site plan 940 oldham drive office building · building building job no.: 08-084-04 940 oldham drive...
TRANSCRIPT
JOB NO.: 08-084-04
SHEET INDEX
COVER
EXISTING CONDITIONS PLAN
DEMOLITION PLAN
SITE LAYOUT PLAN
GRADING AND DRAINAGE PLAN
EROSION CONTROL PLAN - STAGE 1
EROSION CONTROL PLAN - STAGE 2
CIVIL DETAILS
LANDSCAPE PLAN
LANDSCAPE NOTES & DETAILS
H
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VICINITY MAP
DEVELOPER
TISANO NOLENSVILLE, L.L.C.
13 CAMELBACK COURT
BRENTWOOD, TN 37207
PHONE: 615-776-8548
CONTACT: BILL TISANO
EMAIL: [email protected]
PLANNER | ENGINEER
CIVIL SITE DESIGN GROUP, PLLC
630 SOUTHGATE AVE., SUITE A
NASHVILLE, TENNESSEE 37203
PHONE: 615-248-9999
CONTACT: KEVIN F. GANGAWARE, P.E.
EMAIL: [email protected]
C1.00
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L1.1
DATE
COMMENTS
REV.
CHKD
BY:
DRWN
BY:
PLANNING COMMISSION SUBMITTAL09-05-17KFGAM, DG
PLANNING COMMISSION RESUBMITTAL09-26-17KFGAM, BD
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METRO PLANNING NO.: _____________
SITE PLAN
940 OLDHAM DRIVE
NOLENSVILLE , WILLIAMSON COUNTY, TN
940 OLDHAM DRIVE OFFICE BUILDING
MAP: 56L "A" , PARCEL: 035.00
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S1
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N1
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N74°53'31"E 50.00'
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1" IRR
2" DOM
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Exist.
(1-Story)
2,900 s.f.
Building
Exist.
(1-Story)
7,150 s.f.
Exist.
(1-Story)
15,046.5 s.f.
Building
Building
Exist.
Building
(1-Story)
3,000 s.f.
(1-Story)
8,200 s.f.
Exist.
Building
Exist.
(1-Story)
7,400 s.f.
Building
SHED
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616
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614
61
4
614
DATE
CO
MM
EN
TS
REV.
C0.00
JOB NO.: 08-084-04
CH
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BY:
DRW
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BY:
DRAW
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G TITLE
S
ep 25, 2017 - 4:14pm
T
:\C
AD
D\2008\08-084-04\C
AD
\C
ivil\S
ite P
lans\08-084-04 - C
1.00 - E
xisting C
onditions.dw
g
940 O
LD
HAM
D
RIVE O
FFICE BU
ILD
IN
G
GRAPHIC SCALE: 1" =###'
PROJECT BENCHMARK:
DESCRIPTION: PK NAIL IN
POWER POLE
ELEVATION: 607.08
MAP 56L "A", PARCEL 35
SITE PLAN
940 O
LD
HAM
D
RIVE
NO
LEN
SVILLE, W
ILLIAM
SO
N CO
UN
TY, TEN
NESSEE
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VICINITY MAP
SCALE: 1" 1000'
E
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A
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K
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AG
W
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PLAN
NIN
G CO
MM
ISSIO
N SU
BM
ITTAL
09-05-17
KFG
AM
, D
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PLAN
NIN
G CO
MM
ISSIO
N RESU
BM
ITTAL
09-26-17
KFG
AM
, BD
EXISTIN
G CO
ND
ITIO
NS
C1.00
0 302010 60 90
GRAPHIC SCALE 1"=30'
H
T
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F.E.M.A. Note:
According to F.E.M.A. F.I.R.M. Map number 47187C0235 F, effective date
September 29, 2006, this site lies within Zone X which is determined to be
outside the 500 year floodplain.
Existing Conditions Note:
The existing condition information shown on this sheet was taken from a survey
prepared by Cherry Land Surveying, Inc., dated April 27, 2017 and
supplemented with the Nolensville Town Center plans. Civil Site Design Group
takes no responsibility for the correctness, accuracy, or completeness of this
survey information.
629.66'
100.00'
D
1
8
D
1
D
3
D
5
D
6
D
7
D
1
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D
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. 8
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N74°53'31"E 100.00'
G
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6"
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S73°54'29"W 729.66'
S1
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9"E
3
65
.9
7'
N74°53'31"E 50.00'
N1
5°0
6'2
9"W
1
45
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0'
N74°53'31"E 207'
S1
5°0
6'2
9"E
1
45
.0
0'
N1
5°0
6'2
9"W
1
48
.0
0'
N74°53'31"E 207.00'
N74°53'31"E 50.00'
6"F
6"W
6"F
G
FDC
ST
ST
ST
ST
6"F
4"F
1" IRR
2" DOM
G
Exist.
(1-Story)
2,900 s.f.
Building
Exist.
(1-Story)
7,150 s.f.
Exist.
(1-Story)
15,046.5 s.f.
Building
Building
Exist.
Building
(1-Story)
3,000 s.f.
(1-Story)
8,200 s.f.
Exist.
Building
Exist.
(1-Story)
7,400 s.f.
Building
SHED
STSTST
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STONEBROOK SECTION 1
PB. 6, P
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60' R/W
PB
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DATE
CO
MM
EN
TS
REV.
C0.00
JOB NO.: 08-084-04
CH
KD
BY:
DRW
N
BY:
DRAW
IN
G TITLE
S
ep 25, 2017 - 4:14pm
T
:\C
AD
D\2008\08-084-04\C
AD
\C
ivil\S
ite P
lans\08-084-04 - C
1.01 - D
em
olition P
lan.dw
g
940 O
LD
HAM
D
RIVE O
FFICE BU
ILD
IN
G
GRAPHIC SCALE: 1" =###'
PROJECT BENCHMARK:
DESCRIPTION: PK NAIL IN
POWER POLE
ELEVATION: 607.08
MAP 56L "A", PARCEL 35
SITE PLAN
940 O
LD
HAM
D
RIVE
NO
LEN
SVILLE, W
ILLIAM
SO
N CO
UN
TY, TEN
NESSEE
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VICINITY MAP
SCALE: 1" 1000'
E
V
N
F
.
A
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N
K
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PLAN
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ITTAL
09-05-17
KFG
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, D
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PLAN
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ISSIO
N RESU
BM
ITTAL
09-26-17
KFG
AM
, BD
DEM
OLITIO
N PLAN
C1.01
0 302010 60 90
GRAPHIC SCALE 1"=30'
H
T
R
O
N
Site Demolition Notes:
1. Base Information was taken from a survey prepared by Cherry Land
Surveying, Inc., dated April 27, 2017 and supplemented with the Nolensville
Town Center plans. Civil Site Design Group, P.L.L.C. and any of their
consultants shall not be held responsible for the accuracy and/or
completeness of that information shown hereon or any errors or omissions
resulting from such.
2. The contractor shall call Tennessee One Call (811) 72 hours prior to
proceeding with any excavation.
3. The contractor shall field verify the limits of demolition with the owner's
representative prior to commencement of work.
4. The contractor shall conform to local codes, obtain all permits and give all
notices required for execution of the work.
5. Cavities left by structure removal shall be suitably backfilled and compacted
in accordance with these plans and specifications.
6. The contractor is responsible for all demolition and removal necessary to
accomplish the proposed improvements shown on these plans.
7. The contractor is responsible for locating all charted and uncharted utilities.
Take care to protect utilities that are to remain. Repair any damage
according to local standards and at the contractor's expense. Coordinate all
construction with the appropriate utility company.
8. In areas where existing pavement, walks, or curbs are to be removed, saw
cut to provide a clean edge. Coordinate extent of pavement demolition with
the limit of new improvements on the site layout plan.
9. All materials being removed and not relocated under the new construction,
including trees and shrubs, signs, utility structures, etc., shall be first offered
to the owner's representative and if not accepted shall then be properly
disposed of by the contractor.
10. The contractor shall use water sprinkling and other suitable methods as
necessary to control dust and dirt caused by the demolition work.
11. The contractor shall preserve and protect survey control points and shall
be responsible for replacement of any disturbed control points.
