Nashville - MAX FINISHED FLOOR ELEVATION 448.0 ......NASHVILLE, TN 37212 PHONE: 205.532.6412 E-MAIL:...

FLOODLINE ELEVATION 444.0FINISHED FLOOR ELEVATION 448.0

45' MA

X

45' M

AX

BUILDING ELEVATIONSCALE: 1" = 30'-0"2

ROADWAY CLASSIFICATIONSENSLEY AVENUE: T4-M-AB2-IMMOORE AVENUE: LOCAL STREET

CCCCCCCCCC

CC

CC

CC

40

15 15 7 10

16

10 11

5

3

7

106

BROWN'SCREEK

NASHVILLE AND EASTERN RAILROAD

CSX TRANSPORTA

TION R

AILROAD

50'LEVEL 1

FLOODWAY

BUFFER25'LEVEL 2

FLOODWAY

BUFFER

SERVICE

SERVICE

BROWN'SCREEK

24'

18'

18'

5'5'

57'-0

"

PR

OP

OS

ED

R.O

.W.

50'-0

"

EX

ISTI

NG

R.O

.W.

10'

4'

12'4'

40'-0"PROPOSEDR.O.W.

30'-0"EXISTINGR.O.W.

12'

MULTI-FAMILYRESIDENTIAL BUILDING A

16,938 S.F.

MULTI-FAMILYRESIDENTIAL BUILDING A

16,938 S.F.

12,000 SFDOG PARKDOG PARK

1,075 SFPOOLPOOL

COURTCOURT

MO

OR

E A

VEN

UE

MO

OR

E A

VEN

UE

ENSLEY BOULEVARDENSLEY BOULEVARD

NOLENSVILLE PIKE

NOLENSVILLE PIKE

LANDSCAPELANDSCAPE10512002100METRO GOV'T WWWATER & SEWER

10512002200BACAR

PROPERTIES, LLC

105120B90000COO.I.C. ALLOY

CONDOMINIUM AMENDED

10508024701METRO GOV'T NE POWER BOARD

10508024800PERKERSON,

RICHARD VERNER

10508022600MONTGOMERY,

JOHN H.

10508011200BASS, WILLIAM B. &SARA C., TRUSTEES

10508023800HART, LAWRENCE H. (LE)CUMBERLAND ADVISORY

GROUP LLC ET AL

10508023400BAS, LLC

10512001800HUDSON, RICKY L. &

JACQUELYN K.

SURFACE PARKING(77 SPACES)




BIORETENTIONBIORETENTIONFIRE PITFIRE PIT

RESTORED RIPARIAN ZONERESTORED RIPARIAN ZONE

EXISTINGVEGETATIONTO REMAIN

EXISTINGVEGETATIONTO REMAIN

15'

MA

X

15'

MA

X

EXISTING BUILDINGS TO BE DEMOLISHED

MULTI-FAMILYRESIDENTIAL BUILDING B

16,938 S.F.

MULTI-FAMILYRESIDENTIAL BUILDING B

16,938 S.F.



GREENWAY TO BE DEDICATED AS PUBLIC GREENWAY EASEMENT

A-3 BUFFER

5'

DESIGNATED STALL FORDOCKLESS

TRANSPORTATION12' MULTI-USE ASPHALT

PATH TO WINGROVEINTERSECTION (300'±)

WITHIN MWS PROPERTY.TO BE COORDINATEDWITH METRO WATER

SERVICES.

BIKE PARKING, WITHIN 50' OF PRINCIPAL ENTRY

BIKE PARKING

UP TO 10' WIDE BIKE LANE WITH PAVEMENT MARKINGS WITHIN EXISTING R.O.W. TO CARNEY ST. (200'±)

EASEMENT FOR FUTURE GREENWAY CONNECTION

LAND USE DESIGNATIONSMULTI-FAMILY RESIDENTIAL BUILDINGS: 130 MAX UNITS - Uses Allowed: to Match MUN-A

Front Setback: 0-15'Side Setback: 5'Rear Setback: 20'Height Max: A maximum of four stories in 45' in

height from the minimum occupied FFE allowed by Metro Water Services within the flood plain for this use

- Parking: Provide per zoning code

IMPERVIOUS SURFACE RATIO: MAXIMUM 0.5

FLOOR AREA RATIO: MAXIMUM 0.3

TOTAL PARKING REQUIRED: 147 SPACES

- 130 max units (33 2bd + 97 1bd = 163 bd = 163 sp req’d) - 10% Parking reduction permitted for 'transit' adjustment (reduction of 16 sp)

TOTAL PARKING PROVIDED: 155 spaces (surface parking)

GREEN SPACE: min. of 6.05 acres; 1,250 l.f. of greenway trail

If a development standard, not including permitted uses, is absent from the SP plan and/or Council approval, the property shall be subject to the standards, regulations and requirements of the MUN-A zoning district as of the date of the applicable request or application.

STORMWATER/UTILITIES/INFRASTRUCTURE:STORMWATER PLANS FOR THIS DEVELOPMENT TO BE PROVIDED IN A MANNER CONSISTENT WITH THE STORMWATER VOLUME 5 LID MANUAL. THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES TO INDICATE THE BASIC PREMISE OF THIS DEVELOPMENT AND PROPOSED STORMWATER LOCATIONS AND METHODS. FINAL DETAILS SHALL BE GOVERNED BY THE APPROPRIATE REGULATIONS AT THE TIM OF THE SUBMITTAL.

ALL ABOVE GROUND UTILITY BOXES/DEVICES WILL BE SCREENED APPROPRIATELY.

ALL PROPOSED NEW PUBLIC UTILITIES AND SERVICES SHALL BE INSTALLED UNDERGROUND.

ALL ACCESS DRIVES AND DRIVEWAYS WITHIN THIS DEVELOPMENT SHALL BE PRIVATE.

ALL PRIVATE DRIVES/ALLEYS MAY BE PAVED WITH PERVIOUS PAVEMENT WITH MATERIAL AND CROSS SECTION TO BE APPROVED BY METRO PUBLIC WORKS.

ALL SIDEWALKS LOCATED WITHIN THE PUBLIC R.O.W. ARE TO MEET METRO PUBLIC WORKS AND ADA STANDARDS.

REFER TO CIVIL DRAWINGS FOR ALL OTHER UTILITIES/ EASEMENTS.

