ZONING: PC (Planned Commercial)

EXISTING LAND USE: Office & Medical Services

PROPOSED USE: Corporate offices

HISTORY OF ZONING: None noted

North: Medical facility / PC (Planned Commercial)

South: Vacant land / AG (General Agricultural)

East: Day care center / PC (Planned Commercial)

West: Rural residential / A (Agricultural)

NEIGHBORHOOD CONTEXT: The site is located on the south side of Kingston Pk., west of S. Pellissippi Parkway (I-140). It is part of the larger site that contains the Fort Sanders West professional offices and health club.

SURROUNDING LANDUSE AND ZONING:

USE ON REVIEW REPORT

APPLICANT: LAND DEVELOPMENT SOLUTIONS

TAX ID NUMBER: 131 L A 00101

LOCATION: South end of Fort Sanders West Blvd., west side of I - 140

SECTOR PLAN: Southwest County

ACCESSIBILITY: Access to the site is via Ft. Sanders West Blvd., a private drive leading from Kingston Pike with 26' of pavement.Water Source: First Knox Utility District

Sewer Source: First Knox Utility District

UTILITIES:

JURISDICTION: County Commission District 5

APPX. SIZE OF TRACT: 48 acres

STAFF RECOMMENDATION:

1. Meeting all applicable requirements of the Knox County Zoning Ordinance.2. Installation of landscaping as shown on the development plan within one year of the issuance of an occupancy permit for this project, or posting a bond with the Knox County Dept. of Engineering and Public Works to guarantee its installation.3. Installation of the sidewalks shown on the development plan and meeting the requirements of Knox County

FILE #: 10-E-20-UR

APPROVE the development plan for a 1-story corporate office building with approximately 14,650

square feet of floor area, subject to 5 conditions.

GROWTH POLICY PLAN: Urban Growth Area

AGENDA DATE: 10/8/2020

AGENDA ITEM #: 34

OWNER(S):

WATERSHED: Sinking Creek

STREET ADDRESS: 270 Fort Sanders West Blvd.

View map on KGIS

Danny Edsell / Fortress Corporation

10/1/2020 07:44 AM10-E-20-URFILE #:AGENDA ITEM #: 34 34-1PAGE #:MIKE REYNOLDS

Engineering and Public Works.4. The existing stands of trees on the west and south sides of the development are to be protected except for those identified on sheet C100 “to be removed”. Other trees that can be removed as those that are dead or dying, an invasive species, or must be removed for safety reasons, such as it presents a falling hazard. Any other trees that need to be removed in these areas must be reviewed and approved by Planning Commission staff and Knox County Engineering and Public Works staff. 5. Meeting all applicable requirements of the Knox County Dept. of Engineering and Public Works.

With conditions noted above, this request meets the requirements of the PC zone and the other criteria for approval of a use on review.

COMMENTS:

This proposal is for a new, 1-story corporate office building that is approximately 14,650 square-foot. The tenant of the existing corporate office building near the entrance of the Fort Sanders West development will be relocating to this new building.

This site has previously been disturbed because if was used as a borrow pit for other projects in the area. There is hillside protection (HP) area on the south side of this site but it is not anticipated to be disturbed. Some trees on the west side of the building removed but there will be approximately 100 feet of undisturbed trees to buffer the medical office park to the adjacent residential uses to the west. A transportation impact letter (TIL) was submitted by the applicant to update the projected traffic counts in the most recent traffic impact study in the Fort Sanders West development in 2009 by Wilbur Smith Associates. The new office building is projected to generate 16 vehicle trips more per day than the existing corporate office building (116 trips per day total).

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

1. The proposed corporate office building will have little impact on traffic operations in the vicinity of this site.2. The proposal will have minimal impact on local services since all utilities are in place to serve this development.3. The proposed office building is consistent with other professional office development approved within the Fort Sanders West development.

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

1. The proposed corporate office meets the standards for development within a PC (Planned Commercial) Zone and all other requirements of the Zoning Ordinance.2. The proposed corporate office is consistent with the general standards for uses permitted on review: The proposed development is consistent with the adopted plans and policies of the General Plan and Sector Plan. The use is in harmony with the general purpose and intent of the Zoning Ordinance. The use is compatible with the character of the neighborhood where it is proposed. The use will not significantly injure the value of adjacent property. The use will not draw additional traffic through residential areas.

CONFORMITY OF THE PROPOSAL TO ADOPTED PLANS

1. The Southwest County Sector Plan identifies this property for office use. The proposed development is consistent with the Sector Plan.2. The site is located within the Urban Growth Area on the Knoxville-Knox County-Farragut Growth Policy Plan map.

The Planning Commission's approval or denial of this request is final, unless the action is appealed to the Knox County Board of Zoning Appeals. The date of the Knox County Board of Zoning Appeals hearing will depend on when the appeal application is filed. Appellants have 30 days to appeal a Planning Commission decision in the County.