12. No utility or storm sewer lines shall be demolished until the new lines have
been installed and are placed into operation.
13. Contractor shall coordinate phasing of the demolition with the owner's
representative and local governing agency prior to beginning work.
Disruption of existing utility services and traffic patterns shall be minimized
to the extent possible and initiated only after approval by the local governing
agency and the utility companies.
14. Where water line and sewer line abandonment is planned, the contractor
may abandon water lines and sewer lines in place where they occur at least
24" (to top of the pipe) below final subgrade elevations. All utility lines being
abandoned in place shall have all ends permanently closed using a
concreted plug. Existing lines within the proposed building footprint (and 10
feet beyond the building footprint) shall be removed.
15. Existing lights and poles being removed shall be first offered to the
owner's representative prior to disposing of them. Coordinate Lighting
demolition and layout with the electrical drawings.
16. Existing trees to be preserved are to be barricaded before beginning
construction. In accordance with the tree preservation notes and detail on
the landscape plan.
17. The contractor shall incorporate into his work any isolation valves or
temporary plugs required to construct new utility lines and demolish existing
utility lines.
18. Existing irrigation lines lie within the area affected by the proposed
construction. The contractor shall rework the existing irrigation systems in
accordance with directives noted on the landscape plan. Service shall be
maintained during construction to the landscaped areas currently irrigated.
19. Relocation of existing plant materials shall be coordinated with the owner
and relocated to a designated area on the site.
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE EXISTING CONCRETE
PAD AND DUMPSTER ENCLOSURE
REMOVE EXISTING GRAVEL DRIVE
REMOVE EXISTING ASPHALT PAVEMENT
100.00'
G
P
XX
XX
XX
X
N74°53'31"E
100.00'
W
6"
G
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S15°06'29"E 365.97'
N74°53'31"E
50.00'
N15°06'29"W 145.00'
N74°53'31"E
207'
6"F
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C
(1-S
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LOT H
TISANO NOLENSVILLE, LLC
DB. 4637, PG. 151
DB. 3911, PG. 811
TISANO NOLENSVILLE, LLC
LOT F
(36)
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DATE
CO
MM
EN
TS
REV.
C0.00
JOB NO.: 08-084-04
CH
KD
BY:
DRW
N
BY:
DRAW
IN
G TITLE
S
ep 25, 2017 - 4:15pm
T
:\C
AD
D\2008\08-084-04\C
AD
\C
ivil\S
ite P
lans\08-084-04 - C
2.00 - S
ite Layout P
lan.dw
g
940 O
LD
HAM
D
RIVE O
FFICE BU
ILD
IN
G
GRAPHIC SCALE: 1" =###'
PROJECT BENCHMARK:
DESCRIPTION: PK NAIL IN
POWER POLE
ELEVATION: 607.08
MAP 56L "A", PARCEL 35
SITE PLAN
940 O
LD
HAM
D
RIVE
NO
LEN
SVILLE, W
ILLIAM
SO
N CO
UN
TY, TEN
NESSEE
O
ld
h
a
m
D
r
S
h
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V
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N
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s
v
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R
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SITE
D
o
rtc
h
L
n
VICINITY MAP
SCALE: 1" 1000'
E
V
N
F
.
A
R
E
N
K
I
G
AG
W
A
PLAN
NIN
G CO
MM
ISSIO
N SU
BM
ITTAL
09-05-17
KFG
AM
, D
G
PLAN
NIN
G CO
MM
ISSIO
N RESU
BM
ITTAL
09-26-17
KFG
AM
, BD
SITE LAYO
UT PLAN
C2.00
0 2015105 40 60
GRAPHIC SCALE 1"=20'
H
T
R
O
N
General Notes:
1. The purpose of this Site Plan is to add 14 new parking spaces for the existing building. This
Plan also proposes to add new driveway connections behind the existing parking lots to
provide better access and connectivity and to reduce unnecessary vehicle traffic on
adjacent public roads.
2. Base information was taken from a survey prepared by Cherry Land Surveying Dated April
27, 2017.
3. Provide a smooth transition between existing pavement and new pavement. Slight field
adjustment of final grades may be necessary.
4. All roadway, driveway, sidewalk, and curb construction shall conform to the requirements
and specifications of the local municipality codes and requirements.
5. Concrete for curbs and sidewalks shall be 3500 PSI concrete unless required otherwise by
local codes.
6. The site layout is based on control points as noted.
7. The contractor shall conform to all local codes and receive approval where necessary
before commencement of any construction.
8. All site related construction materials and installation shall conform to local governing
agency regulations and specifications.
9. Handicap ramps shall have a maximum slope of 1:12.
10. All pavement materials and construction shall conform to the local governing agency and
state D.O.T. standards and specifications.
11. The contractor shall check all existing conditions, (i.e. inverts, utility routings, utility
crossings, and dimensions) in the field prior to commencement of any utility work. Report
any discrepancies to the owner's representative. The contractor shall repair any damage
caused during construction to existing features (i.e. pavement, sidewalks, curbs, utilities,
etc.), at his own expense, to the standards of the preconstruction condition or better.
12. Dimensions are to face of curb and/or exterior face of building unless otherwise noted.
13. Curbs shall be parallel to the centerline of drives. The curb shall be placed only after
having all break points (PC & PT of curves) located at the face of curb or at a consistent
offset by a land surveyor.
14. Any work unacceptable to the owner's representative or to the local governing authority
shall be repaired or replaced by the contractor at no additional expense to the owner.
15. Existing pavement of private or public roadways/drives shall be patched in accordance
with the local governing authority's standards wherever utility installation requires removal
of the existing pavement. Coordinate pavement trenching locations with site civil, plumbing
and electrical plans.
16. The contractor shall comply with all pertinent provisions of the "manual of accident
prevention in construction" issued by AGC of America, Inc. and the "Safety and Health
Regulations for Construction" issued by the U.S. Department of Public Works.
17. Contractor shall give all necessary notices and obtain all permits prior to commencement
of any construction.
18. In the event of any discrepancies and/or errors found in these site drawings, or if problems
are encountered during construction, the contractor shall be required to notify the engineer
before proceeding with the work.
19. The general contractor is particularly cautioned that the location and/or elevation of the
existing utilities shown hereon is based on utility company records, and where possible,
field measurements. The contractor shall not rely on this information as being exact or
complete. The contractor shall call the appropriate utility company at least 72 hours prior to
any excavation and request field verification of utility locations. It shall be the contractor's
responsibility to relocated existing utilities conflicting with improvements shown hereon in
accordance with all local, state, and federal regulations governing such operations.
20. Contractor shall exercise extreme caution in the use of equipment in and around overhead
and underground electrical wires and services. If at any time in the pursuit of this work the
contractor must work in the close proximity of the above-noted wires, the electric company
shall be contacted prior to such work and the proper safety measures taken. A thorough
examination of the overhead and underground wires in the project area should be made by
the contractor prior to the initiation of construction.
21. The owner and engineer do not assume responsibility for the possibility that, during
construction, utilities other than those shown may be encountered or that actual locations of
those shown may be different from locations designated on the contract drawings. In areas
where it is necessary that exact locations be known of underground utilities, the contractor
shall, at his own expense, furnish all labor and tools necessary to either verify and
substantiate or definitely establish the position of underground utility lines.
22. Do not scale this drawing as it is a reproduction and subject to distortion.
23. These plans, prepared by Civil Site Design Group, do not extend to or include systems
pertaining to the safety of the construction contractor or its employees, agents or
representatives in the performance of the work. The seal of the engineering services
registered professional engineer hereon does not extend to any such safety systems that
may now or hereafter be incorporated into these plans. The construction contractor shall
prepare or obtain the appropriate safety systems which may be required by U.S.
Occupational Safety and Health Administration (OSHA) and/or local regulations.
24. In the case of conflict between this drawing and any other drawing and/or the
specifications, the engineer shall be immediately notified for clarification.