ALL GRADING SHOWN ON THIS PLAN IS CONCEPTUAL. THE SITE WILL BE BALANCED FOR CUT AND FILL TO THE EXTENT POSSIBLE WHILE REMAINING IN COMPLIANCE WITH THE FLOODPLAIN REGULATIONS.

DESIGN TEAMDEVELOPER: CORE DEVELOPMENTCONTACT: KENT CAMPBELLADDRESS: 2206 21ST AVE S, SUITE 200

NASHVILLE, TN 37212PHONE: 205.532.6412E-MAIL: [email protected]

LANDSCAPEARCHITECT: HAWKINS PARTNERS, INC.CONTACT: KIM HAWKINSADDRESS: 110 S 10TH STREET, 2ND FLOOR


CIVIL ENGINEER: CIVIL SITE DESIGN GROUPCONTACT: JEREMY WESTMORELANDADDRESS: 2305 KLINE AVE, SUITE 300


PROPERTY INFORMATIONDISTRICT: (17) COLBY SLEDGEPARCEL ID: 10512002101ADDRESS: 1700 4TH AVENUE S,

NASHVILLE, TN 37210OWNER: FREEMAN INVESTMENT, L.P.

P.O. BOX 150868 NASHVILLE, TN 37215ZONING: IWDACREAGE: 11.03 ACRES

PURPOSETHE PURPOSE OF THIS PRELIMINARY SP ZONING IS TO ALLOW UP TO 130 MULTI-FAMILY RESIDENTIAL UNITS CONCENTRATED ALONG THE ARTERIAL CORRIDOR WHILE MAINTAINING THE MAJORITY OF THE SITE FOR CONSERVATION USES.

GENERAL PLAN/COMMUNITYPLAN CONSISTENCYTHE ENSLEY BOULEVARD SP IS CONSISTENT WITH THE CURRENT ADOPTED POLICY WITHIN THE NASHVILLE NEXT COMMUNITY PLAN:CO (CONSERVATION AREA)T4-MU (URBAN MIXED USE NEIGHBORHOOD)

The development indicates higher density residential uses along the adjacent arterial providing a concentrated walkable development node, while maintaining 56% of the site through conservation initiatives (floodway, floodway buffer, greenway, and riparian restoration) and restoring illegally filled floodway areas.

LANDSCAPETHE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH THE REQUIREMENTS FOR METRO ZONING CODE CHAPTER 17.24 ARTICLE II: TREE PROTECTION AND REPLACEMENT, AND WITH CHAPTER 17.40 ARTICLE X: TREE PROTECTION AND REPLACEMENT PROCEDURES. DETAILED LANDSCAPE ORDINANCE PLAN TO BE SUBMITTED WITH THE FINAL SP SUBMITTAL.

TREES PLANTED WITHIN THE RIGHT-OF-WAY TO BE PLANTED, IRRIGATED, AND MAINTAINED BY THE OWNER AND COUNT TOWARD THE REQUIRED TDU.

THE RIPARIAN RESTORATION ZONES SHALL BE ESTABLISHED THROUGH THE REMOVAL OF EXISTING PAVEMENTS AND COMPACTED SUBGRADES. RESTORATIVE PLANTINGS SHALL BE COMPRISED OF DEEP ROOTED NATIVE GRASSES AND PERENNIALS USING THE NO-TILL DRILL METHOD TO MATCH RECENT RIPARIAN IMPROVEMENTS AT FAIR PARK.

GENERAL NOTESTHE FINAL SITE PLAN/BUILDING PERMIT SITE PLAN SHALL DEPICT THE REQUIRED PUBLIC SIDEWALKS, ANY REQUIRED GRASS STRIP OR FRONTAGE ZONE AND THE LOCATION OF ALL EXISTING AND PROPOSED VERTICAL OBSTRUCTIONS WITHIN THE REQUIRED SIDEWALK AND GRASS STRIP FRONTAGE ZONE. PRIOR TO THE ISSUANCE OF USE AND OCCUPANCY PERMITS, EXISTING VERTICAL OBSTRUCTIONS SHALL BE RELOCATED OUTSIDE OF THE REQUIRED SIDEWALK. WITH METRO APPROVAL, SIDEWALKS AND LANDSCAPE ZONES MAY BE ADJUSTED TO AVOID OBSTRUCTIONS. VERTICAL OBSTRUCTIONS ARE ONLY PERMITTED WITHIN THE REQUIRED GRASS STRIP OR FRONTAGE ZONE.

ALL DEVELOPMENT WITHIN THE BOUNDARIES OF THIS PLAN MEETS THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT AND FAIR HOUSING ACT.

ALL EXISTING STRUCTURES ON THIS PARCEL TO BE DEMOLISHED UNLESS OTHERWISE NOTED ON PLANS.

THIS PROPERTY DOES LIE WITHIN AN AREA DESIGNATED AS SPECIAL FLOOD HAZARD AREA ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE MAPS. (REFER TO CIVIL)

TRASH AND RECYCLING SERVICES TO BE CONTRACTED BETWEEN THE DEVELOPER/OWNER AND A PRIVATE HAULER FOR ALL UNITS.

USPS MAIL DELIVERY WILL BE PROVIDED BY CENTRALIZED KIOSKS/MAIL ROOMS WITHIN MULTI-FAMILY BUILDINGS.

ALL SIDEWALKS ALONG PUBLIC ROADS SHALL MEET THE REQUIREMENTS OF THE MCSP.

THE FINAL SITE PLAN/BUILDING PERMIT SITE PLAN SHALL DEPICT A MINIMUM 5 FOOT CLEAR PATH OF TRAVEL FOR PEDESTRIAN WAYS, INCLUDING PUBLIC SIDEWALKS, AND THE LOCATION OF ALL EXISTING AND PROPOSED OBSTRUCTIONS. PRIOR TO THE ISSUANCE OF USE AND OCCUPANCY PERMITS, EXISTING OBSTRUCTIONS, INCLUDING POWER POLES AND SIGNAGE, WITHIN THE PATH OF TRAVEL SHALL BE RELOCATED TO PROVIDE A MINIMUM OF 5’ OF CLEAR ACCESS. WITH METRO APPROVAL, SIDEWALKS AND LANDSCAPE ZONES MAY BE ADJUSTED TO AVOID OBSTRUCTIONS.

