 2015

REVISIONS:Planning Comments 2/12/15

Property Area = 10,729.26 sq ft or 0.25 AcresArea of Disturbance = 0.25 acres

SCALE: 1" = 20'

20 0 20 40 60

Stormwater Notes1. Stormwater for this site will be treated by a rain garden on the east side of the property.

2. This site is responsible for water quality treatment in accordance with the Metro StormWater Management Manual. In order to provide the full water quality treatment of 80% TSSremoval.

3. Final design of stormwater treatment will be provided during the Final SP process and willmeet the requirements of the Stormwater Management Manual.

Utility Notes1. Water and sewer service to be provided by Metro Water Services.

2. Water and sewer services are schematically shown. Final water and sewer service locationswill be provided during Final SP process.

3. Water service shall be provided by an 8" public water line extension. Individual water metersshall be provided for each unit in meter bank.

4. Sewer service shall be provided via a proposed 8" sewer main with 6" service laterals to eachunit.

Public Works Notes1. The developers final construction drawings shall comply with the design standards

established by the Department of Public Works. Final design may vary based upon fieldconditions.

Architectural NotesA. Building facades fronting a street shall provide a minimum of one principal entrance

(doorway) and a minimum of 25% glazing. Building elevations shall be required with thefinal Site Plan. Building 4 shall have facade requirements on front and side.

B. Windows shall be vertically oriented at a ration of 2:1 or greater.

C. EIFS and vinyl siding shall be prohibited on front facade, excluding areas above roof line.

D. Finished ground floors and porches shall be elevated a minimum of 18 inches to a maximumof 36 inches from the abutting average ground elevation.

E. Porches shall provide a minimum of six feet in depth.

Existing ConditionsScale 1" = 20'

Site Layout and Utility PlanScale 1" = 20'

Pre / Post CalculationsPre-developmentTotal site area = 0.25 acres Pre-developed impervious = 0.09 ac @ 98 Pre-developed grass = 0.15 ac @ 69 Composite CN = 80Post-developmentTotal site area = 0.25 acres Post-developed impervious = 0.15 ac @ 98 Post-developed green space = 0.10 ac @ 69 Composite CN = 86

Preliminary calculations above shows that this project will increasethe amount of runoff generated by this site . Onsite mitigation shall beprovided through the proposed rain gardens to ensure no adverseimpacts & all water quantity requirements are met.

Development SummaryProperty Information1727 14th Ave. S.Nashville TN 37212Tax Map 105-09 Parcel 21Zoned: M6

1729 14th Ave. S.Nashville TN 37212Tax Map 105-09 Parcel 22Zoned: M6

Council District 17 (Sandra Moore)

Owner of RecordTax Map 105-09 Parcel 21Brennon Mobley1727 14th Ave. S.Nashville TN 37212Phone: 615-613-5915Email: [email protected]

Tax Map 105-09 Parcel 22Metro Gov't BT Back TaxPO Box 196300Nashville TN 37219

Civil EngineerDale and Associates516 Heather PlaceNashville, Tennessee 37204Contact: Adam Seger, PEPhone: 615-297-5166Email: [email protected]

Flood NoteThis Property does Not Lie Within aFlood Hazard Area as Depicted on theCurrent Flood Insurance Rate Maps(FIRM) Number 47037C0218F, Notprinted.

Case 2015SP-025-001

SOLID WASTE ENCLOSUREN.T.S.

6' screen fence /wall at dumpster

6' opaque gates

6" pipe bollards (typ)

8'-0"

3'-0"

8'-0"

3'-0"

14'-0"sloped

6" conc. dumpsterpad 8'x14'

Note:1. Any required excavation within

the protection zone shall beexcavated by hand.

2. No stockpiling or storage ofmaterials is permitted within thelimits of the protection area.

3. Continuous barrier of 4' highchain link fencing with temporarysignage delineating boundariesof tree protection fencing.

4. Fencing to encompass the criticalroot zone or 1.5 x the dripline ofthe tree, min. 10' squareprotected area required.

5. Filling may be allowed in certainareas, see grading plans.

Contractors responsibility to acquire treeremoval permits.

Undisturbed soil

Dri

plin

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dius

x 1

.5

Dri

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x 1

.5

Dri

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Dri

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Temporary signage

8' max.

4' m

in.

Drive 4' metal fence post intoundisturbed ground (10' o.c. max.

TREE PROTECTION FENCING DETAILN.T.S.

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D&A Project #1500114th & Wedgewood

Grading PlanScale 1" = 20'

Landscape PlanScale 1" = 20'

Bei

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Tree Density NotesMetro tree density requirements will be addressed in final construction documents. Atthe preliminary phase of this project no tree information is available.

0.25 ac - 0.15 ac = 0.1 ac x 14 = 2 tdu's req'd 2 @ 0.5 (2" cal tree) = 1 tdu's prop

Note: Existing trees to be preserved have not been included in the required TDU..

Drawing Date: January 29, 2015

REVISIONS:Planning Comments 2/12/15

Property Area = 10,729.26 sq ft or 0.25 AcresArea of Disturbance = 0.25 acres

SCALE: 1" = 20'

20 0 20 40 60

Development SummaryProperty Information1727 14th Ave. S.Nashville TN 37212Tax Map 105-09 Parcel 21Zoned: M6

1729 14th Ave. S.Nashville TN 37212Tax Map 105-09 Parcel 22Zoned: M6

Council District 17 (Sandra Moore)

Owner of RecordTax Map 105-09 Parcel 21Brennon Mobley1727 14th Ave. S.Nashville TN 37212Phone: 615-613-5915Email: [email protected]

Tax Map 105-09 Parcel 22Metro Gov't BT Back TaxPO Box 196300Nashville TN 37219

Civil EngineerDale and Associates516 Heather PlaceNashville, Tennessee 37204Contact: Adam Seger, PEPhone: 615-297-5166Email: [email protected]

Flood NoteThis Property does Not Lie Within aFlood Hazard Area as Depicted on theCurrent Flood Insurance Rate Maps(FIRM) Number 47037C0218F, Notprinted.