SITE DATA
COUNTY: Williamson
STATE: Tennessee
MINIMUM REQUIRED SETBACK LINES:
Side Yard Setback: 15'
Rear Yard Setback: 20'
Phone No.: (615) 248-9999
PROJECT NO.: __________________
Phone No.: (443) 255-7869
PROJECT NAME: 940 Oldham Drive Office Building
SUBDIVISION: Greystone Plaza
LOT NUMBER: A
ADDRESS: 940 Oldham Drive
TOWN: Nolensville
CIVIL DISTRICT: 17th
EXISTING ZONING AND AREA DESIGNATION: CS (COMMERCIAL SERVICES)
Front Yard Setback: 15'
OWNER: Tisano Nolensville, L.L.C.
Address: 13 Camelback Court, Brentwood, TN 37207
Fax No.: (615) 776-8548
E-mail Address: [email protected]
Contact Name: Bill Tisano
APPLICANT: Civil Site Design Group, P.L.L.C.
Address: 630 Southgate Avenue, Suite A, Nashville, TN 37203
Fax No.: (615) 251-9575
E-mail Address: [email protected]
Contact Name: Kevin Gangaware
FLOOR AREA RATIO OF SITE: 15.2%
TAX MAP: MAP 56L, GROUP "A", PARCEL 35
MAXIMUM FLOOR AREA RATIO: N/A
MINIMUM PARKING REQUIREMENTS:
Medical Office: 1 Space per 200 S.F. = 32 SPACES REQ'D
ACREAGE OF SITE: 2.84± Ac.
SQUARE FOOTAGE OF PROJECT AREA: 123,876 sq. ft.
BUILDING SQUARE FOOTAGE: Total = 6,300 sq. ft.
BUILDING HEIGHTS:
One Story- 27.5 Feet
PRE-DEVELOPMENT GREEN SPACE = 99,722 s.f.
POST-DEVELOPMENT GREEN SPACE = 92,913 s.f.
TURNDOWN CONCRETE SIDEWALK
EXTRUDED CURB
EXTRUDED CURB
(TYP.)
12' x 12' DUMPSTER PAD
EXTRUDED CURB
(TYP.)
NEW ASPHALT APVEMENT
NEW ASPHALT APVEMENT
TOTAL PARKING PROVIDED: 40 STANDARD + 2 HANDICAP SPACES
NEW ASPHALT APVEMENT
2' WIDE CURB CUT WITH
CONCRETE FLUME
WOODEN FENCE
DUMPSTER ENCLOSURE
INSTALL:
2-BOLLARD AT BACK
OF DUMPSTER PAD
RELOCATE EXISTING
PARKING LOT LIGHT
EXISTING PARKING
LOT LIGHT (TYP.)
MIN. LOT AREA ALLOWED:
LOT AREA:
MAX FIRST FLOOR AREA ALLOWED:
FIRST FLOOR AREA:
MAX ISR ALLOWED:
ISR PROPOSED:
MAX BUILDING HEIGHT ALLOWED:
BUILDING HEIGHT:
BUILDING USE:
25,000 S.F.
123,876 S.F.
20,000 S.F.
6,300 S.F.
0.80
0.25
35'
27.5'±
MEDICAL OFFICE
4' WIDE SIDEWALK
6' WIDE GRASS STRIP
HANDICAP RAMP WITH
TACTILE WARNING
12' x 30' CONCRETE WHEEL PAD
100.00'
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100.00'
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N74°53'31"E
50.00'
N15°06'29"W 145.00'
N74°53'31"E
207'
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DATE
CO
MM
EN
TS
REV.
C0.00
JOB NO.: 08-084-04
CH
KD
BY:
DRW
N
BY:
DRAW
IN
G TITLE
S
ep 25, 2017 - 4:15pm
T
:\C
AD
D\2008\08-084-04\C
AD
\C
ivil\S
ite P
lans\08-084-04 - C
3.00 - G
rading &
D
rainage P
lan.dw
g
940 O
LD
HAM
D
RIVE O
FFICE BU
ILD
IN
G
GRAPHIC SCALE: 1" =###'
PROJECT BENCHMARK:
DESCRIPTION: PK NAIL IN
POWER POLE
ELEVATION: 607.08
MAP 56L "A", PARCEL 35
SITE PLAN
940 O
LD
HAM
D
RIVE
NO
LEN
SVILLE, W
ILLIAM
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09-26-17
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C3.00
0 2015105 40 60
GRAPHIC SCALE 1"=20'
H
T
R
O
N
Site Grading, Drainage & Erosion Control Notes:
1. The disturbed area for this project is approximately 0.74± acres.
2. The contractor shall comply with all pertinent provisions of the manual of accident prevention and
construction issued by AGC of America, Inc. and the 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 to proceeding with any excavation.
4. If any springs or underground streams are exposed during construction, permanent French drains may
be required. The drains shall be specified and located during construction as required by the
conditions which are encountered, and shall be approved by the engineer.
5. Stockpiled topsoil or fill material shall be treated so no sediment run-off will contaminate surrounding
areas or enter nearby streams.
6. Clean silt barriers when they are approximately 30% filled with sediment or as directed by the owner's
representative. Silt barriers shall be replaced as effectiveness is significantly reduced, or as directed
by the owner's representative.
7. All new pipes under existing paved areas shall be backfilled to the top of subgrade with # 57 crushed
stone.
8. Sediment removed from sediment control structures is to be placed at a site approved by the local
governing authority. It shall be treated in a manner so that the area around the disposal site will not be
contaminated or damaged by the sediment in the run-off. Cost for this treatment is to be included in
the bid price for earthwork. The contractor shall obtain the disposal site as part of his work.
9. Reinforced concrete storm drainage pipe shall be Class III. Corrugated metal 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 the suitability of the subsurface
conditions for the work indicated. Determination of the subsurface conditions for the work indicated is
solely the responsibility of the contractor.
13. Do not disturb vegetation or remove trees except when necessary for grading purposes.
14. Top of grate elevations and location of coordinates for drainage structures 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 curb where applicable).
15. Any site used for disposal and/or stockpile of any material shall be properly permitted for such
activity. It is the responsibility of the contractor to see that all required permits are secured for each
property utilized. A copy of the approved permit must be provided to the inspector prior to
commencement of work on any property. Failure to do so may result in the contractor removing any
illegally placed material at his own expense.
16. Respread topsoil (6 inch minimum thickness), seed, and straw all disturbed areas as soon as
possible after final grading is completed, unless otherwise indicated. Contractor shall take whatever
means necessary to establish permanent soil stabilization.
17. Proposed contour lines and spot elevations are the result of an engineered grading design and
reflect a planned intent with regard to drainage and movement of materials. Should the contractor have
any question of the intent or any problem with the continuity of grades, the engineer shall be contacted
immediately.
18. All cut and fill slopes shall be 3 horizontal to 1 vertical or flatter unless otherwise indicated on plans.
19. Positive drainage shall be established as the first order of work and shall be maintained at all times
during and after construction. Soil softened by perched water in foundation and pavement areas must
be undercut and replaced with suitable fill materials.
20. Remove sediment from all drainage structures before acceptance by local governing agency, or as
directed by the owner's representative.
21. Contractor shall conform to all applicable codes and obtain approval as necessary before beginning
construction.
22. Remove the temporary erosion and water pollution control devices only after a solid stand of grass
has been established on graded areas and when in the opinion of the owner's representative, they are
no longer needed.
23. Provide temporary construction access(es) at the point(s) where construction vehicles exit the
construction area. Maintain public roadways free 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, or his representative.
25. All fill material on this project shall be approved by the geotechnical engineer prior to placement. This
material shall be placed in lifts and compacted as directed by the geotechnical engineer. The
contractor shall be responsible for employing a geotechnical engineer if one is not provided by the
owner.
26. All drainage construction materials and installation shall conform to the requirements and
specifications of the local governing agency.
27. It shall be the contractor's responsibility to waste excess earth material off site at no additional cost to
the owner. The contractor shall first offer the excess material to the owner. If not accepted by the
owner, the contractor shall dispose of earth material off site. It shall also be the contractor's
responsibility to import suitable material (at no additional cost to the owner) for earthwork operations if
sufficient amounts of earth material are not available on site.
28. The contractor shall check all existing grades and dimensions in the field prior to beginning work and
report any discrepancies to the engineer. Commencement of any grading work constitutes the
contractor's acceptance of the existing grade as matching those shown on the plans.