IN THE EVENT THIS PROPERTY IS NOT UTILIZED AS INTENDED BY THIS SPECIFIC PLAN, THE PROPERTY MAY BE DEVELOPED/UTILIZED IN ACCORDANCE WITH THE REQUIREMENTS (AS DETAILED IN THE METRO ZONING ORDINANCE) OF THE ORIGINAL IWD ZONING. ANY FUTURE IMPROVEMENTS TO THE PROPERTY WILL BE SUBJECT TO STANDARDS AND APPROVAL OF METRO WATER AND SEWER.

SOIL CLASSIFICATION88.5% LINDELL-URBAN LAND COMPLEX11.5% STIVERSVILLE-URBAN LAND COMPLEX (3 - 25%)

JOB NO.: 17-139DATE: 7-17-18

SCALE: 1" = 40'-0"

SHEET:

ENSL

EY B

OU

LEV

AR

D M

AST

ERPL

AN

NA

SHV

ILLE

, TEN

NES

SEE

L3.0

PREL

IMIN

AR

Y S

P

REV: 8-20-18

L1.00

SITE PLAN

LEGEND

OPEN SPACE/LANDSCAPE AREA

RESTORED RIPARIAN ZONE

BIORETENTION AREA

STREAM/WATERWAY EXTENTS

FLOODWAY

FLOODWAY BUFFER - LEVEL 1

0 20 40 80

SCALE: 1" = 40'-0"

20

PLAN NORTH

ENCROACHMENTSEXPOSED, COVERED, OR ENCLOSED PORCHES AND DECKS MAY EXTEND INTO FRONT, SIDE AND BACK SETBACKS OR COMMON SPACE NOT EXCEEDING 6FT INTO COMMON SPACE OR 3FT FROM PRIVATE LOT PROPERTY LINES.

CASE NO.: 2018SP-048-001

ARCHITECTURETHE FINAL BUILDING ELEVATIONS SHALL BE SUBMITTED WITH THE FINAL SITE PLAN AND SHALL BE CONSISTENT WITH THE FOLLOWING ARCHITECTURAL STANDARDS:

A.

B.

C.

D.

E.

F.

G.

BUILDING FACADES FRONTING A STREET SHALL PROVIDE A MINIMUM OF ONE PRINCIPAL ENTRANCE (DOORWAY) AND A MINIMUM OF 25% GLAZING.

THE MINIMUM GROUND FLOOR HEIGHT FOR MULTIFAMILY BUILDING SHALL BE 10'-4".

IF PROVIDED, PORCHES SHALL HAVE A MINIMUM DEPTH OF SIX FEET.

A RAISED FOUNDATION OF 4'-0" MINIMUM ABOVE FLOODWAY ELEVATION SHALL BE PROVIDED FOR RESIDENTIAL STRUCTURES.

PROHIBITED MATERIALS: VINYL SIDING, EIFS (EXTERIOR INSULATED FINISH SYSTEM) AND UNTREATED WOOD IS PROHIBITED ON ALL FACADES. UNCOATED CHAINLINK FENCING IS PROHIBITED.

ALLOWED MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO METAL PANELS, FIBER CEMENTIOUS SIDING/PANELS, BRICK, STONE, SPLIT FACE CMU BLOCK AND PAINTED/STAINED CONCRETE FOR FOUNDATIONS.

AWNINGS: FIRST FLOOR CANOPIES/AWNINGS ARE APPROPRIATE AT BUILDING ENTRANCES AND SHALL NOT BE MADE OF PLASTIC, NOR SHALL THEY BE TRANSPARENT OR INTERNALLY ILLUMINATED.

FEMA INFORMATIONMAP NUMBER:47037C0244HPANEL NUMBER: 244EFFECTIVE DATE: APRIL 5, 2017

PROJECT SITE

KEY PLAN

A-3 LANDSCAPE BUFFER

SITE PLANSCALE: 1" = 40'-0"1

8'-0"

4'-0"

FURN.

10'-0"

SIDEWALK

15'-0" MAX

BLDG SETBACK

PR

OP

ER

TY L

INE

R.O.W. SECTIONSCALE: 1" = 10'-0"3

PARKINGVEHICULAR AND BIKE PARKING COUNTS SHALL BE SUBJECT TO METRO PARKING REQUIREMENTS.

TRANSPORTATION RELATEDWHEN CONSTRUCTED, THE GREENWAY SHALL BE BUILT TO MEET THE SPECIFICATIONS OF THE METRO GREENWAYS COMMISSION AND THE METRO GREENWAYS DESIGN STANDARDS.

DEVELOPMENT TO INCLUDE INTERIOR BICYCLE STORAGE AND MAINTENANCE ROOM IN DEVELOPMENT.

LOCATION OF WATER FOUNTAIN, BICYCLE FIX-IT STATION, AND WAYFINDING SIGNAGE ALONG THE GREENWAY TO BE COORDINATED WITH THE PARKS DEPARTMENT.

OWNER WILL WORK WITH MTA TO PROVIDE TRANSIT SHELTER ALONG ENSLEY. LOCATION T.B.D.

CONDITIONS: 7-30-2018

BRID

GE

STORM SEWER MANHOLE

TC=437.94IE=431.54 (OUT)

SEWER MANHOLE

TC=438.34MANHOLETC=434.59

IE=427.9MANHOLETC=434.73

CO*2 WM

CO

CURB INLETTC=438.11IE=434.96

IE=434.96

SEWER MANHOLE

TC=439.44STORM SEW

ER MANHOLETC=439.39SEW

ER MANHOLETC=439.15

SEWER MANHOLE

TC=440.67

SEWER MANHOLE

TC=439.87CURB INLETTC=437.47IE=434.61IE=434.61

BENCHMARK (NAVD88)HYDRANT TAG BOLT

N: 657185.34E: 1744394.35ELEV: 437.71

SEWER MANHOLE

TC=429.58

VENT PIPE

48" RCP INVIE=429.60

36" RCP (DRY?)IE=428.95

SEWER MANHOLE

TC=443.81

WM

G

G

G

443.05

443.2

443.4

443.6

443.8

443.8

444.0

444.3

443.0

IE=434.94IE=435.08

CURB INLET *2TC=438.22

IE=435.0

CO

CATCH BASINTC=447.30

IE=443.64

36" CMPIE=433.78


36" RCPIE=434.79

IR(O) 1/2" CHERRYN: 656917.57E: 1744117.41

SA

SA

SA

SA

SASASASA SASASASASA

SASA

SASA

SASA

SASA

SA

SASA

SASA

SASA

SASA

SASA

SASA

SASA

SA

SA

SA

SA

SA

SA

SA

SA

SA

WW

WW

WW

WW

W

W

W

W

W

W

W

CO

NC

. PA

D(TY

PIC

AL)