Not applicable.ESTIMATED STUDENT YIELD:

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

10/1/2020 07:44 AM10-E-20-URFILE #:AGENDA ITEM #: 34 34-2PAGE #:MIKE REYNOLDS

PD

I140

FOX RD

S DAVID LN

KINGSTON PIKE

PIPKIN LN

DURWOOD RD

DOYLE LN

COGDILL RD

DONOVAN LN

FORT SANDERS WESTBLVD

VOLWOOD LN

PINEDALE DR

CAPITAL DR

I140

A

PC

RB

AG

PC

A

OB

OB

A

CA

OP

OB

OP

OP

RA

CA

C-G-1

A

A

A

PR<5 DU/AC

CA

RN-3

OP

OB

PC

OBPR

14 DU/AC

C-G-1

RN-1

C-G-1

A

CA

OP

PC

OP

A

PR

CA

HP

HP

HP

1.01

3

147

18

5

156

8

1

12

147.04

6

3

4

7.01

158.01

7.02

36

9

129

2

29

22

158

1.05

14

24

1

147.03

23

1.08

6

22

38

7

8

6

1.04

1.02

135

8 33

23

21 1

26

27

1

25

9.23

15

15

3

146

110.01

1

10

116

4

5

35

13

144

7

136

16

2

113

5

17

16.01

20.01

1

147.02 110.02

9.0322.02

131

2.02

9.2

133

8.04

134

153152

160

132

143

148

2.03

17

9.02

16

9

27

3.01

20

18

15

149

11

22

110.03

145

9.14

20

151

16

142

155

198.06

129.01

130

8.01

9.03

21

1.06

20

18

19

11

7.01

11

157

31

114

10

12

114.01

14.03

12

159

108.03

9.04

18.01

8.05

18

12

14.02

1

22.01

15

14.05

14.06

13

1.03

9.02

9.19

9.17

14.04

1

35

15

14.07

9.18

110.04 147.01

8

132.02

133.01

1.07

26

2.01

22.01

30

98

116.0719.07

14.01

9.01

8.03

9.22

30

154

137

4

15

17

13

19.0519.06

143719

6

19.08

161

18

20

12

1

11

7

1610

7 1

1

225

119

7

4.04

8

3

14

238

32

36

95

19.04

4

18.01

8

2

63 5

4

7

28 47 3

6

2

2

43

136

5

19

99

120

3431

25

1711

27

29

10

21

9

20

14

15

12

14

26

18

32

24

20

24

2830

23

22

2914.08

2221

21

27

28

18

24

1317 27

3111

25

8.01

10

25

2618

13

15

1611

1419

2017

12

21

15

4.01

3

42

10-E-20-URUSE ON REVIEW

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

9/1/2020

Petitioner:

Map No:

Jurisdiction:

±0 500

Feet

131

County

Land Development Solutions

Corporate Offices in PC (Planned Commercial)

30'

TUB

100'±

Trees to be removed

Trees to be remain

PropertyBoundary

PropertyBoundary

1+74.59

0+001+00

Ove

rall

Cam

pus

Plan

1" = 100'

100 50 0 100 200

Sheet No.

Scale Date

No.

Approved

Checked

Drawn By

Dra

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Dat

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Job No.

1"=100' 9-21-2020

220039

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Cov

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Cor

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2200

39 -

Cov

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pora

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\ Cov

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ffice

Sur

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dwg

Sep

21,

202

0 - 3

:20p

m b

bow

lin -

LDS

Cop

yrig

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020

PH

. 865

-671

-228

1

310

SIM

MO

NS

RD

., SU

ITE

K K

NO

XVIL

LE, T

ENN

ESSE

E 37

922

DEV

ELO

PMEN

TLA

ND

SOLU

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Not ForConstruction

31"=20'

Site Layout Plan

16 s

pace

s @

9' =

144

'

17 spaces @ 9' = 153' 14.67' 12 spaces @ 9' = 108'47.5'

14 s

pace

s @

9' =

126

'4 spaces @ 9' = 36' 34.67' 8' 8' 8' 8' 5' 8' 9' 18' 13'18'13'13'

17.5'

17.5' 13' 13.01'17.5'

9 sp

aces

@ 9

' = 8

1'13

.33'

3 @

9' =

27'

10'

10'

9 sp

aces

@ 9

' = 8

1'13

.33'

3 @

9' =

27'

10.1

5'9.

71'

17.5

'13

'13

'17

.5' 13'

13'

Corporate Office

Loop Road

Loop Road

16.1

7'

30'

17.5' 13' 13' 17.5'

A

A

A

A

BB

B

B B

B

B

B

B

C

C

C

C

C

D

C

D

D

E

E

F

FF

F

F

E

G

H

H

HH

H

HH

I

20' transition

to match existing

12.42'12.15'

5'R

5'R

15'R

5'R

5'R

5'R

5'R12'R5'R

5'R5'R

5'R

5'R

5'R

15'R5'R

5'R

5'R

14'

9' 6 spaces @ 9' = 54'9'

Sidewalkflushwithasphalt

Sidewalk flushwith asphalt

F

C

C

Connect new 5'sidewalk to existingwalking trail

S71° 00' 00"W 68.97'

ARC L=45.67',R=100.00°

CH L=45.28',CH BR=N84° 05' 03"E°

S07°

10'

06"

W 1

66.8

3'

N82° 49' 54"W 22.85'

N82° 49' 54"W 249.67'

N07

° 10'

06"

E 1

76.7

0'

N 574443.96E 2525300.72

N 574421.51E 2525235.51

N 574416.84E 2525190.47

N 574419.69E 2525167.80

N 574450.85E 2524920.08

N 574285.32E 2524899.27

N 574244.38E 2525145.75

1+74.59

0+00

1+00

S71° 00' 00"W37.09'

Station

940.0

942.5

945.0

947.5

950.0

952.5

0+00 1+00 2+00 2+50

2.64%

8.00%

3.98%

GR

ADE

BREA

K ST

A =

0+00

.00

ELEV

= 9

41.9

20

GRADE BREAK STA = 1+74.59ELEV = 951.880

Station=0+37.09Elev = 942.9Match Existing

PVI STA: 0+57.62PVI ELEV: 943.44

K: 7.50LVC: 40.17

BVC

S: 0

+37.