29. Strip topsoil from all cut and fill areas and stockpile. Upon completion of general grading respread
the topsoil over all disturbed areas, to a minimum depth of 6". Contractor shall supply additional topsoil
if insufficient quantities exist on site. Remove any excess topsoil from site.
30. The contractor shall take special care to compact fill sufficiently around and over all pipes, structures,
valve stems, etc., inside the proposed paved areas to avoid settlement. Any settlement during the
warranty period shall be 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 and federal regulations, specifically the current OSHA Health and
Safety Standards for Excavations (29 CRF Part 1926) shall be followed.
32. All fill slopes and cut slopes on this project shall be reviewed by the owner's geotechnical engineer
during construction to confirm that the slopes are (will be) stable. It is the contractor's responsibility to
have this confirmation in writing from the geotechnical engineer.
33. All fill on this project shall be installed and compacted in accordance with the owner's geotechnical
engineer's recommendation. The owner's geotechnical engineer shall review all filling operations to
confirm the earthwork is properly installed and compacted. It is the contractor's responsibility to have
this conformation in writing from the geotechnical engineer.
34. Relocation of existing plant materials shall be coordinated with the owner and relocated to a
designated area on site.
35. All horizontal and vertical information of proposed culverts shown hereon which accept/discharge
flows to/from existing channels are approximate utilizing topographic drawings. The final horizontal and
vertical alignments shall be field located by the contractor prior to the ordering of materials or
commencement of construction and shall notify the engineer of any discrepancies to what was
designed.
CONTRACTOR SHALL PROVIDE
SMOOTH TRANSITION BETWEEN
EXISTING AND PROPOSED PAVEMENT
(TYP.)
45 L.F. OF 18" CMP @ 1.0%
REMOVE/RELOCATE HEADWALL
CONNECT NEW 18" CMP TO
EXISTING PIPE
HEADWALL
I.E. = 600.85
2' WIDE CURB CUT WITH
CONCRETE FLUME
INSTALL:
RIPRAP APRON
MATCH EXISTING GRADE
REGRADE AREA TO
CREATE SWALE TO
EXISTING OUTLET
STRUCTURE.
EXPAND VOLUME OF
EXISTING DETENTION
BASIN TO ACCOMMODATE
ADDITIONAL RUNOFF.
ADJUST EXISTING WATER
METER CASTING TO BE
FLUSH WITH NEW SIDEWALK
EXISTING CURB
6' GRASS STRIP
4' SIDEWALK
2' SHOULDER
4
:
1
S
L
O
P
E
EXISTING ROAD
CENTERLINE
2%
MA
X.
2%
MA
X.
SIDEWALK GRADING SECTION
N.T.S.
WATER QUALITY POND
25 YEAR W.S.E. = 602.0
100 YEAR W.S.E. = 602.4
OUTLET
STRUCTURE
15' WIDE EMERGENCY SPILLWAY
ELEV. = 602.5
INSTALL PERMANENT MATTING
C350 BY NORTH AMERICAN
GREEN OR APPROVED EQUAL.
GRASS SWALE
FILTER RING
4
:
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JOB NO.: 08-084-04
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GRAPHIC SCALE: 1" =###'
PROJECT BENCHMARK:
DESCRIPTION: PK NAIL IN
POWER POLE
ELEVATION: 607.08
MAP 56L "A", PARCEL 35
SITE PLAN
940 O
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Stormwater Pollution Prevention Plan Notes:
1. The contractor is responsible for making sure that a copy of the SWPPP is retained on-site at or near the
construction entrance. If a construction trailer in not available, the contractor shall provide a waterproof
enclosure near the construction entrance to place the SWPPP. In addition to the SWPPP, the contractor shall
make certain that the following information must also be posted at the construction site (in a construction trailer
or in the waterproof enclosure):
a) A copy of the notice of coverage (NOC) with the NPDES permit tracking number for the construction project
number
b) name, company name, email address, telephone number and address of the project site owner or a local
contact person
c) a brief description of the project
d) the location of the SWPPP if an on-site location for storing the plan is not available.
2. The owner of this project site will provide erosion control measures as shown on this SWPPP. Once the owner
sells this property, the new property owner will be required to obtain coverage under this permit from the
governing federal, state and local agencies and the new property owner shall assume operational control and
responsibility for the portion of the site that he/she purchases.
3. Prior to the commencement of any clearing or grubbing, the contractor shall erect "construction fencing", tree
protection fencing, caution tape, etc. along the limits of disturbance to protect trees, stream bank buffers, etc.
that are not to be disturbed.
4. Prior to any type of construction activity, the contractor shall install the stone based construction exit, the silt
fence and the sediment traps/basins when indicated on the SWPPP. Additional erosion control measures such
as rock check dams, diversion swales, temporary creek crossings, temporary mulching of disturbed areas, final
seed and straw application and general erosion control maintenance shall be provided as construction
progresses and these measures become necessary. The contractor shall be responsible for implementing all of
the erosion control measures.
5. All erosion control measures shall be installed and maintained in accordance with the manufacture's
specifications and recommendations. It is the purpose of all control measures to slow runoff so that rill and
gully formation is prevented. The contractor shall inspect the control measures periodically and replace and/or
modify the controls for relevant site situations.
6. Where the application of temporary or permanent grass seed is specified as part of the SWPPP, the contractor
shall use an appropriate grass seed mixture for the time of year that the seed is sowed. Use fescue during the
spring and summer months and a mixture of fescue and winter rye during the fall and winter months. Sow at a
rate of 6 lbs. per 1000 sq.ft. of area. Provide adequate amounts of water to establish a healthy stand of grass.
7. If sediment escapes the construction site, it is the contractor's responsibility to remove the sediment that has
escaped the site. The contractor shall obtain the permission of the landowner where the sediment has
accumulated before removal can begin. If sediment enters a stream, the contractor must also gain the written
permission of the State before remediation/restoration can begin.
8. The contractor shall remove sediment from sediment traps, silt fences, sedimentation ponds, and other
sediment controls as necessary and must be removed when capacity has been reduced by 50%.
9. Litter, construction debris and construction chemicals exposed to storm water shall be picked up and removed
from the site to prevent them from becoming a pollutant source for storm water discharges. After use, materials
used for erosion prevention and sediment control should be removed from the site.
10. There are no other construction activities or industrial activities associated with this project site that are
covered under a separate permit.
11. There are no streams or wetlands on or near this project site, therefore no additional permits associated with
these features are required.
12. All earth stockpiles, whether on the project site or off-site shall include erosion control measures to prevent
the material from be washed from the site by storm water runoff.
13. Clearing and grubbing must be held to the minimum necessary for grading and equipment operation.
14. Construction must be phased for projects in which over 50 acres of soil will be disturbed. Areas of the
completed phase must be stabilized within 14 days (7 days for slopes ≥ 35%). No more than 50 acres of active
soil disturbance is allowed at any time during the construction project.
15. For projects that have a disturbed area of greater than 50 acres, the contractor shall provide a phasing plan
to only disturb 50 acres or less at one time. Submit the phasing plan to the state and local agencies for their
review.
16. Erosion prevention and sediment control measures must be in place and functional before earth moving
operations begin and must be constructed and maintained throughout the construction period. Temporary
measures may be removed at the beginning of the workday, but must be replaced at the end of the workday.
17. The contractor shall maintain a rain gauge and daily rainfall records at the site.
18. The contractor shall initiate stabilization measures in portions of the site where construction activities have
temporarily or permanently ceased. Temporary or permanent soil stabilization at the construction site must be
completed no later than 14 days (7 days for slopes ≥ 35%) after the construction activity on that portion of the
site has temporarily or permanently ceased.
19. The contractor shall construct temporary diversion swales to divert off-site runoff from crossing the disturbed
areas. These diversion swales, when necessary, shall be field located to avoid existing trees wherever
possible.
20. No work shall be allowed in or around streams or wetlands without the proper permits. Prior to the
commencement of any construction activities in these areas, the contractor shall obtain a copy of the permits
from the property owner, which allows this work. He shall not begin work without obtaining a copy of these
permits or stiff fines from the federal and state agencies may be levied.