GANTRYCRANE

FLOODWAY

FLOODWAY

25'ZONE 2

BUFFER

100-YE

AR

FLOO

D E

LEV

ATIO

NS

AS

SC

ALE

D FR

OM

FEM

A FIS

AN

D FIR

M

100-YE

AR

FLOO

D E

LEV

ATIO

NS

AS

SC

ALE

D FR

OM

FEM

A FIS

AN

D FIR

M

ME

TRO

SE

WE

R LIN

E(N

O E

AS

EM

EN

T WID

TH FO

UN

D)

TVA EASEMENT

GR

AVEL

36" RCP

48" RCP

TOP OF BANK

TOP OF BANK

42" SEWER

L2

N85°08'52"W 396.42'

L1

C1

N1°32'52"W332.04'

C2

N50°40'00"E142.55'

S49°53'00"E210.00'

S4°17'55"E70.00'

S49°53'00"E 619.88'

S11°39'12"W211.92'

100-YEARFLO

OD

ELEV.(TYPIC

AL)

CE

NTE

RLIN

E O

F OR

IGIN

AL

MA

IN TR

AC

K - N

OTE

: THIR

DS

ET O

F RR

TRA

CK

S TO

THE

NO

RTH

AR

E N

OT S

HO

WN

CULVERT

SEWER DEPTH INACCESSIBLE

50'ZONE 1BUFFER

4

3

5

431

4

3

2

4

3

3

4

3

4

435

434

4

3

6

437

438

4

3

9

4

3

5

433

4

3

4

4

3

6

4

3

0

4

4

0

4

4

5

4

4

8

4

3

6

4

4

0

4

7

4

4

7

0

4

7

0

4

3

1

4

3

0

4

2

9

432

4

3

2

4

3

3

4

3

2

433

4

3

4

4

4

1

4

4

2

4

4

2

4

4

0

441

4

3

9

4

4

0

4

4

0

4

4

1

441

4

3

9

4

4

1

4

3

9

4

3

8

4

3

7

4

3

7

4

3

9

4

3

9

4

3

9

4

4

0

4

4

1

441

4

4

1

4

4

1

4

4

0

4

4

4

443

445

4

4

6

4

4

5

4

4

0

4

7

0

4

6

9

4

4

1

441

4

3

9

4

4

0

436

4

4

4

441

4

4

1

4

4

0

4

3

0

4

4

0

4

3

3

4

3

3

4

4

0

4

4

1

S83°07'11"E25.09'

50'ZONE 1

BUFFER

50'ZONE 1

BUFFER

25'ZONE 2

BUFFER

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

25'ZONE 2BUFFER

BRID

GE

STORM SEWER MANHOLE

TC=437.94IE=431.54 (OUT)

SEWER MANHOLE



CO*2 WM

CO


IE=434.96

SEWER MANHOLE

TC=439.44STORM SEW


ER MANHOLETC=439.15

SEWER MANHOLE

TC=440.67

SEWER MANHOLE



N: 657185.34E: 1744394.35ELEV: 437.71

SEWER MANHOLE

TC=429.58

VENT PIPE


36" RCP (DRY?)IE=428.95

SEWER MANHOLE

TC=443.81

WM

G

G

G

443.05

443.2

443.4

443.6

443.8

443.8

444.0

444.3

443.0

IE=434.94IE=435.08


IE=435.0

CO


IE=443.64

36" CMPIE=433.78


36" RCPIE=434.79

IR(O) 1/2" CHERRYN: 656917.57E: 1744117.41

SA

SA

SA

SA

SASASASA SASASASASA

SASA

SASA

SASA

SASA

SA

SASA

SASA

SASA

SASA

SASA

SASA

SASA

SA

SA

SA

SA

SA

SA

SA

SA

SA

WW

WW

WW

WW

W

W

W

W

W

W

W

CO

NC

. PA

D(TY

PIC

AL)

GANTRYCRANE

FLOODWAY

FLOODWAY

25'ZONE 2

BUFFER

100-YE

AR

FLOO

D E

LEV

ATIO

NS

AS

SC

ALE

D FR

OM

FEM

A FIS

AN

D FIR

M

100-YE

AR

FLOO

D E

LEV

ATIO

NS

AS

SC

ALE

D FR

OM

FEM

A FIS

AN

D FIR

M

ME

TRO

SE

WE

R LIN

E(N

O E

AS

EM

EN

T WID

TH FO

UN

D)

TVA EASEMENT

GR

AVEL

36" RCP

48" RCP

TOP OF BANK

TOP OF BANK

42" SEWER

L2

N85°08'52"W 396.42'

L1

C1

N1°32'52"W332.04'

C2

N50°40'00"E142.55'

S49°53'00"E210.00'

S4°17'55"E70.00'

S49°53'00"E 619.88'

S11°39'12"W211.92'

100-YEARFLO

OD

ELEV.(TYPIC

AL)

CE

NTE

RLIN

E O

F OR

IGIN

AL

MA

IN TR

AC

K - N

OTE

: THIR

DS

ET O

F RR

TRA

CK

S TO

THE

NO

RTH

AR

E N

OT S

HO

WN

CULVERT


50'ZONE 1BUFFER

4

3

5

431

4

3

2

4

3

3

4

3

4

435

434

4

3

6

437

438

4

3

9

4

3

5

433

4

3

4

4

3

6

4

3

0

4

4

0

4

4

5

4

4

8

4

3

6

4

4

0

4

7

4

4

7

0

4

7

0

4

3

1

4

3

0

4

2

9

432

4

3

2

4

3

3

4

3

2

433

4

3

4

4

4

1

4

4

2

4

4

2

4

4

0

441

4

3

9

4

4

0

4

4

0

4

4

1

441

4

3

9

4

4

1

4

3

9

4

3

8

4

3

7

4

3

7

4

3

9

4

3

9

4

3

9

4

4

0

4

4

1

441

4

4

1

4

4

1

4

4

0

4

4

4

443

445

4

4

6

4

4

5

4

4

0

4

7

0

4

6

9

4

4

1

441

4

3

9

4

4

0

436

4

4

4

441

4

4

1

4

4

0

4

3

0

4

4

0

4

3

3

4

3

3

4

4

0

4

4

1

S83°07'11"E25.09'

50'ZONE 1

BUFFER

50'ZONE 1

BUFFER

25'ZONE 2

BUFFER

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

25'ZONE 2BUFFER

433432

8'

