USE ON REVIEW REPORT2020/10/10 · Approved Checked Drawn By Drawing Description: Project: Revision...
Transcript of USE ON REVIEW REPORT2020/10/10 · Approved Checked Drawn By Drawing Description: Project: Revision...
![Page 1: USE ON REVIEW REPORT2020/10/10 · Approved Checked Drawn By Drawing Description: Project: Revision Date Job No. 1"=100' 9-21-2020 220039 C100 Corporate Office Building Fort Sanders](https://reader036.fdocuments.net/reader036/viewer/2022081619/60f6d3aadae9a262ba05cec2/html5/thumbnails/1.jpg)
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
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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
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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)
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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
win
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escr
iptio
n:Pr
ojec
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Dat
e
Job No.
1"=100' 9-21-2020
220039
C100
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dwg
Sep
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0 - 3
:20p
m b
bow
lin -
LDS
Cop
yrig
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020
PH
. 865
-671
-228
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310
SIM
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., SU
ITE
K K
NO
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922
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Not ForConstruction
31"=20'
Site Layout Plan
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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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escr
iptio
n:Pr
ojec
t:R
evis
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Dat
e
Job No.
As Noted 9-21-2020
220039
C101
Cov
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Sur
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dwg
Sep
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0 - 3
:20p
m b
bow
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LDS
Cop
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PH
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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
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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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Dat
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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
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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
win
g D
escr
iptio
n:Pr
ojec
t:R
evis
ion
Dat
e
Job No.
1"=20' 9-21-2020
220039
C401
Cov
enan
t Hea
lthKn
ox C
ount
y, T
enne
ssee
Cor
pora
te O
ffice
Bui
ldin
gFo
rt Sa
nder
s W
est B
oule
vard
X:\2
020\
2200
39 -
Cov
enan
t Cor
pora
te\D
WG
\ Cov
enan
t cor
pora
te O
ffice
Sur
vey.
dwg
Sep
21,
202
0 - 3
:21p
m b
bow
lin -
LDS
Cop
yrig
ht 2
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
TIO
NS
Not ForConstruction
![Page 8: USE ON REVIEW REPORT2020/10/10 · Approved Checked Drawn By Drawing Description: Project: Revision Date Job No. 1"=100' 9-21-2020 220039 C100 Corporate Office Building Fort Sanders](https://reader036.fdocuments.net/reader036/viewer/2022081619/60f6d3aadae9a262ba05cec2/html5/thumbnails/8.jpg)
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
![Page 9: USE ON REVIEW REPORT2020/10/10 · Approved Checked Drawn By Drawing Description: Project: Revision Date Job No. 1"=100' 9-21-2020 220039 C100 Corporate Office Building Fort Sanders](https://reader036.fdocuments.net/reader036/viewer/2022081619/60f6d3aadae9a262ba05cec2/html5/thumbnails/9.jpg)
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:
![Page 10: USE ON REVIEW REPORT2020/10/10 · Approved Checked Drawn By Drawing Description: Project: Revision Date Job No. 1"=100' 9-21-2020 220039 C100 Corporate Office Building Fort Sanders](https://reader036.fdocuments.net/reader036/viewer/2022081619/60f6d3aadae9a262ba05cec2/html5/thumbnails/10.jpg)
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©
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0 4 8 16A
FIRST FLOOR PLAN
2020
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29
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COVENANT HEALTHCORPORATE OFFICE BUILDING
06
AU
GU
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![Page 12: USE ON REVIEW REPORT2020/10/10 · Approved Checked Drawn By Drawing Description: Project: Revision Date Job No. 1"=100' 9-21-2020 220039 C100 Corporate Office Building Fort Sanders](https://reader036.fdocuments.net/reader036/viewer/2022081619/60f6d3aadae9a262ba05cec2/html5/thumbnails/12.jpg)
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