21. Muddy water to be pumped from excavation and work areas must be held in settling basins or filtered prior to
its discharge into surface waters. Water must be discharged through a pipe, well-grassed or lined channel or
other equivalent means so the discharge does not cause erosion and sedimentation. Discharged water must
not cause an objectionable color contrast with the receiving stream.
22. After construction in complete, all disturbed areas, which are not covered with impermeable surface (i.e.
asphalt, concrete, buildings, etc.), shall be covered with topsoil (4-inch thick minimum), grass seed and straw.
The contractor shall maintain the seed and straw until a solid, healthy stand of permanent grass covers the
disturbed areas.
23. Silt fence shall be used along the lower edge of disturbed areas that have sheet flow runoff. Where runoff is
concentrated (such as swales and ditches), bumpus fences or rock check dams shall be used to slow the
velocity and allow settling of sediment.
24. All construction and waste material shall be collected and removed from the site on a periodic basis. All
construction and waste material shall be located outside of any existing or proposed drainage ways and shall
be covered and protected from the rain until they are removed from the site. Any liquid materials or chemicals
stored on-site shall be located away from any existing or proposed drainage ways and a berm of sufficient
height to contain the entire volume of the liquid shall be constructed to completely encompass and impound the
stored materials to prevent a spill from flowing off of the site.
25. All soil, plants, trees and other vegetation in protected streams and wetlands and along the banks of same
are protected by State law and therefore a prohibited from being removed. The contractor shall ensure that
these areas remain undisturbed during construction. Contractor shall erect construction barriers or take other
means necessary to insure that the areas remain protected.
26. The contractor shall employee a person to inspect the erosion control measures as required by the State and
local agencies. The inspector must have successfully completed the "Fundamentals of Erosion Prevention and
Sediment Control" course provided by the State. A copy of the certification or training record for inspector
certification should be kept on site.
27. Inspections described in the Tennessee General Permit shall be performed at least twice every calendar
week and shall be performed at least 72 hours apart. Inspect all erosion control measures, disturbed areas,
storage of material areas, outfall points, construction access points, etc.
28. Inspections shall also be performed before anticipated storm events (or series of storm events such as
intermittent showers over one or more days), and within 24 hours after the end of a storm event of 0.5 inches
or greater.
29. Any inadequate control measures or control measures in disrepair shall be replaced or modified or repaired
as necessary before the next rain event if possible, but in no case more than 7 days after the need is identified.
The contractor shall provide additional erosion control measures where necessary to insure adequate control
so that no silt exits the project site.
30. Inspections shall be documented and include: the scope of the inspection, name and title of personnel
making the inspection, the date of the inspection, major observations relating to the implementation of the
storm water pollution prevention plan (including the location of discharges of sediment or other pollutants from
the site and of any control device that failed to operate as designed or proved inadequate fro a particular
location), and actions taken in accordance with the General Permit. Inspections documentation will be
maintained on site and made available upon request. Inspection reports must be submitted to the State (TDEC)
within 10 days of the request. Use the inspection report form provided in Appendix C of the General Permit and
complete on a weekly basis.
31. Sediment removed from sediment control structures is to be placed at a site that has been permitted by local
and state agencies. The contractor is responsible for obtaining the site to "waste" the sediment material. The
sediment shall be treated in a manner so that the area around the disposal site will not be contaminated or
damaged by the sediment in the storm water run-off. Cost of this treatment is to be included in the price for the
earthwork.
32. The contractor shall seed and straw all disturbed areas within 14 days (7 days for slopes ≥ 35%) after final
grading is completed, unless otherwise indicated. The contractor shall take whatever means necessary to
establish permanent soil stabilization. Any areas that do not include construction activity for more than 14 days
(7 days for slopes ≥ 35%) shall be temporarily covered with straw to help prevent erosion.
33. Remove sediment from all drainage structures, pipes and swales before acceptance by the developer or the
local governing agency.
34. Remove the temporary erosion and water pollution control devices only when in the opinion of the owner's
representative, they are no longer needed.
35. During the period between the end of the construction and the establishment of the permanent vegetation,
erosion control measures shall remain in place and maintained. Once permanent vegetation is established,
then the erosion control measures may be removed.
36. This SWPPP is developed in accordance with the Tennessee General NPDES Permit (TNR100000) for storm
water discharges associated with construction activity (TNCGP), and is prepared using sound engineering
practices. Civil Site Design Group P.L.L.C. personnel involved with the development of this plan have
completed the design of vegetative and structural measures for erosion and sediment control course available
from the State of Tennessee.
As instructed by Part III.F of the TNCGP, this plan and all attachments are hereby submitted to the local
Environmental Assistance Center (EAC), along with the complete, correctly signed Notice of Intent (NOI).
Construction will not be initiated prior to receipt of a Notice of Coverage (NOC) from the Tennessee
Department of Environment and Conservation (TDEC).
SWPPP LEGEND
CONSTRUCTION ENTRANCE
FILTER RING
INLET PROTECTION
RIPRAP
SILT FENCE
CHECK DAM
RR
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FR
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SF
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
DISTRUBED AREA = 0.74± Ac.
CD
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JOB NO.: 08-084-04
CH
KD
BY:
DRW
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BY:
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\C
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3.02 - E
rosion C
ontrol P
lan S
tage 2.dw
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940 O
LD
HAM
D
RIVE O
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IN
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GRAPHIC SCALE: 1" =###'
PROJECT BENCHMARK:
DESCRIPTION: PK NAIL IN
POWER POLE
ELEVATION: 607.08
MAP 56L "A", PARCEL 35
SITE PLAN
940 O
LD
HAM
D
RIVE
NO
LEN
SVILLE, W
ILLIAM
SO
N CO
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Stormwater Pollution Prevention Plan Notes:
1. The contractor is responsible for making sure that a copy of the SWPPP is retained on-site at or near the
construction entrance. If a construction trailer in not available, the contractor shall provide a waterproof
enclosure near the construction entrance to place the SWPPP. In addition to the SWPPP, the contractor shall
make certain that the following information must also be posted at the construction site (in a construction trailer
or in the waterproof enclosure):
a) A copy of the notice of coverage (NOC) with the NPDES permit tracking number for the construction project
number
b) name, company name, email address, telephone number and address of the project site owner or a local
contact person
c) a brief description of the project
d) the location of the SWPPP if an on-site location for storing the plan is not available.
2. The owner of this project site will provide erosion control measures as shown on this SWPPP. Once the owner
sells this property, the new property owner will be required to obtain coverage under this permit from the
governing federal, state and local agencies and the new property owner shall assume operational control and
responsibility for the portion of the site that he/she purchases.
3. Prior to the commencement of any clearing or grubbing, the contractor shall erect "construction fencing", tree
protection fencing, caution tape, etc. along the limits of disturbance to protect trees, stream bank buffers, etc.
that are not to be disturbed.
4. Prior to any type of construction activity, the contractor shall install the stone based construction exit, the silt
fence and the sediment traps/basins when indicated on the SWPPP. Additional erosion control measures such
as rock check dams, diversion swales, temporary creek crossings, temporary mulching of disturbed areas, final
seed and straw application and general erosion control maintenance shall be provided as construction
progresses and these measures become necessary. The contractor shall be responsible for implementing all of
the erosion control measures.
5. All erosion control measures shall be installed and maintained in accordance with the manufacture's
specifications and recommendations. It is the purpose of all control measures to slow runoff so that rill and
gully formation is prevented. The contractor shall inspect the control measures periodically and replace and/or
modify the controls for relevant site situations.
6. Where the application of temporary or permanent grass seed is specified as part of the SWPPP, the contractor
shall use an appropriate grass seed mixture for the time of year that the seed is sowed. Use fescue during the
spring and summer months and a mixture of fescue and winter rye during the fall and winter months. Sow at a
rate of 6 lbs. per 1000 sq.ft. of area. Provide adequate amounts of water to establish a healthy stand of grass.
7. If sediment escapes the construction site, it is the contractor's responsibility to remove the sediment that has
escaped the site. The contractor shall obtain the permission of the landowner where the sediment has
accumulated before removal can begin. If sediment enters a stream, the contractor must also gain the written
permission of the State before remediation/restoration can begin.
8. The contractor shall remove sediment from sediment traps, silt fences, sedimentation ponds, and other
sediment controls as necessary and must be removed when capacity has been reduced by 50%.
