connectivity. ellington pk - nashvillemaps.nashville.gov/sp/2013/2013sp-034/sp_2013sp-034.pdf ·...

REVISIONS:

Notes & Project Standards(615) 297-5166

516 Heather PlaceNashville, Tennessee 37204

C1.0Sheet 1 of 4

D&A Project #13104

Cottage Park

EROSION CONTROL & GRADING NOTES

1) EXPOSE AS SMALL AN AREA OF SOIL AS POSSIBLE ON THE SITE FOR NO MORE THAN 15DAYS. KEEP DUST WITHING TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLEMEANS.

2) ALL CUT/FILL AREAS TO HAVE A MINIMUM OF 6" OF TOPSOIL COVER. AREAS DRESSEDWITH TOPSOIL SHALL RECEIVE 12POUNDS PER 1000 SQUARE FEET OF 6-12-12 FERTILIZER(UNLESS OTHER WISE SPECIFIED IN WRITTEN SPECIFICATIONS), 5 POUNDS OR MORE OFKENTUCKY 31 FESCUE SEED PER 1000 SQUARE FEET, AND A STRAW MULCH COVER OF70%-80% COVERAGE (APPROXIMATELY 125 POUNDS PER 1000 SQUARE FEET), UNLESSOTHERWISE NOTED WITHIN WRITTEN SPECIFICATIONS.

3) EROSION CONTROL BARRIER IS CALLED OUT ON PLANS AND IS TO COMPLY WITH THEMETROPOLITAN STORMWATER MANAGEMENT MANUAL, VOLUME FOUR, SECTION TCP-14.

4) DISTURBED AREAS ARE TO BE GRADED TO DRAIN AS INDICATED IN THE PLAN TOSEDIMENT BARRIERS DURING AND UPON THE COMPLETION OF CONSTRUCTION.

5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND THELOCATION OF ANY EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO AVOID DAMAGE TO ALL EXISTING UTILITIES DURING CONSTRUCTION. IFDAMAGE DOES OCCUR TO ANY SUCH INSTALLLATION, FULL REPAIR WILL BEACCOMPLISHED AS PER THE CURRENT SPECIFICATION GOVERNING SUCH WORK.

6) ANY ACCESS ROUTES TO THE SITE SHALL BE BASED WITH CRUSHED STONE, ASTM #1STONE, 100 FEET LONG AND AT LEAST 6" THICK.

7) THE PLACING AND SPREADING OF ANY FILL MATERIAL IS TO BE STARTED AT THELOWEST POINT AND BROUGHT UP IN HORIZONTAL LAYERS OF 8" THICKNESS (OR ASDIRECTED BY THE SOILS INVESTIGATIVE REPORT). SAID FILL MATERIAL IS TO BE FREE OFSOD, ROOTS, FROZEN SOILS, OR ANY OTHER DECOMPOSABLE MATERIAL. SAID FILL IS TOBE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR, OR AS OTHERWISESPECIFIED BY THE SOILS REPORT OR WRITTEN SPECIFICATIONS.

8) THE CONTRACTOR SHALL NOTIFY THE METRO DAVIDSON COUNTY DEPARTMENT OFPUBLIC WORKS CONSTRUCTION COMPLIANCE DIVISION, THREE DAYS PRIOR TOBEGINNING THE WORK.

9) THE CONTRACTOR SHALL LOCATE AND STAKE THE LAYOUT OF THE SITE IN THE FIELDFOR INSEPCTION BY THE ENGINEER. THE CONTRACTOR SHALL CHECK THE GRADES ANDFINAL DIMENSIONS ON THE GROUND, AND REPORT ANY DISCREPANCIES TO THEENGINEER IMMEDIATELY FOR A DECISION.

10) SURPLUS EXCAVATION OF TOPSOIL SHALL BE PLACED ON THE SITE AS APPROVED BYTHE OWNER FOR THE PURPOSE OF FUTURE LANDSCAPE USE.

11) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY TEMPORARYWORKS FOR THE PROTECTION OF THE PUBLIC AND EMPLOYEES, INCLUDING WARNINGSIGNS AND LIGHTS.

12) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THEPREMISES OR ADJACENT PREMISES OR INJURIES TO THE PUBLIC DURING THECONTRUCTION CAUSED BY HIMSELF, HIS SUB-CONTRACTORS, OR THE CARELESSNESSOF ANY OF HIS EMPLOYEES.

13) ALL WORK IS TO BE COMPLETED WITH COMPLIANCE TO THE RULES ANDREGULATIONS SET FORTH BY METRO WATER SERVICES. THE CONTRACTOR SHALL GIVEALL NECESSARY NOTICE, OBTAIN ALL PERMITS, AND PAY FEES REQUIRED FOR THECOMPLETION OF HIS PORTION OF THE WORK. HE SHALL ALSO COMPLY WITH ALL CITY,COUNTY AND STATE LAWS AND ORDINANCE OR REGULATIONS RELATING TO PORTIONSOF WORK WHICH HE IS TO PERFORM.

14) ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS STABILIZED& CONSTRUCTION IS COMPLETE.