53BV

CE:

942

.91

EVC

S: 0

+77.

71EV

CE:

945

.05

PVI STA: 1+51.73PVI ELEV: 950.97

K: 10.00LVC: 40.18

BVC

S: 1

+31.

64BV

CE:

949

.36

EVC

S: 1

+71.

82EV

CE:

951

.77

Existing

Site

Lay

out P

lan

1" = 20'

20 10 0 20 40

Sheet No.

Scale Date

No.

Approved

Checked

Drawn By

Dra

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Dat

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Job No.

As Noted 9-21-2020

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Sep

21,

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0 - 3

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LDS

Cop

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020

PH

. 865

-671

-228

1

310

SIM

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RD

., SU

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K K

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922

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SOLU

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Not ForConstruction

1. All dimensions to curb line reference face of curb - see detail.

2. See architectural drawings for building dimensions. All dimensions to building areapproximate unless specifically noted as building layout points.

3. See Utility Plan for new and existing utility line locations. See Grading andDrainage Plan for new and existing storm drain locations.

Layout Notes

Parking SummaryParking Requirements: 1 space / 250 s.f. Building

Building Area = 14,650 s.f. +/-Required Parking = 59 spaces

Parking Provided: 94 - 9'x17.5' 4 - 8'x17.5' Accessible98 spaces Total

1. All roadway pavement markings shall be thermoplastic or preformed plasticmarkings as specified in the latest edition of TDOTSS.

2. All parking space markings shall be painted markings as specified in the latestedition of TDOTSS.

Pavement Markings

A Heavy Duty Asphalt Paving

B Light Duty Asphalt Paving

C Concrete Sidewalk

D Extruded Concrete Curb

E Accessible Ramp - Grass Area

F Accessible Ramp - Adjacent to Asphalt

G Dumpster Pad - See Architectural Plans

H Parking Stripe

I Accessible Parking Stripe/Symbol

J Stop Sign

K 24" Stop Bar (Thermoplastic)

11"=30'

Drive Centerline Layout

31"=20'

Site Layout Plan

21"=30'

Drive Centerline Profile

1" = 30'

30 15 0 30 60

10-E-20-UR

942.9±

950.97951.88952.50

953.04953.44

953.70

954.66

Corporate OfficeFFE = 954.70

952.76953.30

953.06953.60

952.14

954.66 TC=52.81BC=52.31

952.05 951.74

952.55953.16

951.

94

952.51

952.37

954.66954.60

954.60TC=52.91BC=53.41

951.60 950.99952.21

953.15

952.74

953.60

952.63

954

958

960

968966

964962

960958

956954

954954

954

954

960

9703

954

958

960

962

966

966

956

954

946944

946

944942

934

934

951

952 952

946

944

946

944

946

944

952

952

952

954

952

951

968

962

956

970

956

962

980

978

976

974

972

9703

964

960

944

1

2

3

456

7

8

9

10

11

12

950

950

946

952

952

12

14

13

40' (3:1 Slope)

12' w

ide

Berm

8'

932

934

940

940

936

938

936

938

936938

940

6" PVC

Roof Drain 4" PVC

Roof Drain

8" PVC Roof Drain

4" PVC R

oof D

rain

4" PVC Roof Drain

953

953 953

953

953.80

954.30

954

954

954

954

30'

1+74.59

0+00

1+00

Site

Gra

ding

and

Dra

inag

e Pl

an

No. Top Invert Location1 - 935.00 N 574,501.43 E 2,525,139.602 951.10 944.10 N 574,447.85 E 2,525,182.923 950.99 945.99 N 574,319.93 E 2,525,185.994 953.00 949.00 N 574,232.52 E 2,525,093.355 953.00 950.00 N 574,242.31 E 2,525,015.52

7 952.80 948.80 N 574,329.53 E 2,525,109.668 954.00 951.50 N 574,268.07 E 2,525,018.769 - 935.00 N 574,514.94 E 2,524,931.89

11 949.60 944.6012 952.75 948.7513 - 931.00 N 574,547.75 E 2,525,092.90

From To Size/Material Length8 5 15" HDPE 26.07 3 15" HDPE 76.26 5 15" HDPE 79.15 4 15" HDPE 78.4

Slope5.77%3.69%0.63%1.28%

4 3 15" HDPE 126.93 2 18" HDPE 127.8

2.37%1.48%

2 1 24" HDPE 68.9 13.21%

N 574,466.15 E 2,524,891.27N 574,387.79 E 2,524,975.50

CurbCoordinates

Catch Basin inPavement (CB)

Curb Inlet in LeftCorner of Curb (CI)

Curb Inlet in RightCorner of Curb (CI)

Curb Inlet in Middleof Curb Line (CI)

Area Drain inGrass (AD)

Junction Box(JB)

Coordinates

Coordinates

Coordinates are given for center of structure.Contractor shall adjust frame and grate locationsuch that curb iron is aligned with curb. Ifrectangular structure is used in lieu of circular,contractor shall make necessary adjustments forcorrect installation location.