9. Litter, construction debris and construction chemicals exposed to storm water shall be picked up and removed
from the site to prevent them from becoming a pollutant source for storm water discharges. After use, materials
used for erosion prevention and sediment control should be removed from the site.
10. There are no other construction activities or industrial activities associated with this project site that are
covered under a separate permit.
11. There are no streams or wetlands on or near this project site, therefore no additional permits associated with
these features are required.
12. All earth stockpiles, whether on the project site or off-site shall include erosion control measures to prevent
the material from be washed from the site by storm water runoff.
13. Clearing and grubbing must be held to the minimum necessary for grading and equipment operation.
14. Construction must be phased for projects in which over 50 acres of soil will be disturbed. Areas of the
completed phase must be stabilized within 14 days (7 days for slopes ≥ 35%). No more than 50 acres of active
soil disturbance is allowed at any time during the construction project.
15. For projects that have a disturbed area of greater than 50 acres, the contractor shall provide a phasing plan
to only disturb 50 acres or less at one time. Submit the phasing plan to the state and local agencies for their
review.
16. Erosion prevention and sediment control measures must be in place and functional before earth moving
operations begin and must be constructed and maintained throughout the construction period. Temporary
measures may be removed at the beginning of the workday, but must be replaced at the end of the workday.
17. The contractor shall maintain a rain gauge and daily rainfall records at the site.
18. The contractor shall initiate stabilization measures in portions of the site where construction activities have
temporarily or permanently ceased. Temporary or permanent soil stabilization at the construction site must be
completed no later than 14 days (7 days for slopes ≥ 35%) after the construction activity on that portion of the
site has temporarily or permanently ceased.
19. The contractor shall construct temporary diversion swales to divert off-site runoff from crossing the disturbed
areas. These diversion swales, when necessary, shall be field located to avoid existing trees wherever
possible.
20. No work shall be allowed in or around streams or wetlands without the proper permits. Prior to the
commencement of any construction activities in these areas, the contractor shall obtain a copy of the permits
from the property owner, which allows this work. He shall not begin work without obtaining a copy of these
permits or stiff fines from the federal and state agencies may be levied.
21. Muddy water to be pumped from excavation and work areas must be held in settling basins or filtered prior to
its discharge into surface waters. Water must be discharged through a pipe, well-grassed or lined channel or
other equivalent means so the discharge does not cause erosion and sedimentation. Discharged water must
not cause an objectionable color contrast with the receiving stream.
22. After construction in complete, all disturbed areas, which are not covered with impermeable surface (i.e.
asphalt, concrete, buildings, etc.), shall be covered with topsoil (4-inch thick minimum), grass seed and straw.
The contractor shall maintain the seed and straw until a solid, healthy stand of permanent grass covers the
disturbed areas.
23. Silt fence shall be used along the lower edge of disturbed areas that have sheet flow runoff. Where runoff is
concentrated (such as swales and ditches), bumpus fences or rock check dams shall be used to slow the
velocity and allow settling of sediment.
24. All construction and waste material shall be collected and removed from the site on a periodic basis. All
construction and waste material shall be located outside of any existing or proposed drainage ways and shall
be covered and protected from the rain until they are removed from the site. Any liquid materials or chemicals
stored on-site shall be located away from any existing or proposed drainage ways and a berm of sufficient
height to contain the entire volume of the liquid shall be constructed to completely encompass and impound the
stored materials to prevent a spill from flowing off of the site.
25. All soil, plants, trees and other vegetation in protected streams and wetlands and along the banks of same
are protected by State law and therefore a prohibited from being removed. The contractor shall ensure that
these areas remain undisturbed during construction. Contractor shall erect construction barriers or take other
means necessary to insure that the areas remain protected.
26. The contractor shall employee a person to inspect the erosion control measures as required by the State and
local agencies. The inspector must have successfully completed the "Fundamentals of Erosion Prevention and
Sediment Control" course provided by the State. A copy of the certification or training record for inspector
certification should be kept on site.
27. Inspections described in the Tennessee General Permit shall be performed at least twice every calendar
week and shall be performed at least 72 hours apart. Inspect all erosion control measures, disturbed areas,
storage of material areas, outfall points, construction access points, etc.
28. Inspections shall also be performed before anticipated storm events (or series of storm events such as
intermittent showers over one or more days), and within 24 hours after the end of a storm event of 0.5 inches
or greater.
29. Any inadequate control measures or control measures in disrepair shall be replaced or modified or repaired
as necessary before the next rain event if possible, but in no case more than 7 days after the need is identified.
The contractor shall provide additional erosion control measures where necessary to insure adequate control
so that no silt exits the project site.
30. Inspections shall be documented and include: the scope of the inspection, name and title of personnel
making the inspection, the date of the inspection, major observations relating to the implementation of the
storm water pollution prevention plan (including the location of discharges of sediment or other pollutants from
the site and of any control device that failed to operate as designed or proved inadequate fro a particular
location), and actions taken in accordance with the General Permit. Inspections documentation will be
maintained on site and made available upon request. Inspection reports must be submitted to the State (TDEC)
within 10 days of the request. Use the inspection report form provided in Appendix C of the General Permit and
complete on a weekly basis.
31. Sediment removed from sediment control structures is to be placed at a site that has been permitted by local
and state agencies. The contractor is responsible for obtaining the site to "waste" the sediment material. The
sediment shall be treated in a manner so that the area around the disposal site will not be contaminated or
damaged by the sediment in the storm water run-off. Cost of this treatment is to be included in the price for the
earthwork.
32. The contractor shall seed and straw all disturbed areas within 14 days (7 days for slopes ≥ 35%) after final
grading is completed, unless otherwise indicated. The contractor shall take whatever means necessary to
establish permanent soil stabilization. Any areas that do not include construction activity for more than 14 days
(7 days for slopes ≥ 35%) shall be temporarily covered with straw to help prevent erosion.
33. Remove sediment from all drainage structures, pipes and swales before acceptance by the developer or the
local governing agency.
34. Remove the temporary erosion and water pollution control devices only when in the opinion of the owner's
representative, they are no longer needed.
35. During the period between the end of the construction and the establishment of the permanent vegetation,
erosion control measures shall remain in place and maintained. Once permanent vegetation is established,
then the erosion control measures may be removed.
36. This SWPPP is developed in accordance with the Tennessee General NPDES Permit (TNR100000) for storm
water discharges associated with construction activity (TNCGP), and is prepared using sound engineering
practices. Civil Site Design Group P.L.L.C. personnel involved with the development of this plan have
completed the design of vegetative and structural measures for erosion and sediment control course available
from the State of Tennessee.
As instructed by Part III.F of the TNCGP, this plan and all attachments are hereby submitted to the local
Environmental Assistance Center (EAC), along with the complete, correctly signed Notice of Intent (NOI).
Construction will not be initiated prior to receipt of a Notice of Coverage (NOC) from the Tennessee
Department of Environment and Conservation (TDEC).
SWPPP LEGEND
CONSTRUCTION ENTRANCE
FILTER RING
INLET PROTECTION
RIPRAP
SILT FENCE
CHECK DAM
RR
IP
FR
CE
CD
SF
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
DISTRUBED AREA = 0.74± Ac.
CD
IP
FR
RR
SF
SF
SFSF
SF
SF
SF
DATE
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JOB NO.: 08-084-04
CH
KD
BY:
DRW
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BY:
DRAW
IN
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D\2008\08-084-04\C
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\C
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4.00 - C
ivil D
etails.dw
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940 O
LD
HAM
D
RIVE O
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IN
G
GRAPHIC SCALE: 1" =###'
SITE PLAN
940 O
LD
HAM
D
RIVE
NO
LEN
SVILLE, W
ILLIAM
SO
N CO
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TY, TEN
NESSEE
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09-05-17
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CIVIL D
ETAILS
C4.00
EXTRUDED CURB
TYPICAL SIDEWALK
SIDEWALK WITH TURNED DOWN CURB
ASPHALT PAVEMENT SECTION
CURB CUT AND CONCRETE FLUME
DUMPSTER PAD WITH WHEEL PAD
CONCRETE HEADWALL
ELEVATION
SECTION
SILT FENCE
SECTION
PLAN
TEMPORARY CONSTRUCTION EXIT
AREA DRAIN PROTECTION
PLAN
SECTION A-A
RIPRAP AT HEADWALL
STONE FILTER RING
ROCK CHECK DAM
EROSION EEL™
SHEET FLOW
INSTALL EROSION EELS™
PARALLEL TO THE SLOPE
CONTOURS. PLACE 100 ft. OF
EROSION EELS™ FOR EVERY
0.25 ACRE DRAINAGE AREA.
NOTE:
ALL EROSION EELS™ USED
FOR PERIMETER CONTROL
SHALL USE MIXTURE
SPECIFICATIONS 1.1 AND 1.2.