15) CONTRACTOR SHALL PROVIDE AN AREA FOR CONCRETE WASH DOWN ANDEQUIPMENT FUELING IN ACCORDANCE WITH METRO CP-10 & CP-13. LOCATION TO BECOORDINATED WITH THE NPDES DEPARTMENT DURING THE PRE-CONSTRUCTIONMEETING.

LANDSCAPE NOTES

1) THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH THEAPPROPRIATE UTILITY COMPANY AND SHALL BE RESPONSIBLE FOR AND DAMAGETOUTILITIES. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OFALL UTILITES AND TAKE PRECAUTIONS TO PREVENT DAMAGE TO THE UTILITIES.

2) ALL PLANTING AND MULCH BEDS SHALL BE SPRAYED WITH ROUND-UP(CONTRACTOR'S OPTION) PRIOR TO THE INSTALLATION OF MULCH.

3) PLANT MATERIALS AND STUMPS INDICATED FOR REMOVAL SHALL BE REMOVEDAND DISPOSED OFF-SITE BY THE CONTRACTOR. BACKFILL HOLES WITH TOPSOIL FREEOF ROOTS AND ROCKS.

4) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINE GRADINGOF ALL PLANTING AREAS.

5) ALL PLANTING AREAS SHALL BE FERTILIZED WITH 12#/1000 S.F. OF 10-10-10FERTILIZER.

6) ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" DEPTH OF SHREDDEDHARDWOOD BARK MULCH.

7) THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL MATERIAL QUANTITIES. IN THEEVENT OF A DISCREPANCY, THE QUANTITIES SHOWN ON THE PLAN WILL TAKEPRECEDENCE.

8) THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH WRITTENINSTRUCTIONS ON THE PROPER CARE OF ALL SPECIFIED PLANT MATERIALS PRIORTO FINAL PAYMENT.

9) EXISTING TREES TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTIONDAMAGE. SELECTIVELY PRUNE DEAD WOOD.

10) ALL DISTURBED AREAS SHALL BE PLANTED WITH TURF AS INDICATED ON THEMATERIALS SCHEDULE.

11) ALL DECIDUOUS TREES, EXISTING AND PROPOSED SHALL BE PRUNED TO PROVIDE4' MINIMUM CLEAR TRUNK UNLESS OTHERWISE NOTED.

12) THE LANDSCAPE CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON ALLPLANT MATERIALS AND REPLACE ANY DEAD OR DYING MATERIAL WITHIN THAT TIMEPERIOD.

13) NO PLANT MATERIALS SHOULD BE SUBSTITUTED WITHOUT AUTHORIZATION BYDALE & ASSOCIATES. PLANT SIZES SHOWN ARE MINIMUMS REQUIRED BY THE LOCALMUNICIPALITY AND MATERIALS SHOWN HAVE BEEN SELECTED SPECIFICALLY FORTHIS PROJECT.

14) ALL WIRE BASKETS SHALL BE COMPLETELY REMOVED AND DISPOSED OF, BURLAPSHOULD BE REMOVED OR PUNCTURED IN AT LEAST 5 PLACES. REMOVE ALL TWINEFROM BURLAPPED MATERIALS.

15) GUYING IS NOT ALLOWED UNLESS REQUIRED BY MUNICIPALITY OR SITECONDITIONS. THE LANDSCAPE CONTRACTOR SHALL REMOVE WIRES AFTER A ONEYEAR PERIOD.

16) NO CANOPY TREE SHALL BE LOCATED WITHIN 15' OF AN OVERHEAD UTILITY. NOTREE SHALL BE LOCATED WITHIN A PUBLIC UTILITY EASEMENT. LOCATING PLANTMATERIALS WITHIN A DRAINAGE EASEMENT IS ACCEPTABLE, BUT ONLY IF INSTALLEDAS NOT TO DISTURB EXISTING DRAINAGE FLOW. IN SUCH INSTANCES, THEMATERIALS SHALL BE LOCATED NO CLOSER THAN 5' FROM THE CENTERLINE OFDRAINAGE.

17) LIGHTING PLAN TO BE COORDINATED WITH PROPOSED PLANTING PLAN. NO LIGHTPOLES TO BE LOCATED IN TREE ISLANDS. SEE LIGHTING PLAN FOR PROPOSED LIGHTLOCATIONS.

WATER & SEWER NOTES

1) ALL WATER AND SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITHSPECIFICATIONS AND STANDARD DETAILS OF THE METRO WATER SERVICES.

2) THE CONTRACTOR IS RESPONSIBLE FOR REIMBURSING THE METRO WATERSERVICES THE COST OF INSPECTION.

3) THE CONTRACTOR IS TO PROVIDE AND MAINTAIN THE CONSTRUCTIONIDENTIFICATION SIGN FOR PRIVATE DEVELOPMENT APPROVED.

4) ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE BY CORING AND RESILIENTCONNECTOR METHOD.

5) REDUCED PRESSURE BACKFLOW PREVENTION DEVICES (RPBP) OR DUAL CHECKVALVE WILL BE REQUIRED ON ALL TEST AND FILL LINES (JUMPER) NEEDED FORWATER MAIN CONSTRUCTION AND MUST BE APPROVED BY THE METRO WATERSERVICES.