18'

8'24'18'

24.01'

10'

8'5' 8'

15' 16'

5'

18'

8'

8'

24'

9'

COMPACT

18'

24'

18'

COMPACT COMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACTCOMPA

CTCOMPACTC

OMPACTC

OMPACTCOMPA

CTCOMPA

CTCOMPA

CTCOMPACT

443.8

444.0

443

444

443442

439

441

439

444

443

445

445

445 445 445445 445

445

446

447 445

445

443442

444443

444

444

444

444

445444

440434433

445.7

430

430

433

445 445 445 444.0

444.2

444.0

443.2

443.4

443.4

445.1

444.9

444.7444.4

444.7

444.9

444.2

444.0

444.0

444.2

444.5

444.3444.2

444.4

443.6

445.4

445.55

447.98

445.6

445.5

444.2

444.7444.0

444.2

444.5

444.8445.5

444.0

444.2

444.5

444.8

444.7

445.3

444.0

444.6445.4

447.9445.9

445.8444.7

444.0

444.2

444.5437.3

437.1

440.7442.4

431

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442441

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440

441

442

440

442

443

444

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PROJECT BENCHMARK:

DESCRIPTION: HYDRANT TAG BOLT

ELEVATION: 437.71

OAKST.

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NAPO

TENNESSEESTATE

FAIRGROUNDS

SOUTH

SOUTH

41A

3RD

31A

31A

41A

PIKE

31W

SITE

JOB NO.: 17-139DATE: 08-20-18

SCALE: 1" = 40'-0"

SHEET:

ENSL

EY B

OU

LEV

AR

D M

AST

ERPL

AN

NA

SHV

ILLE

, TEN

NES

SEE

PREL

IMIN

AR

Y S

P

MAP 105 PARCEL 101

H

T

R

O

N

VICINITY MAP

N.T.S.

0 40302010 80 120

GRAPHIC SCALE 1"=40'

H

T

R

O

N

RISERSW/ HANDRAIL

(11) 6' RISERSW/ HANDRAIL

FFE = 448.0

RISERSW/ HANDRAIL

(14) 6 14" RISERSW/ HANDRAIL

FFE = 448.0

EXTEND EXISTING 48" RCP

EXISTING 36" RCPTO BE ABANDONED

BIORETENTION

TIE ALL ROOF DRAINS TOPRIVATE STORM COLLECTION

IN REAR

TIE ALL ROOF DRAINS TOPRIVATE STORM COLLECTION

IN REAR

RISERSW/ HANDRAIL

RISERSW/ HANDRAIL

RISERSW/ HANDRAILRISERS

W/ HANDRAIL

Site Grading, Drainage & ErosionControl Notes:

1. The disturbed area for this project is approximately 8.4 acres.

2. The contractor shall comply with all pertinent provisions of the manual ofaccident prevention and construction issued by AGC of America, Inc. andthe safety and health regulations of construction issued by the U.S.Department of Labor.

3. The contractor shall call "Tennessee One Call" (811) 72 hours prior toproceeding with any excavation.

4. If any springs or underground streams are exposed during construction,permanent French drains may be required. The drains shall be specifiedand located during construction as required by the conditions which areencountered, and shall be approved by the engineer.

5. Stockpiled topsoil or fill material shall be treated so no sediment run-off willcontaminate surrounding areas or enter nearby streams.

6. Clean silt barriers when they are approximately 50% filled with sediment oras directed by the owner's representative. Silt barriers shall be replaced aseffectiveness is significantly reduced, or as directed by the owner'srepresentative.

7. All new pipes under existing paved areas shall be backfilled to the top ofsubgrade with # 57 crushed stone.

8. Sediment removed from sediment control structures is to be placed at asite approved by the local governing authority. It shall be treated in amanner so that the area around the disposal site will not be contaminatedor damaged by the sediment in the run-off. Cost for this treatment is to beincluded in the bid price for earthwork. The contractor shall obtain thedisposal site as part of his work.

9. Reinforced concrete storm drainage pipe shall be Class III. Corrugatedmetal pipe shall be 14 gauge unless otherwise noted.

10. Minimum grade on asphalt or concrete paving shall be 1.0%.

11. Construct silt barriers before beginning any grading operations.

12. This grading & drainage plan is not a determination or guarantee of thesuitability of the subsurface conditions for the work indicated.Determination of the subsurface conditions for the work indicated is solelythe responsibility of the contractor.

13. Do not disturb vegetation or remove trees except when necessary forgrading purposes.

14. Top of grate elevations and location of coordinates for drainagestructures shall be installed as shown on the plan unless otherwise noted.The grates shall slope longitudinally with the pavement grades.Coordinates provided are for the center of the grate (at the face of curbwhere applicable).

15. Any site used for disposal and/or stockpile of any material shall beproperly permitted for such activity. It is the responsibility of the contractorto see that all required permits are secured for each property utilized. Acopy of the approved permit must be provided to the inspector prior tocommencement of work on any property. Failure to do so may result in thecontractor removing any illegally placed material at his own expense.

16. Respread topsoil (6 inch minimum thickness), seed, and straw alldisturbed areas as soon as possible after final grading is completed,unless otherwise indicated. Contractor shall take whatever meansnecessary to establish permanent soil stabilization.

17. Proposed contour lines and spot elevations are the result of anengineered grading design and reflect a planned intent with regard todrainage and movement of materials. Should the contractor have anyquestion of the intent or any problem with the continuity of grades, theengineer shall be contacted immediately.

18. All cut and fill slopes shall be 3 horizontal to 1 vertical or flatter unlessotherwise indicated on plans.

19. Positive drainage shall be established as the first order of work and shallbe maintained at all times during and after construction. Soil softened byperched water in foundation and pavement areas must be undercut andreplaced with suitable fill materials.

20. Remove sediment from all drainage structures before acceptance bylocal governing agency, or as directed by the owner's representative.

21. Contractor shall conform to all applicable codes and obtain approval asnecessary before beginning construction.

22. Remove the temporary erosion and water pollution control devices onlyafter a solid stand of grass has been established on graded areas andwhen in the opinion of the owner's representative, they are no longerneeded.

23. Provide temporary construction access(es) at the point(s) whereconstruction vehicles exit the construction area. Maintain public roadwaysfree of tracked mud and dirt.

24. All earthwork, including the excavated subgrade and each layer of fill,shall be monitored and approved by a qualified geotechnical engineer, orhis representative.