BUTT ENDS OF EEL™
TOGETHER AND JOIN
TIGHTLY WITH JUNCTION
WRAP (PER DETAIL BELOW).
EEL™ BUTT JOINT
ANCHOR LOOP
(4 PER 10 FT. BAG).
EROSION CONTROL EeL
TIE-STRING
END OF EEL
SEWN SEAM
EDGE
TO FORM BUTT JOINT, PRESS
TIED END OF EEL™ AGAINST
SEWN EDGE OF ADJACENT
EEL.
EROSION EEL™
GATE-ELEVATION
FENCE-ELEVATION
PLAN VIEW
WOOD FENCE SECTION
DUMPSTER PAD WHEEL PAD
DETAILS OF DUMPSTER AREA
SECTION
PLAN
SIDEWALK RAMP
DETENTION POND
OUTLET STRUCTURE
BMP TRASH RACKwww.plastic-solution.com
P.O. Box 4386
Winchester VA 22604877-877-5727INC.
SOLUTIONSPLASTIC
pipeculvert
conc. apron
HDPE structural plastic 1/4" plate and grating with 1" holes and a min.
11
1/4" HDPE platebolted to structure.
Section
3"
Elevation
manufactured by Plastic Solutions Inc. or equal.
single BMPorifice
Isometric
of 30% of opening area
HDPE structural plastic 1/4" plate and grating
Solutions Inc. or equalmanufactured by Plastic of 30% of opening areawith 1" holes and a min.
* shown with optional plate
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SITE DATA
SITE AREA: 2.84 ACRES
GROSS AREA OF PARKING (GAP): 4,662 SF
LANDSCAPE REQUIREMENTS
REQUIRED PROPOSED
PERIMETER PARKING AREA
- 1 CANOPY TREE SHALL BE PLANTED FOR EACH 50 FEET OF PARKING AREA PERIMETER
EASTERN PARKING PERIMETER
1 3" CANOPY TREE/ 50 540 LF 11 CANOPY TREES
REQUIRED INTERIOR LANDSCAPING
- 8% OF PARKING AREA SHALL BE LANDSCAPED
* 8 20,428 SF 1,634 SF >1,700 SF
- 1 CANOPY TREE SHALL BE PLANTED FOR EVERY 10 PARKING SPACES
* 1 3" CANOPY TREE/ 10 42 Parking Spaces 5 CANOPY TREES5
3" CANOPY TREES
BUFFER ZONE REQUIREMENTS
NONE
LANDSCAPE REQUIREMENTS
REQUIRED PROPOSED
REQUIRED TREE DENSITY
514.2 TDU 18
TDU
PROPOSED NEW TREES:
3" CAL 14 x 0.6 = 8.4
CREDIT FOR NEW TREES: 8.4 CALIPER INCHES
TOTAL TREE DENSITY UNITS PROVIDED: 18 CALIPER INCHES
PARKING SPACES
LF OF FRONTAGE/
TREE DENSITY UNITS PER ACRE
% OF GAPMIN. LANDSCAPE REQ.
UNITS UNITS
STREET TREES
- 1 CANOPY TREE SHALL BE PLANTED FOR EACH 50 FEET OF STREET FRONTAGE
NOLENSVILLE ROAD
1 3" CANOPY TREE/ 50 180 LF 4 CANOPY TREES 1 3" TREESLF OF FRONTAGE/
9/25/2017
LA
ND
SC
AP
E P
LAN
RE
LE
AS
E D
AT
E: 00/00/00
BY:
cb
RE
V 1:
Heibert+Ball
LAND DESIGN1894 Gen. Geo. Patton Dr.
Suite 400
Franklin, TN 37067
Tel: 615.376.2421
www.hblanddesign.com
L1.0
& 3 EXISTING TREES
EXISTING TREES TREES:UNITS UNITS
4" CAL 12 x 0.8 = 9.6
CREDIT FOR EXISTING TREES:
9.6CALIPER INCHES
EXISTING BUILDING
EXISTING PARKING
EXISTING PARKING
EXISTING DRIVE
EXISTING DRIVE
PROPOSED PARKING
EXISTING EVERGREEN BUFFER
OF MATURE PINE TREES
COUNTED TOWARD BUFFER
REQUIREMENTS ONLY
EXISTING EVERGREEN BUFFER
OF MATURE PINE TREES
COUNTED TOWARD BUFFER
REQUIREMENTS ONLY
EXISTING 4" OR GREATER TREES (TYP)COUNTED TOWARD TDU REQUIREMENTS
8 3" TREES & 3 EXISTING TREES
PR
OP
OS
ED
S
IT
E F
OR
:
94
0 O
LD
HA
M D
RIV
EN
OLE
NS
VILL
E, T
EN
NE
SS
EE
SEE L1.1 FOR LANDSCAPE SCHEDULE. NOTES, AND DETAILS
9/25/2017
LA
ND
SC
AP
E N
OTE
S
PR
OP
OS
ED
S
IT
E F
OR
:
94
0 O
LD
HA
M D
RIV
EN
OLE
NS
VILL
E, T
EN
NE
SS
EE
RE
LE
AS
E D
AT
E: 00/00/00
BY:
cb
RE
V 1:
Heibert+Ball
LAND DESIGN1894 Gen. Geo. Patton Dr.
Suite 400
Franklin, TN 37067
Tel: 615.376.2421
www.hblanddesign.com
L1.1
TREE SPECIFICATIONS: ALL TREES SHALL HAVE THE FOLLOWING CHARACTERISTICS:1. Deciduous trees shall have one dominant single straight trunk with the tip of the leader on the main trunk left intact and the terminal bud on the central leader is at the highest point on the tree.2. Trees with forked trunks are acceptable if all the following conditions are met: a. The fork occurs in the upper 1/3 of the tree. b. One fork is less than 2/3 the diameter of the dominant fork. c. The top 1/3 of the smaller fork is removed at the time of planting.3. No branch is greater than 2/3 the diameter of the trunk directly above the branch.4. The trunk and/or major branches shall not touch5. Several branches are larger in diameter and obviously more dominant.6. Branching habit is more horizontal than vertical, and no branches are oriented nearly vertical to the trunk.7. Branches are evenly distributed around the trunk with no more than one major branchlocated directly above another and the crown is full of foliage evenly distributed around the tree8. Crown spread shall look proportional to the tree.9. NO flush cuts or open trunk wounds or other bark injury10. Root ball meets all ANSI standards and is appropriately sizedDEFICIENCIES NOT ACCEPTED:1. Tip dieback on 5% of branches2. Crown thin/spasely foliated3. Included bark4. Major Branches touching5. Asymmetrical branching
TO AVOID OVERHEAD UTILITY CONFLICTS:
In the event proposed canopy trees are in conflict (within 25') with proposed or existing overhead
utility locations, the landscape contractor shall stop work and contact Heibert+Ball Land Design
immediately for coordination and field adjustment.
TO AVOID OVERHEAD LIGHT POLE CONFLICTS:
In the event proposed canopy trees are in conflict (within 10') with proposed or existing light pole
locations, the landscape contractor shall stop work and contact Heiber+Ball Land Design
immediately for coordination and field adjustment
UTILITY SCREEN
All utility structures, transformers, meters, and/or units shall be screened with plant material tall
enough to provide an effective screen. Structures not shown on landscape plans will be required
to be screened. If utilities are added to the site, contact Heibert+Ball Land Design for screening
recommendations
PLANT STANDARDS
The standards set forth in "American Standard for Nursery Stock" represent general guideline
specifications only and will constitute minimum quality requirements for plant material. All plants
must meet minimum size noted at the materials schedule. And meet the characteristics stated on this
drawing. All material installed on the site MUST meet or exceed these specifications. Any trees or
shrubs not meeting these standards can be rejected at time of inspection.