6) ALL WATER METERS SHALL BE A MINIMUM OF 24" NOT TO EXCEED A MAXIMUM OF28" BELOW FINISHED GRADE.

7) PRESSURE REGULATING DEVICES WILL BE REQUIRED ON THE CUSTOMER SIDE OFTHE METER WHEN PRESSURES EXCEED 100 PSI.

8) PRESSURE REGULATING DEVICES WILL BE REQUIRED ON THE STREET SIDE OF THEMETER WHEN PRESSURES EXCEED 150 PSI.

PUBLIC WORKS NOTES

1) ALL WORK WITHIN THE PUBLIC RIGHT OF WAY REQUIRES AN EXCAVATION PERMITFROM THE DEPARTMENT OF PUBLIC WORKS.

2) PROOF-ROLLING OF ALL STREET SUBGRADES IS REQUIRED IN THE PRESENCE OF THEPUBLIC WORKS INSPECTOR. INSPECTION OF THE BINDER COURSE IS REQUIRED PRIORTO FINAL PAVING IN THE PRESENCE OF THE PUBLIC WORKS INSPECTOR. THESEREQUESTS ARE TO BE MADE 24 HOURS IN ADVANCE.

3) STOP SIGNS ARE TO BE 30 INCH BY 30 INCH.

4) STREET SIGNS TO HAVE SIX INCH WHITE LETTERS ON A NINE INCH GREEN ALUMINUMBLADE, HIGH INTENSITY REFLECTIVE.

5) ALL PAVEMENT MARKING ARE TO BE THERMOPLASTIC.

STANDARD SP NOTES

1) THE PURPOSE OF THIS SP IS TO RECEIVE PRELIMINARY APPROVAL TO PERMIT THEDEVELOPMENT OF AN 81 UNIT MULTIFAMILY (SINGLE FAMILY DETACHED)DEVELOPMENT AS SHOWN.

2) ANY EXCAVATION, FILL OR DISTURBANCE OF THE EXISTING GROUND ELEVATION MUST BEDONE IN ACCORDANCE WITH STORM WATER MANAGEMENT ORDINANCE NO. 78-840 & APPROVEDBY THE METROPOLITAN DEPARTMENT OF WATER SERVICES.

3)THIS PROPERTY DOES NOT LIE WITHIN A FLOOD HAZARD AREA AS IDENTIFIED BY FEMA ON MAP47037C0207F DATED APRIL 20, 2001.

4) ALL PUBLIC SIDEWALKS ARE TO BE CONSTRUCTED IN CONFORMANCE WITH METRO PUBLICWORKS SIDEWALK DESIGN STANDARDS.

5) WHEEL CHAIR ACCESSIBLE CURB RAMPS, COMPLYING WITH APPLICABLE METRO PUBLICWORKS STANDARDS, SHALL BE CONSTRUCTED AT STREET CROSSINGS.

6) THE REQUIRED FIRE FLOW SHALL BE DETERMINED BY THE METROPOLITAN FIRE MARSHAL'SOFFICE, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.

7) SIZE DRIVEWAY CULVERTS PER THE DESIGN CRITERIA SET FORTH BY THE METROSTORMWATER 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 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 SHOWN ON THIS PLAN.

11) THIS DRAWING IS FOR ILLUSTRATION PURPOSES TO INDICATE THE BASIC PREMISE OF THEDEVELOPMENT. THE FINAL LOT COUNT AND DETAILS OF THE PLAN SHALL BE GOVERNED BY THEAPPROPRIATE REGULATIONS AT THE TIME OF FINAL APPLICATION.

12) 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 SHALLNOT BE PERMITTED, EXCEPT THROUGH AN ORDINANCE APPROVED BY METRO COUNCIL THATINCREASE THE PERMITTED DENSITY OR FLOOR AREA, ADD USES NOT OTHERWISE PERMITTED,ELIMINATE SPECIFIC CONDITIONS OR REQUIREMENTS CONTAINED IN THE PLAN AS ADOPTEDTHROUGH THIS ENACTING ORIDANCE, OR ADD VEHICULAR ACCESS POINTS NOT CURRENTLYPRESENT OR APPROVED.

13) FOR ANY DEVELOPMENT STANDARDS, REGULATIONS AND REQUIREMENTS NOT SPECFICIALLYSHOWN 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 RM6 ZONING DISTRICT AS OF THE DATE OF THE APPLICABLE REQUESTOR APPLICATION.

14) OWNERSHIP FOR UNITS MAY BE DIVIDED BY A HORIZONTAL PROPERTY REGIME OR ASUBDIVISION APPROVED BY THE METRO PLANNING COMMISSION, WITH A MINIMUM LOT SIZE OF1,000 SQUARE FEET.