Storm Pipe ScheduleStorm Structure Schedule

Curb iron

Pavement

Frameand Grate

Top Elevation listedin Storm StructureSchedule

Curb Iron (CI) Top Elevation Detail

Headwall (HW)

Coordinates

1" = 20'

20 10 0 20 40

Sheet No.

Scale Date

No.

Approved

Checked

Drawn By

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Job No.

1"=20' 7-30-2020

220039

C201

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Grading Notes1. All disturbed areas not scheduled to be paved shall have a minimum of 3 inches of

topsoil placed on them and shall be seeded as specified.

2. All grading construction practices shall conform to the Tennessee Erosion andSediment control Handbook.

3. Maximum topsoil thickness for slopes steeper than 3:1 shall be 3".

4. See Sheet C301 for Erosion Control Plan prior to beginning any grading activities.

5. Contractor shall follow Storm Water Pollution Prevention Plan at all times.

6. Total disturbed area = __ acres ±.

7. The grades shown are finished grades. Contractor shall determine subgradeelevations by examining typical pavement sections and the building drawings.

1. All storm lines in paved areas shall be backfilled to pavement subgrade with #57stone.

2. All trenching and shoring shall comply with OSHA standards.

3. Storm lines and structures shall be constructed as soon as possible. Inlet Protectionshall be used around structures to minimize the silt entering into drainage system.All silt shall be removed from structures and lines.

4. Pipe lengths and slope are measured from center of structure to center of structure.

5. All HDPE storm lines shall be smooth interior.

6. Contractor shall provide as-built survey of storm system PRIOR to paving. As-builtsurvey shall include storm structure tops, inverts, pipe materials, slopes, anddetention basin grading (1 foot contours). Survey shall be provided in electronicformat (ACAD 2009 compatible) as well as stamped paper copy. Survey shall be onthe same datum as coordinate system as the design plans. All survey points shall beprovided in a comma delimited text file (PNEZD format).

7. After construction is complete, contractor shall provide as-built survey as notedabove. Survey shall be updated to reflect any changes or modifications to the stormsystem since the first as-built survey. As-built survey shall include storm structuretops, inverts, pipe materials, slopes, and detention basin grading (1 foot contours).Survey shall be provided in electronic format (ACAD 2009 compatible) as well asstamped paper copy. Survey shall be on the same datum as coordinate system asthe design plans. All survey points shall be provided in a comma delimited text file(PNEZD format).

Drainage Notes

6 953.00 950.50 N 574,252.18 E 2,524,937.06

10 949.60 940.60 N 574,481.87 E 2,524,912.41

14 940.00 932.00 N 574,529.07 E 2,525,093.81

TypeHeadwallCurb InletCurb InletArea DrainArea DrainArea DrainArea DrainArea DrainHeadwallCurb InletCurb InletArea DrainHeadwallWQ Device

14 939.00 933.00 N 574,515.48 E 2,525,094.06Outlet Struct.

12 11 15" HDPE 115.011 10 15" HDPE 26.3

3.61%15.21%

10 9 18" HDPE 38.4 14.58%14 13 18" RCP 13.7 7.30%13 12 18" RCP 18.7 5.35%

Not ForConstruction

954

958

960

968966

964962

960958

956954

954954

954

954

960

9703

954

958

960

962

966

966

956

954

946944

946

944942

934

934

951

952 952

946

944

946

944

946

944

952

952

952

954

952

951

968

962

956

970

956

962

980

978

976

974

972

9703

964

960

944

950

950

946

952

952

New MH 1Top 932.50Inv 914.50Inv In New Line 926.50 (Drop Connection)Construct new manhole on existing line.Coordinate with First Utility District. Pumparound may be required during constructionof manhole.

New MH 2Top 933.00Inv In 927.10Inv Out 927.00

New MH 3Top 952.00Inv In 944.10Inv Out 944.00

35.83 l.f.8" PVC@ 1.40%

178.36 l.f.8" PVC@ 9.48%

FH

New Fire Hydrant

300 l.f.6" Water Main

Remove Existing 12" Plugfrom Tee and connect new 6"water main and valve.Coordinate interruptions inservice with owner and FirstUtility District

932

934

940

940

936

938

936

938

936938

940

4" PVC Sanitary

6" Fire Main2" Domestic Service

953

953 953

953

954

954

954

954

PIV

Abandoned 12" water line

Abandoned 12" water line

30'

1+74.59

0+00

1+00

Site

Util

ity P

lan

1" = 20'

20 10 0 20 40

Sheet No.

Scale Date

No.

Approved

Checked

Drawn By

Dra

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escr

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Dat

e

Job No.