25. All fill material on this project shall be approved by the geotechnicalengineer prior to placement. This material shall be placed in lifts andcompacted as directed by the geotechnical engineer. The contractor shallbe responsible for employing a geotechnical engineer if one is not providedby the owner.

26. All drainage construction materials and installation shall conform to therequirements and specifications of the local governing agency.

27. It shall be the contractor's responsibility to waste excess earth materialoff site at no additional cost to the owner. The contractor shall first offer theexcess material to the owner. If not accepted by the owner, the contractorshall dispose of earth material off site. It shall also be the contractor'sresponsibility to import suitable material (at no additional cost to the owner)for earthwork operations if sufficient amounts of earth material are notavailable on site.

28. The contractor shall check all existing grades and dimensions in the fieldprior to beginning work and report any discrepancies to the engineer.Commencement of any grading work constitutes the contractor'sacceptance of the existing grade as matching those shown on the plans.

29. Strip topsoil from all cut and fill areas and stockpile. Upon completion ofgeneral grading respread the topsoil over all disturbed areas, to a minimumdepth of 6". Contractor shall supply additional topsoil if insufficientquantities exist on site. Remove any excess topsoil from site.

30. The contractor shall take special care to compact fill sufficiently aroundand over all pipes, structures, valve stems, etc., inside the proposed pavedareas to avoid settlement. Any settlement during the warranty period shallbe restored by the contractor at no additional cost to the owner.

31. In no case shall slope height, slope inclination, or excavation depth,including trench construction, exceed those specified in local, state andfederal regulations, specifically the current OSHA Health and SafetyStandards for Excavations (29 CRF Part 1926) shall be followed.

32. All fill slopes and cut slopes on this project shall be reviewed by theowner's geotechnical engineer during construction to confirm that theslopes are (will be) stable. It is the contractor's responsibility to have thisconfirmation in writing from the geotechnical engineer.

33. All fill on this project shall be installed and compacted in accordance withthe owner's geotechnical engineer's recommendation. The owner'sgeotechnical engineer shall review all filling operations to confirm theearthwork is properly installed and compacted. It is the contractor'sresponsibility to have this conformation in writing from the geotechnicalengineer.

34. Relocation of existing plant materials shall be coordinated with the ownerand relocated to a designated area on site.

35. All horizontal and vertical information of proposed culverts shown hereonwhich accept/discharge flows to/from existing channels are approximateutilizing topographic drawings. The final horizontal and vertical alignmentsshall be field located by the contractor prior to the ordering of materials orcommencement of construction and shall notify the engineer of anydiscrepancies to what was designed.

36. The contractor shall coordinate the exact location of the storm drainconnections at the building with the plumbing plans.

37. The location of all diversion swales and ditches shall be field adjusted toavoid trees as possible. The contractor shall walk the alignment of theseswales and ditches in the field to verify avoidance of trees.

NOTE:Metro Water Services shall be provided sufficient andunencumbered ingress and egress at all times in order to maintain,repair, replace, and inspect any storm water facilities within theproperty.

Any excavation, fill or disturbance of the existing ground elevationmust be done in accordance with storm water managementordinance no.78-840 and approved by the MetropolitanDepartment of Water Service.

Size driveway culverts per the design criteria set forth by the MetroWater Management Manual (Minimum driveway culvert in MetroROW is 15" CMP).

Drawing is for illustration purposes to indicate the basic premise ofthe development, as it pertains to Storm Water approval/commentsonly. The final lot count and details of the plan shall be governedby the appropriate Storm Water regulations at the time of finalapplication.

The buffer along the waterways will be an area where the surfacewill be refurbished to a natural state through construction and notdisturbed once the construction is complete.

A wetland determination is to be performed and any definedwetlands are to have a 25 foot buffer established. Due to existingaggregate fill near potential wetlands, a portion of this buffer maybe restored to natural conditions, any other areas will be leftundisturbed.

All grading shown on this plan is conceptual. The site will bebalanced for cut and fill to the extent possible while remaining incompliance with the floodplain regulations.

C3.00

SHEET: GRADING ANDDRAINAGE PLAN

SP CASE NO. 2018SP-048-01

BRID

GE

STORM SEWER MANHOLE

TC=437.94IE=431.54 (OUT)

SEWER MANHOLE



CO*2 WM

CO


IE=434.96

SEWER MANHOLE

TC=439.44STORM SEW


ER MANHOLETC=439.15

SEWER MANHOLE

TC=440.67

SEWER MANHOLE



N: 657185.34E: 1744394.35ELEV: 437.71

SEWER MANHOLE

TC=429.58

VENT PIPE


36" RCP (DRY?)IE=428.95

SEWER MANHOLE

TC=443.81

WMG

G

G

443.05

443.2

443.4

443.6

443.8

443.8

444.0

444.3

443.0

IE=434.94IE=435.08


IE=435.0

CO


IE=443.64

36" CMPIE=433.78


36" RCPIE=434.79

IR(O) 1/2" CHERRYN: 656917.57E: 1744117.41

SA

SA

SA

SA

SASASASA SASASASASA

SASA

SASA

SASA

SASA

SA

SASA

SASA

SASA

SASA

SASA

SASA

SASA

SA

SA

SA

SA

SA

SA

SA

SA

SA

WW

WW

WW

WW

W

W

W

W

W

W

W

CO

NC

. PA

D(TY

PIC

AL)

GANTRYCRANE

FLOODWAY

FLOODWAY

25'ZONE 2

BUFFER

100-YE

AR

FLOO

D E

LEV

ATIO

NS

AS

SC

ALE

D FR

OM

FEM

A FIS

AN

D FIR

M

100-YE

AR

FLOO

D E

LEV

ATIO

NS

AS

SC

ALE

D FR

OM

FEM

A FIS

AN

D FIR

M

ME

TRO

SE

WE

R LIN

E(N

O E

AS

EM

EN

T WID

TH FO

UN

D)

TVA EASEMENT

GR

AVEL

36" RCP

48" RCP

TOP OF BANK

TOP OF BANK

42" SEWER

L2

N85°08'52"W 396.42'

L1

C1

N1°32'52"W332.04'

C2

N50°40'00"E142.55'

S49°53'00"E210.00'

S4°17'55"E70.00'

S49°53'00"E 619.88'

S11°39'12"W211.92'

100-YEARFLO

OD

ELEV.(TYPIC

AL)