SPECIFIC PLAN DEVELOPMENT SUMMARY

MINIMUM LOT SIZE

MULTIFAMILY (DETACHED SINGLE FAMILY DWELLINGS)

FAR

USE

PROPERTY ZONING SP SURROUNDING ZONING RS10, RS7.5, CS, & R10

PARKING AND ACCESS

REQUIRED PARKING BASED ON USES

NOT APPLICABLE

0.30 MAXIMUM / 0.18 PROPOSED (2 STORY UNITS)

ISR 0.50 MAXIMUM / 0.32 PROPOSEDFRONT YARD SETBACK: 10' MEASURED FROM INTERNAL DRIVE

SIDE YARD 5' MIN. PERIMETER (6' SPACING BETWEEN UNITS)

REAR YARD 20' FROM PROPERTY LINE (WEST)

HEIGHT STANDARDS

DISTANCE TO NEAREST EXISTING RAMP (MINIMUM 30')

DISTANCE TO INTERSECTION

(PINE RIDGE DRIVE) EXCEEDS 30' TO EAST

RAMP LOCATION AND NUMBER (1) - ACCESS ON PINE RIDGE DRIVE

(PINE RIDGE DR) ±475' TO EAST (DICKERSON PIKE)

162 STALLS (2 STALLS/UNIT)

NUMBER OF UNITS/DENSITY 81 TOTAL DWELLING UNITS/ 4.88 UNITS PER ACRE

PARKING PROPOSED

MPC Case Number

2013SP-034-001

211 STALLS (2.6 STALLS/UNIT)

Owner of RecordDanny & Melanie Eaton1160 Kimberly DrGoodlettsville, Tennessee 37072

DeveloperJustin Hicks11 Glenwood AveNashville, Tennessee 37204615.260.5523Email: [email protected]

Civil EngineerDale & Associates516 Heather PlaceNashville, Tennessee 37204Contact: Michael Garrigan, PEPhone: 615.297.5166Email: [email protected]

3 STORIES OR 35' (MEASURED FROM FINAL

Property InformationSurf Drive (Map 60, Parcel 41)Nashville, Tennessee 3720716.58 Total AcresCouncil District 02 (Frank Harrison)

COVERED PORCHES OR STOOPS MAY ENCROACH UP TO 6'

(1) - ACCESS ON SURF DRIVE

(SURF DR) ±360' TO NORTH (KENNITH DRIVE)

(SURF DRIVE) EXCEEDS 30' TO NORTH

Preparation Date: August 2013

Ewing Dr

Lemuel Rd

Dellway Dr

Dic

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Hart Ln

Capitol View Ave

Hillhurst Dr

Maplewood Trce

Hills

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Ellin

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GENERAL PLAN CONSISTANCY

This property falls within the Neighborhood General classification. Appropriate usesinclude single family & multifamily w/ densities as intense as 20 units/acre. Buildingswith shallow to deep setbacks with medium density housing closer to the street andlower density housing away from the street, pedestrian connectivity, are locatedwithin close proximity to Neighborhood Center or Cummunity Center, and the streetnetworks have a high level of connectivity are some design parameters of the NGclassification.

As proposed, this SP proposes 81 detached residential units on 16.6 acres of land,for a density yield of 4.88 units/acre which falls within the desired range of the site'sdefined land use. Shallow setbacks are proposed for the medium density shownherein. Additionally sidewalks are proposed to increase pedestrian access andconnectivity.

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SITE

PROJECT AREA 16.60 AC (723,096 SQ FT)

MPC Comments: 9/16/13MPC Comments: 10/17/13

GRADE TO EAVE) MAX.

ORDINANCE NO. BL2014-638

An ordinance to amend Title 17 of the Metropolitan Code of Laws, the Zoning Ordinance of The MetropolitanGovernment of Nashville and Davidson County, by changing from RS7.5 to SP zoning for property located atSurf Drive (unnumbered), approximately 435 feet west of Dickerson Pike (16.6 acres), to permit up to 81residential dwelling units, all of which is described herein (Proposal No. 2013SP-034-001).

NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE METROPOLITAN GOVERNMENT OFNASHVILLE AND DAVIDSON COUNTY:

Section 1. That Title 17 of the Code of Laws of The Metropolitan Government of Nashville and Davidson County,is hereby amended by changing the Official Zoning Map for Metropolitan Nashville and Davidson County, whichis made a part of Title 17 by reference, as follows:

By changing from RS7.5 to SP zoning for property located at Surf Drive (unnumbered), approximately 435 feetwest of Dickerson Pike (16.6 acres), to permit up to 81 residential dwelling units, being Property Parcel No. 041as designated on Map 060-00 of the Official Property Identification Maps of The Metropolitan Government ofNashville and Davidson County, all of which is described by lines, words and figures on the plan that was dulyconsidered by the Metropolitan Planning Commission, and which is on file with the Metropolitan PlanningDepartment and Metropolitan Clerk’s Department and made a part of this ordinance as though copied herein.

Section 2. Be it further enacted, that the Metropolitan Clerk is hereby authorized and directed, upon theenactment and approval of this ordinance, to cause the change to be made on Map 060 of said Official ZoningMap for Metropolitan Nashville and Davidson County, as set out in Section 1 of this ordinance, and to makenotation thereon of reference to the date of passage and approval of this amendatory ordinance.