1"=20' 9-21-2020

220039

C401

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Not ForConstruction

1. COORDINATE WITH APPLICABLE DIMENSIONS AND DETAILS ON OTHER SHEETS.

2. NOTES AND DETAILS ARE TYPICALLY APPLICABLE TO SIMILAR ITEMS DRAWNELSEWHERE ON THE SHEET.

3. DIMENSIONS ARE TO FACE OF MASONRY, COMPOSITE METAL PANELS, STOREFRONT, OR EDGE OF OPENING UNLESS OTHERWISENOTED.

4. LOCATE VERTICAL MASONRY VENEER MOVEMENT JOINTS (VMJ) AT MAX 25 FEET ON CENTER; AT INSIDE CORNERS; AND ATINTERSECTIONS WITH OTHER MATERIALS, WHERE NOT SHOWN OTHERWISE. COORDINATE LOCATIONS WITH THE ARCHITECT.

5. SHELF ANGLES TYPICALLY FUNCTION ASHORIZONTAL VENEER MOVEMENTJOINTS.

6. SEE A710-SERIES SHEETS FOR EXTERIOR WINDOW TYPES AND DETAIL REFERENCES.

7. DIAGONAL HATCHING INDICATES SPANDRELGLASS TYPICALLY.

8. COORDINATE ALL SCUPPER LOCATIONSWITH ROOF PLANS AND ELEVATIONS.

GENERAL NOTES

FFE0' - 0"

T.O.S.13' - 4"

11

3

A401

4

A401

S22

C2

S1S2

189

19

A411

C2

12 34 267101516181922 20 17 14 13

11

A611

5

2

A201

GENERAL SHALE BRICK, "JAVA", MODULAR

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

METAL COPING

ACM PANELACM PANEL

METAL COPING

METAL COPING

GENERAL SHALE BRICK, "JAVA", MODULAR

MORIN METAL WALL PANEL

CURTAIN WALL - TRANSPARENT GLASS

CURTAIN WALL - TRANSPARENT GLASS

STOREFRONT -TRANSPARENT GLASS

MORIN METAL WALL PANEL

21

FFE0' - 0"

T.O.S.13' - 4"

CB

2

A401

1

A401

E L

S17

6

A411

7

A411

8

A411

9

A411

16

A411

S16

11

A411

13

A41115

A411

C1

S21

S23

GF MA

GENERAL SHALE BRICK,"JAVA", MODULAR

GENERAL SHALE BRICK"JAVA", MODULAR

GENERAL SHALE BRICK"JAVA", MODULAR

METAL COPING

WATSONTOWN BRICK COMPANY,"M2 MADISON SMOOTH"

WATSONTOWN BRICK COMPANY,"M2 MADISON SMOOTH"

ACM PANEL

ACM PANEL

S19

METAL COPING

ACM PANEL

MORIN METAL WALL PANEL

STOREFRONT - TRANSPARENT GLASS STOREFRONT - TRANSPARENT GLASS

CURTAIN WALL -TRANSPARENT GLASS

STOREFRONT - TRANSPARENT GLASS

ROOFTOP MECHANICAL UNIT

C1

D

FFE0' - 0"

T.O.S.13' - 4"

11

3

A401

4

A401

10

A411

12

A411

14

A411

1 8 9

19

A411

S8S7S13S14

123 42 6 7 10 15 16 18 19 2220171413

C5

5

2

A201

GENERAL SHALE BRICK, "JAVA":, MODULAR

GENERAL SHALE BRICK"JAVA", MODULAR

GENERAL SHALE BRICK"JAVA", MODULAR

GENERAL SHALE BRICK"JAVA", MODULAR

METAL COPING

WATSONTOWN BRICK COMPANY, "M2 MADISON, SMOOTH"

METAL COPING

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

ACM PANEL ACM PANEL

MORIN METAL WALL PANEL

CURTAIN WALL - TRANSPARENT GLASS

STOREFRONT - TRANSPARENT GLASS

ROOFTOP MECHANICAL UNIT

21

FFE0' - 0"

T.O.S.13' - 4"

C B

2

A401

1

A401

EL

S4 S25

6

A411

7

A411

8

A411

9

A411

16

A411

11

A411

13

A411

15

A411

S26S12

S6S12 S5S5

G FM A

S3

GENERAL SHALE BRICK, "JAVA", MODULAR

GENERAL SHALE BRICK, "JAVA",MODULAR

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

ACM PANEL

METAL COPING

METAL COPING

METAL COPING

ACM PANEL

MORIN METAL WALL PANEL

STOREFRONT - TRANSPARENT GLASS STOREFRONT - TRANSPARENT GLASS

D

FFE0' - 0"

T.O.S.13' - 4"

18 19 222017

GENERAL SHALE BRICK, "JAVA", MODULAR

ACM PANEL

WATSON TOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

METAL COPING

21

FFE0' - 0"

T.O.S.13' - 4"

16181922 20 17

METAL COPING

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

21

FFE0' - 0"

T.O.S.13' - 4"

S10

15

A411

S15

METAL COPING

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

S9 S9 S9 S9 S9

FFE0' - 0"

T.O.S.13' - 4"

11

A411

S10

METAL COPING WATSONTOWN BRICK COMPANY,"M2 MADISON SMOOTH"

S9S9S9S9 S9

ELEVATIONFINISH KEY

GENERAL SHALE BRICK,"JAVA", MODULAR

WATSONTOWN BRICK COMPANY,"M2 MADISON, SMOOTH"