SUBSTITUTION NOTE:1. Requirements shown are as per City Zoning Ordinance. Substitutions are not allowed unless approved by Heibert+Ball Land Design.2. After installation, the landscape will be maintained by the owner.3. Additional screening may be required if the inspection for the release of the performance bond reveals that the screening is not effective.
LANDSCAPE SHALL NOT OBSTRUCT
VISIBILITY OR ACCESS TO FIRE
PROTECTION EQUIPMENT INCLUDING,
BUT NOT LIMITED TO, FIRE HYDRANTS
AND FIRE DEPARTMENT CONNECTIONS
PLANTING SCHEDULE NOTES
1. SHRUBS AND TREES TO BE OF THE HIGHEST QUALITY.
2. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER AND LANDSCAPE
ARCHITECT OF RECORD.
3. SUBSTITUTIONS AND DEVIATIONS MAY OR MAY NOT BE APPROVED.
4. REVISED LANDSCAPE PLANS MUST BE SUBMITTED AND APPROVED BY THE CITY OF NOLENSVILLE.
5. ALL IRRIGATION, LAWN AND PLANT MATERIALS WITHIN THE ROW MUST BE MAINTAINED BY THE
PROPERTY OWNER.
PLAN NOTES:
1. ALL LANDSCAPE BEDS SHALL BE NEATLY TRENCHED WITH A BED EDGE AND HAVE 4" MINIMUM DEPTH
OF SHREDDED HARDWOOD MULCH.
2. ALL TREES AND SHRUBS SHALL BE COORDINATED WITH LIGHTING PLAN PRIOR TO INSTALLATION.
3. ALL TREES AND SHRUBS SHALL BE PLANTED 3' BEHIND BACK OF CURB.
4. ALL AREAS OF DISTURBANCE OUTSIDE OF LANDSCAPE BEDS SHALL BE REPAIRED WITH REBEL III
FESCUE SOD.
5. A HOSE BIB IS LOCATED WITHIN 300 FEET OF ALL LANDSCAPE MATERIALS.
TREES QTY COMMON NAME / BOTANICAL NAME CONT CAL SIZE
1 Sugar Maple / Acer saccharum `Fall Fiesta`5` Clear Trunk. Evenly Branched. Full Symmetrical Crown. See TreeSpecifications
B & B 3"Cal 12`-14` HT
5 Shumard Red Oak / Quercus shumardii5` Clear Trunk. Evenly Branched. Full Symmetrical Crown. See TreeSpecifications
B & B 3"Cal 12`-14` HT
8 Green Vase Zelkova / Zelkova serrata `Green Vase`5` Clear Trunk. Evenly Branched. Full Symmetrical Crown. See TreeSpecifications
B & B 3"Cal 12`-14` HT
SHRUBS QTY COMMON NAME / BOTANICAL NAME CONT
18 Rose Creek Abelia / Abelia x grandiflora `Rose Creek`Full; Dense Form
#3 Cont. 16" HT
5 Mr. Goldstrike Aucuba / Aucuba japonica `Mr. Goldstrike`Full; Dense Form
30" HT
8 American Boxwood / Buxus sempervirensFull; Dense Form. Unsheered
24"x24"
7 Duke`s Garden Plum Yew / Cephalotaxus harringtonia `Duke`s Garden`Full; Dense Form
24" Width
3 Mount Airy Fothergilla / Fothergilla major `Mount Airy`Full; Dense Form
24" HT
2 Limelight Hydrangea / Hydrangea paniculata `Limelight`Full; Dense Form
#5 Cont. 24" HT
9 Snow Queen Oakleaf Hydrangea / Hydrangea quercifolia `Snow Queen`Full; Dense Form
24" HT
47 Dwarf Burford Holly / Ilex cornuta `Burfordii Nana`Full; Dense Form
18" HT
28 Carissa Holly / Ilex cornuta `Carissa`Full; Dense Form
#3 Cont. 16" HT
50 Variegated Lily Turf / Liriope muscari `Variegata`Full; Dense Form; Well Rooted
#1 Container
21 Adagio Eulalia Grass / Miscanthus sinensis `Adagio`Full. Heavy. Well Rooted
#3 Cont. 18" HT
14 Schip Laurel / Prunus laurocerasus `Schipka`Full; Dense Form.
48" HT
8 Hicks Yew / Taxus x media `Hicksii`Full. Heavy. Well Branched.
24" HT
GROUND COVERS QTY COMMON NAME / BOTANICAL NAME CONT
22 Selection of Perennial, Annuals, and Grasses / Seasonal ColorInstall an appealing layered look.
4"pot
PLANT SCHEDULE
LANDSCAPE NOTES
1. The landscape contractor shall verify all material quantities on the drawing during bidding and pricing. In the event of a discrepancy, the quantities
drawn on the plan will take precedence over the material schedule.
2. The landscape contractor shall verify the exact location of all utilities and take necessary precautions to prevent damage to these utilities.
3. The landscape contractor shall coordinate all construction with the appropriate utility company and shall be responsible for any damage to utilities.
4. Topsoil shall be removed from stockpiles and spread in the areas shown on the plans. The depth of topsoil shall be a minimum of 4 inches in lawn
areas and a minimum of 12 inches in landscape planting areas.
5. After the topsoil is in place it shall be fine graded removing all roots, sticks, stones and debris greater than 2 inches in any dimension. The topsoil shall
be fine graded to the lines and grades shown on the plans. The landscape contractor shall be responsible for the fine grading of all planting areas.
6. The topsoil soil shall have a pH of 5.5 to 7.6 and an organic content of 3 to 20%. The gradation of the topsoil shall be 100% passing 2 inch sieve, 85 to
100% passing the 1 inch sieve, 65 to 100% passing the ¼ inch sieve and 20 to 80% passing the No. 200 sieve.
7. Lime of type recommended for soil conditioning shall be used to treat acidic soils.
8. Lawn fertilizer shall be 55% nitrogen, 10% phosphorus and 10% potash where 50% of the nitrogen is derived from ureaform source. A) When placing
by hydroseeding application fertilizer shall be placed at 80 pounds per acre, hydromulch at 1,200 pounds per acre, water at 500 gallons per acre and
seed at a minimum of 220 pounds per acre. All over spray areas shall be properly cleaned and restored at no expense to the contract. B) If placing by
mechanical means, fertilizer shall be placed at 25 pounds per 1,000 square feet, seed at 5 pounds per 1,000 square feet, and straw mulch at 2 tons
per acre. Place fertilizer and seed, then lightly rake and the roll with 200 pound roller. Mulch the area and then water. Straw may need to be secured
to prevent it blowing away.
9. Water lawn areas as needed to promote growth. The contractor will be responsible to water, reseed or work when necessary to insure the growth of
the lawn until a complete and uniform stand of grass has grown and been cut at least twice.
10. Unless otherwise noted on the drawings, all areas not receiving structures, pavement, rip rap, landscaping or other improvements or future
improvements shall be considered lawn areas and receive topsoil and seeding per drawings and above stated requirements.
11. The standards set forth in "American Standard for Nursery Stock" represent general guideline specifications only and will constitute minimum quality
requirements for plant material. All plants must meet minimum size noted at the materials schedule. Trees shall be No. 1 grade specimen and shrubs
shall be heavy well shaped specimens as well.
12. Planting beds shall be prepared by loosening the top 1 foot of topsoil. Plants shall be located per the plans. The holes shall be excavated (per the
details on the drawings) with the center slightly higher to promote drainage. Use a topsoil backfill mix of 4 parts topsoil, 1 part peat moss, 1/2 part well
rotted manure, and 10 pounds 5-10-5 planting fertilizer and properly mixed per cubic yard. Berm around plants to form a bowl shape.
13. All landscaping shall be guaranteed for one year after final acceptance. Any plantings in need of replacement will be guaranteed from the time of
replacement if after final acceptance.
TREE ISLAND PLANTINGP-NO-11