Section 3. Be it further enacted, that the uses of this SP shall be limited to 81 residential units.

Section 4. Be it further enacted, that a corrected copy of the preliminary SP plan incorporating the conditions ofapproval by the Planning Commission and Council shall be provided to the Planning Department prior to the filingof any additional development applications for this property, and in any event no later than 120 days after theeffective date of the enacting ordinance. The corrected copy provided to the Planning Department shall includeprinted copy of the preliminary SP plan and a single PDF that contains the plan and all related SP documents. Ifa corrected copy of the SP plan incorporating the conditions therein is not provided to the Planning Departmentwithin 120 days of the effective date of the enacting ordinance, then the corrected copy of the SP plan shall bepresented to the Metro Council as an amendment to this SP ordinance prior to approval of any grading, clearing,grubbing, final site plan, or any other development application for the property.

Section 5. Be it further enacted, that minor modifications to the preliminary SP plan may be approved by thePlanning Commission or its designee based upon final architectural, engineering or site design and actual siteconditions. All modifications shall be consistent with the principles and further the objectives of the approvedplan. Modifications shall not be permitted, except through an ordinance approved by Metro Council that increasethe permitted density or floor area, add uses not otherwise permitted, eliminate specific conditions orrequirements contained in the plan as adopted through this enacting ordinance, or add vehicular access pointsnot currently present or approved in the plan that is part of this ordinance.

Section 6. Be it further enacted, that for any development standards, regulations and requirements notspecifically shown on the SP plan and/or included as a condition of Commission or Council approval, theproperty shall be subject to the standards, regulations and requirements of the RM6 zoning district as of the dateof the applicable request or application.

Section 7. Be it further enacted, that this ordinance take effect immediately after its passage and such change bepublished in a newspaper of general circulation, the welfare of The Metropolitan Government of Nashville andDavidson County requiring it.

Sponsored by: Frank Harrison

AREA OF PROPOSEDDEVELOPMENTFOOTPRINT 12.0 AC

±4.6 Acres of Conservation Land

ZONED RS7.5

ZONED RS10

ZONED IWD

ZONED OL

ZONED OR20

ZONED OR20

ZONED CS

ZONED R10(PUD)

ZONED RS10

ZONED RS10

ZONED OR20

ZONED CS

ZONED RS7.5

ZONING DELINEATION

ZONING DELINEATION

ZON

ING

DEL

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ZON

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DEL

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ZON

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ZON

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ZON

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ZON

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Pine Ridge Subdivision

Hillhurst Acres Subdivision

INTE

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TATE

65

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4

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DIC

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BEN ALLEN RD

HILLHURST DR

Hillhurst Apartments

Highland Park Subdivision

PINE RIDGE DRIVE

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CONGRESS INN

REVISIONS:

Existing Conditions Plan(615) 297-5166

516 Heather PlaceNashville, Tennessee 37204 Sheet 2 of 4

MPC Case Number

2013SP-034-001

C2.0


D&A Project #13104

Cottage Park

SCALE: 1" = 200'

200 0 200 400 600

N

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Property Information0 Surf Drive (Map 60, Parcel 41)Nashville, Tennessee 3720716.58 Total AcresCouncil District 02 (Frank Harrison)




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= 234,357 S.F. ±IMPERVIOUS AREA = 5.38 ACRES ±

SITE AREA = 723,096 SF= 16.60 AC

AREA DISTURBANCE = ±12 ACAREA CONSERVED = ±4.6 AC

MPC Comments: 9/16/13MPC Comments: 10/17/13

1

Courtyard

Courtyard

Courtyard

Courtyard

15.5

'16

.5'

16' 16'

15.5'

16'

15.5

'16

.5'24'

24'

24'

24' 24'

24'

24'

24'

24'

24'

24'

24'

16'

16.5' One-Way Private Drive




24' Drive Aisle

24' D

rive

Aisl

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24' Drive Aisle

24' Drive Aisle

24' Drive Aisle 24' D

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Aisl

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24' D

rive

Aisl

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24' D

rive

Aisl

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68

58

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58

8

8

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6

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79

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4.6 AcConservation

Land/Open Space 120'x20' Fire Dept. Turnaround

Pine Ridge Drive(40' Right of Way)40' Access EasementPer Plat Book 69,Page 191

30'

Surf

Dri

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(50' R

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18'

8.5'

18'

8.5'

8.5'

8.5'

8.5'

8.5'

8.5'

8.5'

18'

18'

18'

18'

18'

18'

18'

18'

4' Sidewalk (Typ.)

5' Sidewalk (Typ.)