MORIN METAL WALL PANEL

ACM PANEL

NOT FOR

CONSTRUCTION

McMurry ArchitectsBarber©

PROJECT NUMBER

OWNER

PROJECT NAME

PROJECT ADDRESS

BARBER Mc M U R RY1915architects since

bma1915.com

REVISIONS

B

1

P

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

O

N

M

L

K

J

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

P

O

N

M

L

K

J

H

G

F

E

D

C

B

A

505 Market St Suite 300 Knoxville, TN 37902 f 865.546.0242 t 865.934.1915

PARTNER-IN-CHARGE

PROJECT MANAGER

REVIEWED BY

DRAWN BY

ISSUE DATE

8/22

/ 202

0 2:

04:1

0 PM

C:\U

sers

\mdr

iski

ll\Do

cum

ents

\ A19

_202

900_

mdr

iskill

.rvt

A301ELEVATIONS

2020

202900

COVENANT HEALTH

FORT SANDERS W BLVDKNOXVILE, TN 37922

CORPORATE OFFICEBUILDING

CVG

MWD

MGJ / MDT

MWD

07.30.2020

2 4 8 160A301

1 NORTH ELEVATION

2 4 8 160A301

7 WEST ELEVATION

2 4 8 160A301

5 SOUTH ELEVATION

2 4 8 160A301

3 EAST ELEVATION

2 4 8 160A301

2 NORTH ELEVATION PARTIAL

2 4 8 160A301

4 SOUTH ELEVATION PARTIAL

2 4 8 160A301

6 WEST PARTIAL ELEVATION

2 4 8 160A301

8 EAST ELEVATION PARTIAL

10-E-20-UR

6" PVC

Roof Drain

4" PVC

Roof Drain

8" PVC Roof Drain

4" PVC R

oof D

rain

959.6

942.3

939.9

944.3

945.6

953.3 947.4

952.0

951.0950.0947.0

961.0

956.0

946.0

946.0

960

968966

964

960958

956954

954954

954

954

960

970

958

960

962

966

966

956

954

946944

946

944942

934

934

953

952

946

944

946

944

946

952

952

953

954

952

951

953

968

962

956

970

956

962

980

978

976

974

972

970

964

960

944

950

950

950

946

942

950

950

948

950

948

948950

952

953952

FH

932

934

940

940

936

938

936

938

936938

940

948

Loop Road

Courtyard TBD

2 PC

1 QP 1 PC

1 QP 1 PC

1 QP

1 QP1 QP

1 QP

2 PC

6 LI

2 IF-84 I0-10

1 MV

LandscapeArea, typ.

LandscapeArea, typ.

3 MV

LandscapeArea, typ.

Planting in this areaTBD based on stone

depth and location. Planting in this areaTBD based on stonedepth and location.

CC

CC

LT

1 PA

3 PA

LandscapeArea, typ.

Bedline,typ.

2,125 sfSOD

2,350 sfSOD

Existing Woodlandto remain

Seed all disturbedares, typ.

Seed all disturbedares, typ.

Seed all disturbedares, typ.

Seed all disturbedares, typ.

LandscapeArea, typ.

0 20 40 60

North Planting Plan

L100

NOT FOR

CONSTRUCTION

McMurry ArchitectsBarber©

PROJECT NUMBER

OWNER

PROJECT NAME

PROJECT ADDRESS

B ARBER Mc MU R R Y1915architects since

bma1915.com

REVISIONS

B

1

P

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

O

N

M

L

K

J

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

P

O

N

M

L

K

J

H

G

F

E

D

C

B

A

505 Market St Suite 300 Knoxville, TN 37902f 865.546.0242t 865.934.1915

PARTNER-IN-CHARGE

PROJECT MANAGER

REVIEWED BY

DRAWN BY

ISSUE DATE

7/21

/202

0 10

:07:

57 A

MC:

\Use

rs\m

dris

kill\

Docu

men

ts\A

19_2

0290

0_m

dris

kill.

rvt

2020

202900

COVENANT HEALTH

PROJECT ADDRESSKNOXVILE, TN 37934

CORPORATE OFFICEBUILDING

SHP

ABS

LGG

SHP

07.30.20

Scale: 1" = 20'-0"

Landscape Requirements per Knox County GuidelinesLandscape Requirements:

Yards, open space and drainage area. Landscaped or maintained in preexistingvegetation with one (1) tree for each five thousand (5,000) square feet of yard or openspace.

Open Space: Approx. 84,390 sf / 5,000 = 17 treesTrees Provided: 17 canopy trees

Peripheral boundary adjacent to residential zone. A fifteen-foot-wide landscaped strip shall bemaintained adjacent to residential zoning. Landscaped areas adjacent to residentialzoning shall consist of evergreen plantings set ten (10) feet apart for trees and five (5)feet apart for shrubs. These plantings shall obtain a minimum height of eight (8) feetwithin a period of one (1) year.

Requirement met, per existing woodland

Parking Areas:Five hundred (500) square feet of landscaping for every twenty thousand (20,000)square feet or fraction thereof paved parking area.

Parking Area: 32,205 sf / 20,000 = 1,000 sf landscapeRequirement met, see plan

Loading and Service Areas:Loading and service areas adjacent to the periphery boundary shall be screened withevergreen planting that will obtain a minimum height of eight (8) feet within a one-yearperiod.

Requirement met, see plan

Plant Schedule

Planting Notes1. Contractor shall verify all existing conditions in the field and report any discrepancies to the Landscape Architect prior to starting work.2. No planting shall occur until soil sample results have been received from all planting areas and soils are properly amended based on the results of the soil tests.