Stormwater Notes1. Stormwater for this site will be treated by a rain garden on the east side of the property.

2. This site is responsible for water quality treatment in accordance with the Metro StormWater Management Manual. In order to provide the full water quality treatment of 80% TSSremoval.

3. Final design of stormwater treatment will be provided during the Final SP process and willmeet the requirements of the Stormwater Management Manual.

Utility Notes1. Water and sewer service to be provided by Metro Water Services.

2. Water and sewer services are schematically shown. Final water and sewer service locationswill be provided during Final SP process.

3. Water service shall be provided by an 8" public water line extension. Individual water metersshall be provided for each unit in meter bank.

4. Sewer service shall be provided via a proposed 8" sewer main with 6" service laterals to eachunit.

Public Works Notes1. The developers final construction drawings shall comply with the design standards

established by the Department of Public Works. Final design may vary based upon fieldconditions.

Architectural NotesA. Building facades fronting a street shall provide a minimum of one principal entrance

(doorway) and a minimum of 25% glazing. Building elevations shall be required with thefinal Site Plan. Building 4 shall have facade requirements on front and side.

B. Windows shall be vertically oriented at a ration of 2:1 or greater.

C. EIFS and vinyl siding shall be prohibited on front facade, excluding areas above roof line.

D. Finished ground floors and porches shall be elevated a minimum of 18 inches to a maximumof 36 inches from the abutting average ground elevation.

E. Porches shall provide a minimum of six feet in depth.

ADAM

JOSEPH SEGER

Case 2015SP-025-001

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REVISION

PROJECT NO:

COPYRIGHT 2007QUIRK DESIGNS

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DATE: 2/15/15

D3318' by 7'

D3418' by 7'

D3518' by 7'

D36

18' b

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20'-0 1/2" 99'-0" 26'-0 1/2"

26'-9

"51

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18'-4

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66'-4 1/2"

3'-8

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"5

1/2"

20'-0

"20'-0 1/2" 24'-9" 24'-9" 24'-9" 24'-9"

26'-0

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N08

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-55.

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S06°

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-39.

00'

N82°20'35"W-142.77'

C1

35.3'

SIDEWALK

raingarden

drive/garagesffe 582+/-

main flrs ffe 592+/-

Unit 1 Unit 2 Unit 3Unit 4

589

4-1A: 511.80 sq ft

SCALE: 1" = 10'1 FOUNDATION PLAN

2931

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Pho

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615)

269

-924

8 Fa

x: (6

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27-1

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PROJECT NO:

COPYRIGHT 2007QUIRK DESIGNS

SHEET 2

A1

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1727

14t

h Av

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7212

1ST FLOOR PLAN

SP T

ownh

omes

15-001

DATE: 2/15/15

D3318' by 7'

D3418' by 7'

D3518' by 7'

D36

18' b

y7'

58'-9

1/2

"

3'-8

1/2

"5

1/2"

20'-0

"24'-9" 24'-9" 24'-9" 24'-9"

1'-6

"49

'-6"

24'-9"

51'-0

"

3'-0

"48

'-0"

drive/garagesffe 582+/-

main flrs ffe 592+/-

Unit 1 Unit 2 Unit 3

flr 2 - 1262 sfflr 3 - 1262 sftotal = 2524 sf

flr 2 - 1225 sfflr 3 - 1225 sftotal = 2450 sf

flr 2 - 1188 sfflr 3 - 1188 sftotal = 2376 sf

flr 1 - 511 sfflr 2 - 1029 sfflr 3 - 837 sftotal = 2377 sf

9727 sf gross sales area

4-2A: 1,029.04 sq ft

2931

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PHONE:W335-0732H298-1508

REVISION

PROJECT NO:

COPYRIGHT 2007QUIRK DESIGNS

SHEET 3

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7212

ELEVATIONS

SP T

ownh

omes

15-001

DATE: 2/15/15

1'-7

"10

'-1"

1'-7

"9'

-1"

2'-1

"

1'-7

"10

'-1"

1'-7

"9'

-1"

2'-1

"3'

-6"

3'-0

"10

'-1"

1'-7

"9'

-1"

2'-1

"3'

-6"

45'-8

1/2

"

24'-1

1"

8'-0

1/2

"2'

-8"

10'-1

"1'

-7"

9'-1

"2'

-1"

10'-1

"1'

-7"

9'-1

"2'

-1"

3'-6

"

1'-7

"10

'-1"

1'-7

"9'

-1"

2'-1

"

ROOF DECKS OFF2ND FLR - 4' 9" DEEP

ROOF DECKS OVER 3RD FLR

ROOF DECKS OVER 3RD FLR

flr 2 - 1262 sfflr 3 - 1262 sftotal = 2524 sf 9727 sf gross sales area

1'-6

"9'

-1"

1'-7

"10

'-1"

1'-7

"3'

-6"

11'-2

"1'

-6"

25'-9

1/2

"11

'-2"

SOUTH ELEVATION - WEDGEWOOD AVE.

ALLEY ELEVATION - WEST

EAST ELEVATION - 14TH AVE SOUTH

NORTH ELEVATION / REAR

SCALE: 1/8" = 1'-0"5 CONCEPT ELEVATIONS

WOOD SIDINGMETAL ROOF DECK RAILSHARDIPANEL WITH ALUM REGLETSINSULATED GLASS WDWSBRICK VENEER