20' Landscape Buffer(Existing Trees to bePreserved to SatisfyBuffer Requirements

Tree Canopyto Remain

20' Landscape Buffer(Existing Trees to bePreserved to SatisfyBuffer Requirements

Reserved for SolidWaste & Recycling



2

3

4

5

6

78910

20212223

57 58


Install ResidentialDriveway Ramp inAccordance with MetroPublic Works StandardDrawing St-324(Access Point #1)

Access Point #2

Priv

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Driv

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52 53

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47

111213141516171819

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25262728293031323334

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Offsite Pedestrian Connection Shall beProvided from Project Access Point onPine Ridge Drive to the Intersection ofDickerson Pike & Hart Lane. Detailedplans & Designs Shall be Coordinatedwith the Department of Public WorksPrior to the Submission of the Final SP

2' Tall Earthern Berm

Crash Gate

Crash Gate

Public ROW for Cul de Sac in Order to TerminateSurf Drive. ROW Shall be Dedicated Prior to theIssuing of a Building Permit

REVISIONS:

Site Layout & Landscape Plan(615) 297-5166


MPC Case Number

2013SP-034-001

C3.0

TREE DENSITY NOTESMETRO TREE DENSITY REQUIREMENTS WILL BE ADDRESSED INFINAL CONSTRUCTION DOCUMENTS. AT THE PRELIMINARY PHASEOF THIS PROJECT NO DETAILED TREE INFORMATION ISAVAILABLE. THE WESTERN PORTION OF THIS PROPERTY TODAYIS WOODED, AND THIS VEGETATION WILL REMAIN. SAMPLINGWILL BE COMPLETED DURING FINAL SP PROCESS TO MEET TREEDENSITY.

PRELIMINARY TREE DENSITY CALCULATIONS:

16.6 AC-1.49 AC = 15.11 AC x 14 = 211.54 TDU's REQ'D147 PROPOSED 2" CALIPER TREES =73.5 TDU PROV.REMAINING TDU's CONSISTS OF EXISTING VEGETATION TO REMAINWITHIN THE 4.6 ACRES OF CONSERVED OPEN SPACE AS WELL ASTHE PRELIMINARY BUFFERYARDS.

SCALE: 1" = 50'

50 0 50 100 150

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TYPICAL RAIN GARDEN PLANTING DETAIL


D&A Project #13104

Cottage Park

Property Information0 Surf Drive (Map 60, Parcel 41)Nashville, Tennessee 3720716.58 Total AcresCouncil District 02 (Frank Harrison)




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SPECIFIC PLAN DEVELOPMENT SUMMARY

MINIMUM LOT SIZE

MULTIFAMILY (DETACHED SINGLE FAMILY DWELLINGS)

FAR

USE

PROPERTY ZONING RS7.5 (PROPOSED SP ) SURROUNDING ZONING RS10, RS7.5, CS, & R10

PARKING AND ACCESS

REQUIRED PARKING BASED ON USES

NOT APPLICABLE

0.50 MAXIMUM / 0.18 PROPOSED (2 STORY UNITS)

ISR 0.70 MAXIMUM / 0.32 PROPOSEDFRONT YARD SETBACK: 20' FROM RIGHT OF WAY (PINE RIDGE DRIVE)

SIDE YARD 5' MIN. PERIMETER (6' SPACING BETWEEN UNITS)REAR YARD 20' FROM PROPERTY LINE (WEST)HEIGHT STANDARDS

DISTANCE TO NEAREST EXISTING RAMP (MINIMUM 30')

DISTANCE TO INTERSECTION

(PINE RIDGE DRIVE) EXCEEDS 30' TO EAST

RAMP LOCATION AND NUMBER (1) - ACCESS ON PINE RIDGE DRIVE

(PINE RIDGE DR) ±475' TO EAST (DICKERSON PIKE)

162 STALLS (2 SPALLS/UNIT)

NUMBER OF UNITS/DENSITY 81 TOTAL DWELLING UNITS/ 4.88 UNITS PER ACRE

PARKING PROPOSED 211 STALLS

20' FROM RIGHT OF WAY (SURF DRIVE)

(1) - ACCESS ON SURF DRIVE

(SURF DR) ±360' TO NORTH (KENNITH DRIVE)

(SURF DRIVE) EXCEEDS 30' TO NORTH

MPC Comments: 9/16/13


SITE AREA = 723,096 SF= 16.60 AC



3 STORIES OR 35' (MEASURED FROM FINAL GRADE TO EAVE) MAX.

1

Pine Ridge Drive(40' Right of Way)

Surf

Dri

ve

(50' R

igh

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f W

ay)

ST

ST

ST

Swale to Convey Offsite Runoff

Swale to Convey Offsite Runoff

Duel Pipe to ConveyOffsite Runoff AcrossSite (To be Designedwith Final SP)

Proposed Storm Pipe(To be designed withFinal SP)

Tie Proposed WaterExtension to 6" Main

Tie Proposed SewerExtension to 8" Main

Tie Proposed SewerExtension to 8" Main

STST

Outflow from OffisitePipe to be converted toSheet Flow (To be Designedwith Final SP)

8" Public Sanitary Sewer tobe Recorded within 20' PUDE

Public Storm Drainage ConveyingOffsite Waters to be Recordedwithin a PUDE (Size to beDetermined with Final SP)

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78910

20212223

57 58

52 53

67

63

47

111213141516171819

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25262728293031323334

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68 69 70

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7273

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7677

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RainGarden

Raingarden

Detention

Detention

Raingarden

Raingarden

Detention

Raingarden

Raingarden

PRE/POST CALCULATIONS

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 LOCATIONS WILL BE PROVIDED DURING FINAL SPPROCESS.