See this sheet for soil sampling instructions.3. No planting shall occur until percolation testing has been completed and soils have been properly amended to drain. See this sheet for percolation testing

procedures.4. All new plant material shall conform to the guidelines established for nursery stock published by the American Association of Nurserymen, Inc. In addition, all

new plant material for the project shall be of the highest specimen quality. Plant material delivered to the site that does not meet the requirements stated hereinmay be rejected by the Landscape Architect.

5. Do not assume trunk flare will be exposed at the nursery. Contractor to expose trunk flares to check for root girdling. Pull mulch away from the trunk flare of treesand from the base of all shrubs.

6. No plant material shall be planted before acceptance of rough grading. The finished grade shall not cover any part of the tree trunk flare. See tree planting detail.7. All new plants shall be balled and burlapped or container grown unless otherwise noted on the plant list.8. The Contractor shall locate and verify all existing utility lines prior to planting and report any conflicts to the Landscape Architect.9. Planting plans are not layout plans. Plants may need to be shifted in the field, based on the existing conditions. Coordinate with the Landscape Architect prior to

any changes.10. All lawn areas disturbed by construction operations inside and outside the limit of work shall be prepared and seeded as noted herein.11. Prepare all shrub beds with planting soil to a minimum depth matching the depth of shrub root balls; prepare perennial beds with a minimum of 12" planting soil;

prepare groundcover beds with a minimum of 6" planting soil. Planting soil shall be amended per recommendations from soil test.12. All plant beds are to receive one and a half inches (1.5") of double shredded hardwood mulch.13. Thoroughly water trees and shrubs during the first 24 hours after planting. Wet the soil to a depth of 18-24". When runoff starts, stop watering, let the water soak

in and repeat until the proper depth is wet.14. Any proposed substitutions of plant species shall be made with plants of equivalent overall form, height, branching habit, flower, leaf, color, fruit, and culture only

as approved by the Landscape Architect.15. All areas to be seeded or sodded shall receive soil preparation as noted herein prior to seeding or sodding, unless otherwise noted on plan.16. Contractor's base bid to include all materials, labor, permits, equipment, tools, insurance, etc. to perform the work as described in the contract documents.17. Contractor to complete work within schedule established by Owner.18. Contractor to provide one year warranty for all material from date of substantial completion. Contractor to provide interim maintenance (watering, pruning,

fertilizing, guying, mowing, trimming, adequate drainage of ponding areas, edging, weeding, mulching, and general landscape clean-up) until substantialcompletion notice is provided by the Landscape Architect. Application of insecticides/herbicides must be approved by Landscape Architect prior to use on site.

19. Plant beds to join walks or walls at an angle between 90° and 60°.20. Shade trees to be planted a minimum of 5' from sidewalks, water line, sewer line or manholes. Evergreen and ornamental trees to be planted a minimum of 3'

from sidewalks, water line, sewer line or manholes.21. Mulch rings around shade trees to be a minimum diameter of 4' and a minimum of 3' around ornamental and evergreen trees. If evergreen trees are specified as

full to ground, mulch ring to extend a minimum of 12" beyond the edge of plant.22. Square footage of sod quantities is approximate and is an estimate of the disturbed areas. Contractor to verify quantities prior to purchase and installation.23. See civil drawings for further information regarding:· Erosion and sediment control.· Locations of existing and proposed structures, paving, driveways, cut and fill areas, and retention areas.· Limits of construction.· Locations of existing and proposed utilities or easements.

1. Dig a hole 18- 24" deep & a minimum of 6" wide.2. Fill hole with water to the top and let drain for several hours. Ideally let

the hole pre-wet over night and test the following day.3. Refill hole to within a couple inches of the top.4. To aid in measurement, place a stick across the top of the hole and

use a second stick to mark periodic drops in water level; mark side ofhole; or mark soil on side of hole with nail or stick.

5. Measure drop in water level after 30 minutes and one hour. If possiblemeasure drop in water level the next day.

6. Determine drop in water level per hour. If water level in hole dropsmore than one inch per hour, it is well drained and suitable for all plantspecies.

Percolation Test Notes

1. The Landscape Subcontractor shall provide sufficient planting soil to fulfill allplanting operations required of the Contract Documents. Planting soil shallcomply with the following notes:

2. Planting soil shall be topsoil stripped and stockpiled and meeting, or modifiedto meet, these recommendations per soil testing.

3. Textural Analysis of soil to be between sandy clay loam and clay loam, with aclay content between 15 and 25% and an organic content of 4% by dry weight.

4. Planting soil shall be free of plants and their roots, debris and other extraneousmatter. It shall be uncontaminated by salt water, foreign matter andsubstances harmful to plant growth. All soil to be free of all rocks, limestone,gravel, & foreign construction debris.

5. Soil additives shall be used to counteract soil deficiencies as recommended bythe soils analysis conducted by Waypoint Analytical. See Soil Samplingnotes, this sheet.

6. Soil pH target to be 6.0.7. Soil to be installed in maximum 6" lifts. Soil compaction rating to be 85%.8. Soil particle size shall have 90% passing rate on 1

2" screen and 100% ofmaterial shall pass 1" screen.

Planting Soil Composition Notes

Tree Planting DetailScale: NTS1

Tree shall be plumb after settlement.Contractor shall stake.Trunk flare of each tree shall be exposed. Settree so that no part of the trunk flare is buried.Do not cover the trunk flare with mulch.