CE

NTE

RLIN

E O

F OR

IGIN

AL

MA

IN TR

AC

K - N

OTE

: THIR

DS

ET O

F RR

TRA

CK

S TO

THE

NO

RTH

AR

E N

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HO

WN

CULVERT


50'ZONE 1BUFFER

4

3

5

431

4

3

2

4

3

3

4

3

4

435

434

4

3

6

437

438

4

3

9

4

3

5

433

4

3

4

4

3

6

4

3

0

4

4

0

4

4

5

4

4

8

4

3

6

4

4

0

4

7

4

4

7

0

4

7

0

4

3

1

4

3

0

4

2

9

432

4

3

2

4

3

3

4

3

2

433

4

3

4

4

4

1

4

4

2

4

4

2

4

4

0

441

4

3

9

4

4

0

4

4

0

4

4

1

441

4

3

9

4

4

1

4

3

9

4

3

8

4

3

7

4

3

7

4

3

9

4

3

9

4

3

9

4

4

0

4

4

1

441

4

4

1

4

4

1

4

4

0

4

4

4

443

445

4

4

6

4

4

5

4

4

0

4

7

0

4

6

9

4

4

1

441

4

3

9

4

4

0

436

4

4

4

441

4

4

1

4

4

0

4

3

0

4

4

0

4

3

3

4

3

3

4

4

0

4

4

1

S83°07'11"E25.09'

50'ZONE 1

BUFFER

50'ZONE 1

BUFFER

25'ZONE 2

BUFFER

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

25'ZONE 2BUFFER

BRID

GE

STORM SEWER MANHOLE

TC=437.94IE=431.54 (OUT)

SEWER MANHOLE



CO*2 WM

CO


IE=434.96

SEWER MANHOLE

TC=439.44STORM SEW


ER MANHOLETC=439.15

SEWER MANHOLE

TC=440.67

SEWER MANHOLE



N: 657185.34E: 1744394.35ELEV: 437.71

SEWER MANHOLE

TC=429.58

VENT PIPE


36" RCP (DRY?)IE=428.95

SEWER MANHOLE

TC=443.81

WMG

G

G

443.05

443.2

443.4

443.6

443.8

443.8

444.0

444.3

443.0

IE=434.94IE=435.08


IE=435.0

CO


IE=443.64

36" CMPIE=433.78


36" RCPIE=434.79

IR(O) 1/2" CHERRYN: 656917.57E: 1744117.41

SA

SA

SA

SA

SASASASA SASASASASA

SASA

SASA

SASA

SASA

SA

SASA

SASA

SASA

SASA

SASA

SASA

SASA

SA

SA

SA

SA

SA

SA

SA

SA

SA

WW

WW

WW

WW

W

W

W

W

W

W

W

CO

NC

. PA

D(TY

PIC

AL)

GANTRYCRANE

FLOODWAY

FLOODWAY

25'ZONE 2

BUFFER

100-YE

AR

FLOO

D E

LEV

ATIO

NS

AS

SC

ALE

D FR

OM

FEM

A FIS

AN

D FIR

M

100-YE

AR

FLOO

D E

LEV

ATIO

NS

AS

SC

ALE

D FR

OM

FEM

A FIS

AN

D FIR

M

ME

TRO

SE

WE

R LIN

E(N

O E

AS

EM

EN

T WID

TH FO

UN

D)

TVA EASEMENT

GR

AVEL

36" RCP

48" RCP

TOP OF BANK

TOP OF BANK

42" SEWER

L2

N85°08'52"W 396.42'

L1

C1

N1°32'52"W332.04'

C2

N50°40'00"E142.55'

S49°53'00"E210.00'

S4°17'55"E70.00'

S49°53'00"E 619.88'

S11°39'12"W211.92'

100-YEARFLO

OD

ELEV.(TYPIC

AL)

CE

NTE

RLIN

E O

F OR

IGIN

AL

MA

IN TR

AC

K - N

OTE

: THIR

DS

ET O

F RR

TRA

CK

S TO

THE

NO

RTH

AR

E N

OT S

HO

WN

CULVERT


50'ZONE 1BUFFER

4

3

5

431

4

3

2

4

3

3

4

3

4

435

434

4

3

6

437

438

4

3

9

4

3

5

433

4

3

4

4

3

6

4

3

0

4

4

0

4

4

5

4

4

8

4

3

6

4

4

0

4

7

4

4

7

0

4

7

0

4

3

1

4

3

0

4

2

9

432

4

3

2

4

3

3

4

3

2

433

4

3

4

4

4

1

4

4

2

4

4

2

4

4

0

441

4

3

9

4

4

0

4

4

0

4

4

1

441

4

3

9

4

4

1

4

3

9

4

3

8

4

3

7

4

3

7

4

3

9

4

3

9

4

3

9

4

4

0

4

4

1

441

4

4

1

4

4

1

4

4

0

4

4

4

443

445

4

4

6

4

4

5

4

4

0

4

7

0

4

6

9

4

4

1

441

4

3

9

4

4

0

436

4

4

4

441

4

4

1

4

4

0

4

3

0

4

4

0

4

3

3

4

3

3

4

4

0

4

4

1

S83°07'11"E25.09'

50'ZONE 1

BUFFER

50'ZONE 1

BUFFER

25'ZONE 2

BUFFER

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

FIBER OPTICS

25'ZONE 2BUFFER

433432

8'

18'

8'24'18'

24.01'

10'

8'5' 8'

15' 16'

5'

18'

8'

8'

24'

9'

COMPACT

18'

24'

18'

COMPACT COMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACTC

OMPACTC

OMPACTC

OMPACTC

OMPACTC

OMPACTC

OMPACTCOMPA

CTCOMPACT

443.8

444.0

443

444

443442

439

441

439

444

443

445

445

445 445 445445 445

445

446

447 445

445

443442

444443

444

444

444

444

445444

440434433

445.7

430

430

433

445 445 445 444.0

444.2

444.0

443.2

443.4

443.4

445.1

444.9

444.7444.4

444.7

444.9

444.2

444.0

444.0

444.2

444.5

444.3444.2

444.4

443.6

445.4

445.55

447.98

445.6

445.5

444.2

444.7444.0

444.2

444.5

444.8445.5

444.0

444.2

444.5

444.8

444.7

445.3

444.0

444.6445.4

447.9445.9

445.8444.7

444.0

444.2

444.5437.3

437.1

440.7442.4

431

431

442441

440

442441440439

440

441

442

440

442

443

444

432

436437

438 439

444443442441

444443442441

444443442 441

444443442441

24'

443 442 441 440439 438437 436 435

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Site

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PROJECT BENCHMARK:

DESCRIPTION: HYDRANT TAG BOLT

ELEVATION: 437.71

OAKST.