3) WATER AND SEWER TO BE PUBLIC MAIN EXTENSIONS THROUGH THE SITE.INDIVIDUAL METERS FOR WATER & SEWER SERVICE WILL BE PROPOSEDFOR EACH UNIT

1) THE SOIL TYPES FOR THIS SITE ARE MmC, MrD, & MsD (VARIOUS MIMOSASOILS) WHICH ALL FALL WITHIN THE "C" HYDROLOGICAL SOIL GROUP.2) THIS SITE IS RESPONSIBLE FOR WATER QUALITY AND WATER QUANTITY.TO PROVIDE THE FULL WATER QUALITY TREATMENT OF 80% TSS A WATERVARIOUS QUANTITY/QUALITY BMPS ARE PROPOSED. DESIGN OF THESFEATURE SWILL BE PROVIDED DURING THE FINAL SP PROCESS.3) STORM SEWER SYSTEM ON THIS PLAN IS SHOWN SCHEMATICALLY. FINALDESIGN WILL BE PROVIDED DURING THE FINAL SP PROCESS AND WILL MEETTHE REQUIREMENTS OF THE STORMWATER MANAGEMENT MANUAL.4) THIS PROJECT WILL DISTURB MORE THAN 1 ACRE, THEREFORE, A NOIWILL BE SUBMITTED TO TDEC DURING FINAL SP PROCESS

STORMWATER NOTES

STORM WATER CALCULATIONSPRELIMINARY STORMWATER CALCULATIONS HAVE BEEN COMPLETED FOR THEAREA OF PROPOSED DEVELOPMENT (12.0 AC). CALCULATIONS SHOW THAT THEPRE-DEVELOPEMENT 100-YR FLOWS FOR THE AREA OF PROPOSEDDEVELOPMENT ARE APPROXIMATELY 80.71 CFS. POST DEVELOPMENT FLOWSFOR THE 12.0 ACRES PROPOSED FOR DEVELOPMENT HAVE BEEN CALCULATEDTO BE 98.74 CFS (BASED UPON THE COMPOSITE CURVE NUMBERS OUTLINEDON THIS SHEET). PRELIMINARY CALCULATIONS INDICATE THAT THREE DRYDETENTION PONDS PROVIDE ALL DETENTION FOR THIS PROJECT TO MEETQUANTITY REQUIREMENTS.

WATER QUANTITY SHALL BE ALSO BE PROVIDED THROUGH THE STORAGEWITHIN THE SEVEN RAIN GARDENS SHOWN HEREIN. THE SITE WILL BESEPARATED SEVERAL SMALLER BASINS FOR EACH RAIN GARDEN.APPROXIMATELY 20,189 CF OF WATER QUALITY STORAGE WILL BE REQUIREDFOR THIS PROJECT, AND MORE DETAIL WILL BE PROVIDED DURING THE FINALSP PROCESS.

POST-DEVELOPMENTTOTAL SITE AREA =12 ACRESPOST-DEVELOPED GRASS =6.7 AC @ 79POST-DEVELOPED IMPERVIOUS =5.3 AC @ 91COMPOSITE CN =84.3PRELIMINARY CALCULATIONS ABOVE SHOWS THAT THISPROJECT WILL INCREASE THE AMOUNT OF RUNOFFGENERATED BY THIS SITE. ONSITE MITIGATION WILL BEPROVIDED THROUGH THE THREE PROPOSED DETENTIONPONDS TO ENSURE NO ADVERSE IMPACTS DOWNSTREAM.

ADJACENT HYDRANT TEST

IRRIGATION NOTEIRRIGATION WILL BE PROVIDED IN MORE DETAIL ON FINAL PLAN.IRRIGATION TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR.A 1" METER AND BACKFLOW FOR IRRIGATION HAS BEENSCHEMATICALLY SHOWN.

AREA OF PROPOSED DEVELOPMENTPRE-DEVELOPMENTTOTAL BASIN AREA =12 ACRESPRE-DEVELOPED PERVIOUS =12 AC @ 79COMPOSITE CN =79.0

EROSION CONTROL & GRADING NOTES

1) EXPOSE AS SMALL AN AREA OF SOIL AS POSSIBLE ON THE SITE FOR NO MORE THAN 15 DAYS.KEEP DUST WITHING TOLERABLE LIMITS BY SPRINKLING OR OTHER ACCEPTABLE MEANS.

2) ALL CUT/FILL AREAS TO HAVE A MINIMUM OF 6" OF TOPSOIL COVER. AREAS DRESSED WITHTOPSOIL SHALL RECEIVE 12POUNDS PER 1000 SQUARE FEET OF 6-12-12 FERTILIZER (UNLESS OTHERWISE SPECIFIED IN WRITTEN SPECIFICATIONS), 5 POUNDS OR MORE OF KENTUCKY 31 FESCUE SEEDPER 1000 SQUARE FEET, AND A STRAW MULCH COVER OF 70%-80% COVERAGE (APPROXIMATELY 125POUNDS PER 1000 SQUARE FEET), UNLESS OTHERWISE NOTED WITHIN WRITTEN SPECIFICATIONS.