Remove & discard burlap except under ball.Remove all synthetic soil wrapping materials(treated burlap, nylon twine, wire baskets, etc.)and discard.

Mulch (pull mulch away from trunk of tree).

Excavate hole to diameter 3x wider thanrootball. Backfill hole with planting soil mix, ph6 unless otherwise noted.Excavate topsoil substrate as required to placerootball to proper elevation. Place rootballdirectly on undisturbed subgrade or compactedplanting medium.Undisturbed or compacted subgrade mustpercolate. See percolation test notes, thissheet.

EQ.EQ. EQ.

Tree to be planting slightlyabove existing grade level

to allow for settling

6" min. or 1/2 dia. rootball,which is greater

Depth of topsoil to begreater than or equalto depth of rootball

Place shrubsperpendicular to grade

Pull mulch away frombase of shrub

Mulch

Planting soil mix, ph 6-7unless otherwise noted.See plans for treatmentof adjacent areas

Topsoil

Place rootball oncompacted orundisturbed subsoil

Undisturbed or compactedsubgrade must percolate.See percolation test notes,this sheet.

2

Spacing as perplans / plant list

Shrub Planting DetailScale: NTS

See plant listfor spacing

Undisturbed or compacted subgrade must percolate.See percolation test notes, this sheet.

Edge ofplant bed

Reject all plants that are root-bound and break up rootmass prior to planting.

3 Groundcover/Perennial DetailScale: NTS

PLAN

EQ.

EQ.

Size of pot plus 14of the pot size

Groundcover/perennial, place crown abovemulch and space as shown on plant list

Mulch

6 Steel EdgingScale: 1" = 1'-0"

Steel edging shouldextend 1 - 1.5" above topof sod or finish gradeAdjacent lawn,

see planting plan Adjacent landscape,see planting plan

Steel edging

Subgrade, typ.

Steel Edging-By: COL-MET or Equal-Size: 4"-Gauge: 14-Color: Brown-Quantity: 460 LF approx.

www.colmet.com800-829-8225

4

3" m

in. Note: Where grades exceed

4:1, sod is to be pinned.

Sod DetailScale: NTS

Planting soil mix, compacted

Compacted subgrade

Sod for lawn

5

3" m

in.

Seed DetailScale: NTS

Note: Seed mix varies, hydroseedwith fiber mulch or provide erosioncontrol.

Planting soil mix, compacted

Compacted subgrade

Seed for lawn

1. Using a spade, dig a v-shape hole to a 6" depth; then cut a thin slice of soil fromone side of the hole. Place the slice in a plastic bucket, do not use a metalbucket. Mix slices together and fill a plastic sample bag with three (3) cups ofdirt. The sample bags can be ziploc bags that are labeled with the projectname and sample number.

2. A well mixed composite from 10 to 20 random locations should be subsampledto make the three (3) cup sample.

3. Mark the plan to show soil sample locations.4. Send samples to Waypoint Analytical Labs, Inc., 2790 Whitten Road, Memphis,

Tennessee 38133, (901) 213-2400, waypointanalytical.com.5. Results to be copied to the Owner.

Instructions For Existing Soil Sampling:

304 SF

CONFERENCE 2

309 SF

CONFERENCE 1

565 SF

LARGE

CONFERENCE

70 SF

JANITOR

90 SF

PRINT ROOM

99 SF

IT

126 SF

PLUMBING

39 SF

EQUIP.106 SF

EQUIP.

173 SF

MALE

203 SF

FEMALE

FUTUREEXPANSION

106 SF

ROOF ACCESS

41 SF

EQUIP.

102 SF

RECEPTION

397 SF

PRE-FUNCTION

119 SF

LOBBY

393 SF

BREAK

COVERED DROP-OFF

198 SF

CATERING

120 SF

ELEC.

78 SF

SUPPLY

47 SF

SUPPLIES

154 SF

OFFICE

142 SF

OFFICE

141 SF

OFFICE

34 SF

TOILET

OFFICE - LUKE

200 SF

ADMIN. ASSIST C

195 SF

ADMIN. ASSIST D

OFFICE - MIKE

378 SF

EXEC. MEETING B

34 SF

TOILET

308 SF

OFFICE - DOUG

308 SF

OFFICE - CHAD

180 SF

OFFICE

180 SF

OFFICE

34 SF

TOILET

361 SF

EXEC. MEETING A

33 SF

TOILET

310 SF

OFFICE - JOHN

190 SF

ADMIN. ASSIST A

200 SF

ADMIN. ASSIST B

326 SF

OFFICE - JIM

34 SF

TOILET

EXECUTIVE GARDEN

PATIO

359 SF

CORRIDOR

34 SF

TOILET

96 SF

WORK 52 SF

TOILET

134 SF

EQUIP.

51 SF

TOILET

2,558 SF

BOARD ROOM

50 CHAIRS (AT TABLE)

308 SF

308 SF

130 SF

VESTIBULE

McMurry ArchitectsBarber©

..........................................................................................................................................................................................................................................................................................................................

0 4 8 16A

FIRST FLOOR PLAN

2020

20

29

00

COVENANT HEALTHCORPORATE OFFICE BUILDING

06

AU

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ST

20

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