5TH. AVE.

S.

S.

2NDST.ST. 1ST.

CLA

I BO

RN

E

AVE.S.

6TH.

AVE.

CARR OLL ST.

CAM ERON

ST.

CAMERON

WEDGEWOOD

AVE.

ST.

CHESTNUT

4TH 3RD

2ND

S.

AVE.AVE.

AVE.

SOUTH

TRIMBLE ST.

WH

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ST.

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PERKINS ST.

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ST.

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FACTORYST.

HUTTONDR.

KILVING-

NAPO

TENNESSEESTATE

FAIRGROUNDS

SOUTH

SOUTH

41A

3RD

31A

31A

41A

PIKE

31W

SITE

JOB NO.: 17-139DATE: 08-02-18

SCALE: 1" = 40'-0"

SHEET:

ENSL

EY B

OU

LEV

AR

D M

AST

ERPL

AN

NA

SHV

ILLE

, TEN

NES

SEE

PREL

IMIN

AR

Y S

P

MAP 105 PARCEL 101

H

T

R

O

N

VICINITY MAP

N.T.S.

0 40302010 80 120

GRAPHIC SCALE 1"=40'

H

T

R

O

N

Site Utility Notes:1. Prior to commencement of construction, the contractor will be solely

responsible for contacting owners of all affected utilities in order todetermine the extent to which utility relocations and/or adjustments willhave upon the schedule of work for the project. While some work maybe required around utility facilities that will remain in place, other utilityfacilities may need to be adjusted concurrently with the contractor'soperations.

2. The contractor shall comply with all pertinent provisions of the manualof Accident Prevention and Construction issued by AGC of America.

3. All sewer lines and appurtenances shall be of materials andconstruction that conform to the Mt. Juliet Sewer Departmentrequirements and specifications. If there are any discrepanciesbetween the City's specifications and the information on these plans,the City's specifications shall govern.

4. Safeguard existing utilities from damage during construction of thisproject. In the event that special equipment is required to work overand around the utilities, the contractor will be required to furnish suchequipment at no additional cost to the owner.

5. All connections to existing manholes shall be by the coring and resilientseal method.

6. Before connections are made into existing sewer lines, the new linesare to be flushed and tested by the contractor in accordance with theCity of Mt. Juliet Sewer Department specifications.

7. Before connections are made into existing water lines, the new linesare to be flushed and tested by the contractor in accordance with WestWilson Utility District specifications.

8. The locations of existing utilities shown on these plans are approximateonly. The contractor shall notify each individual utility owner of his planof operation in the area of the utilities. Prior to commencing work, thecontractor shall contact the utility owners and request them to properlylocate their respective utility on the ground. This notification shall begiven at least three (3) business days prior to commencement ofoperations around the utility.

9. Where drainage or utility lines occur in proposed fill areas, the fillmaterial shall be placed and compacted in accordance with thespecifications and the Geotechnical Engineer recommendations priorto installation of drainage or utility lines. Fill is to be inspected by aprofessional Geotechnical testing firm employed by the owner. Resultsof the test shall be furnished to the owner's representative. Contractorshall pay for any retesting.

10. The contractor shall field verify the exact horizontal and verticallocation of existing sanitary sewer lines at the point of connection priorto the commencement of any construction or ordering materials, reportany discrepancies to the engineer immediately.

11. Repair existing pavement, curbs, walks, landscaping, etc. that aredamaged by construction activities to a like new condition at noadditional cost to the owner.

12. Sanitary sewer services shall be 6" diameter PVC (SDR 35) at aminimum slope of 1.0% unless shown otherwise on the drawings.Provide a minimum 30" of cover over all sewer services in grass areasand 48" of cover in paved areas.

13. Some utilities can be located by call the "Tennessee One Call"System, Inc. The contractor shall call "Tennessee One Call"(1-800-351-1111) 72 hours prior to proceeding with any excavation.

14. The concrete caps and encasements on water and sewer lines shallbe a minimum of 6" thick. Use 3000 PSI concrete.

15. The contractor shall be responsible for coordinating the sequencingof construction for all utility lines so that water lines do not conflict withsanitary sewers, sanitary sewer services, storm sewers, or any otherutility or structure, existing or proposed.

16. All trenches cut in existing roads or drives shall utilize a clean saw cutand shall be backfield (100%) to final sub grade with #57 stone. Repairroads per City of Mt. Juliet requirements.

17. The contractor shall maintain 10 feet horizontal separation betweensanitary sewer lines and water lines. Where these criteria cannot bemet, the contractor shall maintain 18" vertical separation betweenwater and sewer lines with sewer line below waterline.

18. The fireline water service shall be class 52 ductile iron pipe and shallhave a minimum of 36 inches of cover. The domestic waterline shall betype "k" copper and shall have a minimum of 36" of cover. Thewaterline (materials and installation) from the public main to the metershall conform to the requirements of West Wilson Utility District.

19. All waterline construction (including meters, backflow preventer, firehydrants, etc...) shall be of materials and installation that conform tothe requirements and specifications of the West Wilson Utility District.

20. The gas line shown on this plan is for general proposed locationpurposes only. The materials and installation requirements of the gasservice line shall be directed by Nashville Gas CO. and coordinatingthe installation of the gas service line.

6" TAPPINGSLEEVE ANDVALVE

6" PROPERTYLINE VALVE

6" x 4" TEE6" GATE VALVE

4" GATE VALVE

4" WATER METER

4" RPBP

6" DDCVA

6" FIRE SERVICE 4" DOMESTIC SERVICE

FIRE HYDRANT

4" DOMESTIC SERVICE 6" FIRE SERVICE

SANITARY SERVICESANITARY SERVICE

EXISTING FIRE HYDRANT

C4.00

SHEET: SITE UTILITYPLAN

SP CASE NO. 2018SP-048-01

Nashville - MAX FINISHED FLOOR ELEVATION 448.0 ......NASHVILLE, TN 37212 PHONE: 205.532.6412 E-MAIL:...

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Transcript of Nashville - MAX FINISHED FLOOR ELEVATION 448.0 ......NASHVILLE, TN 37212 PHONE: 205.532.6412 E-MAIL:...