3) EROSION CONTROL BARRIER IS CALLED OUT ON PLANS AND IS TO COMPLY WITH THEMETROPOLITAN STORMWATER MANAGEMENT MANUAL, VOLUME FOUR, SECTION TCP-14.

4) DISTURBED AREAS ARE TO BE GRADED TO DRAIN AS INDICATED IN THE PLAN TO SEDIMENTBARRIERS DURING AND UPON THE COMPLETION OF CONSTRUCTION.

5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND THE LOCATION OF ANYEXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID DAMAGE TOALL EXISTING UTILITIES DURING CONSTRUCTION. IF DAMAGE DOES OCCUR TO ANY SUCHINSTALLLATION, FULL REPAIR WILL BE ACCOMPLISHED AS PER THE CURRENT SPECIFICATIONGOVERNING SUCH WORK.

6) ANY ACCESS ROUTES TO THE SITE SHALL BE BASED WITH CRUSHED STONE, ASTM #1 STONE, 100FEET LONG AND AT LEAST 6" THICK.

7) THE PLACING AND SPREADING OF ANY FILL MATERIAL IS TO BE STARTED AT THE LOWEST POINTAND BROUGHT UP IN HORIZONTAL LAYERS OF 8" THICKNESS (OR AS DIRECTED BY THE SOILSINVESTIGATIVE REPORT). SAID FILL MATERIAL IS TO BE FREE OF SOD, ROOTS, FROZEN SOILS, ORANY OTHER DECOMPOSABLE MATERIAL. SAID FILL IS TO BE COMPACTED TO A MINIMUM OF 95%STANDARD PROCTOR, OR AS OTHERWISE SPECIFIED BY THE SOILS REPORT OR WRITTENSPECIFICATIONS.

8) THE CONTRACTOR SHALL NOTIFY THE METRO DAVIDSON COUNTY DEPARTMENT OF PUBLICWORKS CONSTRUCTION COMPLIANCE DIVISION, THREE DAYS PRIOR TO BEGINNING THE WORK.

9) THE CONTRACTOR SHALL LOCATE AND STAKE THE LAYOUT OF THE SITE IN THE FIELD FORINSEPCTION BY THE ENGINEER. THE CONTRACTOR SHALL CHECK THE GRADES AND FINALDIMENSIONS ON THE GROUND, AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELYFOR A DECISION.

10) SURPLUS EXCAVATION OF TOPSOIL SHALL BE PLACED ON THE SITE AS APPROVED BY THEOWNER FOR THE PURPOSE OF FUTURE LANDSCAPE USE.

11) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY TEMPORARY WORKS FOR THEPROTECTION OF THE PUBLIC AND EMPLOYEES, INCLUDING WARNING SIGNS AND LIGHTS.

12) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES ORADJACENT PREMISES OR INJURIES TO THE PUBLIC DURING THE CONTRUCTION CAUSED BY HIMSELF,HIS SUB-CONTRACTORS, OR THE CARELESSNESS OF ANY OF HIS EMPLOYEES.

13) ALL WORK IS TO BE COMPLETED WITH COMPLIANCE TO THE RULES AND REGULATIONS SETFORTH BY METRO WATER SERVICES. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICE,OBTAIN ALL PERMITS, AND PAY FEES REQUIRED FOR THE COMPLETION OF HIS PORTION OF THEWORK. HE SHALL ALSO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS AND ORDINANCE ORREGULATIONS RELATING TO PORTIONS OF WORK WHICH HE IS TO PERFORM.

14) ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS STABILIZED &CONSTRUCTION IS COMPLETE.

15) CONTRACTOR SHALL PROVIDE AN AREA FOR CONCRETE WASH DOWN AND EQUIPMENT FUELINGIN ACCORDANCE WITH METRO CP-10 & CP-13. LOCATION TO BE COORDINATED WITH THE NPDESDEPARTMENT DURING THE PRE-CONSTRUCTION MEETING.

EXISTING FIRE HYDRANTS TAG BOLT NUMBERS 702 & 703.HYDRANT 702 IS AT THE CORNER OF 49TH AVE ANDTENNESSEE AVE. HYDRANTS WERE FLOW TESTED BYMETRO WATER SERVICES ON JUNE 24, 2013

BELOW IS A SUMMARY OF THE FLOW RESULTS:

STATIC PRESSURE: 65 PSI RESIDUAL PRESSURE: 60 PSI FLOW: 1,126 GPM FLOW @ 20 PSI: 3,688 GPM

BASED ON TABLE H.5.1 OF THE CURRENT NFPA, THEPROPOSED STRUCTURE WOULD NOT BE REQUIRED TO BEEQUIPPED WITH A SPRINKLER SYSTEM.

REVISIONS:

Site Utility and Stormwater Plan(615) 297-5166


MPC Case Number

2013SP-034-001


C4.0

SCALE: 1" = 50'

50 0 50 100 150

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D&A Project #13104

Cottage Park

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RESULTS FORTHCOMING



SITE AREA = 723,096 SF= 16.60 AC



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