d-xx - erosion control detailsww.charmeck.org/planning/subdivision/approvals/2016/top... · 2016....
TRANSCRIPT
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NORTH
CAROLINA
R
E
G
I
S
T
ER
E
D
P
R
O
F
ES
S
I
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N
A
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EN
G
I
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E
R
MI
CH
A
E L A . THE
BE
RG
ESEAL043610
CONSTRUCTION
APPROVED FOR
C
A
L
L
B
E
F
OR
E
Y
O
U
D
I
G
D
I
G
W
I
T
H C
.
A
.
R
.
E
.
CALL BEFORE YOU DIG
1-800-632-4949
NORTH CAROLINA
ITS THE LAW
DISC
LAIM
ERTh
is dr
awing
and/o
r file
has b
een p
repa
red b
y Boh
ler E
ngine
ering
at th
e req
uest
of the
Pro
ject O
wner
or hi
s Rep
rese
ntativ
e and
is be
ing pr
ovide
d sole
ly as
a co
nven
ience
to th
e rec
ipien
t. Boh
ler E
ngine
ering
mak
es no
repr
esen
tation
rega
rding
the s
uitab
ility f
or th
e inte
nded
use b
y the
recip
ient. F
urthe
r, Bo
hler E
ngine
ering
mak
es no
repr
esen
tation
rega
rding
fitne
ss of
the e
lectro
nic fil
e for
any p
artic
ular p
urpo
se, o
r suit
abilit
y for
use w
ith an
y soft
ware
or ha
rdwa
re. It
is th
e rec
ipien
t's ob
ligati
on to
unde
rstan
d the
desig
n inte
nt an
d to u
se th
is dig
ital d
ata ap
prop
riatel
y.Du
e to t
he al
terab
le na
ture o
f elec
tronic
docu
ments
, Boh
ler E
ngine
ering
does
not m
ake a
ny ex
pres
sed o
r impli
ed w
arra
nty fo
r the
accu
racy
or co
mplet
enes
s of th
is inf
orma
tion.
The i
nform
ation
, des
ign an
d con
tent o
f this
file ar
e pro
priet
ary a
nd sh
all no
t be c
opied
or us
ed fo
r any
purp
ose w
ithou
t prio
r writt
en au
thoriz
ation
from
Boh
ler E
ngine
ering
.On
ly cu
rrent,
sign
ed an
d sea
led pl
ans s
hall b
e utili
zed f
or co
nstru
ction
purp
oses
.Vi
ewing
the c
onten
ts of
this f
ile sh
all se
rve as
your
ackn
owled
gmen
t of a
ccep
tance
of th
e abo
ve te
rms a
nd co
nditio
ns. B
y ope
ning t
his fil
e or t
hrou
gh th
e use
of th
e info
rmati
on co
ntaine
d her
ein, th
e rec
ipien
t agr
ees t
o ind
emnif
y and
hold
Bohle
r Eng
ineer
ing ha
rmles
s fro
m an
y los
s, da
mage
, liab
ility o
r cos
t, inc
luding
reas
onab
le att
orne
y's fe
es th
at Bo
hler E
ngine
ering
defen
ding s
uch c
laims
, aris
ing fr
om an
y use
or re
use o
f this
electr
onic
docu
ment
or in
forma
tion.
2008
Boh
ler E
ngine
ering
.
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
NCC152080
KEL
MAT
12/04/15
SITE PLANDOCUMENTS
MOODY LAKE OFFICE PARK
WEST ARROWOOD ROAD
CITY OF CHARLOTTE, NC
MECKLENBURG COUNTY
1927 SOUTH TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: (980) 272-3400
Fax: (980) 272-3401
NC, PLLC NCBELS P-1132
SU
ST
AIN
AB
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TM
07/07/16
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
2 01/29/16 FOR CITY COMMENTS
KEL
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
2 02/12/16 PERMIT REVISION 1
KEL
2 02/12/16 PERMIT REVISION 1
KEL
3 03/25/16 PERMIT REVISION 2
KEL
4 04/11/16 FOR NCDOT
SUBMISSION ATZ
5 04/25/16 INTERNAL QC/EARLY
GRADING PERMIT BAB
6 05/18/16 EARLY DRIVEWAY/
GRADING PERMIT BAB
7 06/13/16 COMMENT
RESUBMISSION #3 ATZ
8 06/23/16 CHARLOTTE WATER
RESUBMISSION ATZ
9 07/07/16 NCDOT
RESUBMISSION BAB
AS NOTED
SD0
C-1
COVER
SHEET
LOCATION OF SITE
MOODY LAKE OFFICE PARK
WEST ARROWOOD ROAD
CITY OF CHARLOTTE, NORTH CAROLINA
MECKLENBURG COUNTY
CONTACT:
MICHAEL THEBERGE, P.E.
OWNERMOODY LAKE OFFICE PARK
DEVELOPMENT LIMITED PARTNERSHIP
5950 FAIRVIEW ROAD, SUITE 200
CHARLOTTE, NC 28210
CONTRACTORARCO/MURRAY NATIONAL
CONSTRUCTION COMPANY, INC.
3110 WOODCREEK DRIVE
DOWNERS GROVE, IL 60515
CONTACT: BILL KROL
PHONE: (331) 251-2726
FOR
TOPGOLFCHARLOTTE
ISSUED FOR CONSTRUCTION
SIGNATURE DATE SIGNATURE DATE
PROJECT #
REVISION DATE:
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT (3) SIGNATURES
SIGNATURE DATE
1927 SOUTH TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: (980) 272-3400
Fax: (980) 272-3401
NC, PLLC NCBELS P-1132
PREPARED BY
LOCATION MAPCOPYRIGHT 2008
DELORME STREET ATLAS 2009 PLUS USA
SCALE: 1"=2000'
REFERENCES¨ALTA/ACSM SURVEY:
R.B. PHARR & ASSOCIATES, P.A.
"ALTA/ACSM LAND TITLE SURVEY PREPARED FOR
TOPGOLF USA CHARLOTTE, LLC
WEST ARROWOOD ROAD
CITY OF CHARLOTTE, STEELE CREEK TOWNSHIP,
MECKLENBURG COUNTY, NORTH CAROLINA"
PROJECT NO.: 83657
DATED: 04/19/16
¨GEOTECHNICAL REPORT:ECS CAROLINAS, LLP
"REPORT OF SUBSURFACE EXPLORATION, TOPGOLF -
CHARLOTTE, CHARLOTTE, NORTH CAROLINA"
PROJECT NO.: 08-11102
DATED: 11/04/15
¨ARCHITECTURAL PLANS:ARIA GROUP ARCHITECTS INC.
TOPGOLF ARROWOOD AND INTERSTATE 485
CHARLOTTE, NORTH CAROLINA 28273
ISSUED FOR PERMIT/GMAX 12/01/15
DEVELOPERTOPGOLF USA
8750 N. CENTRAL EXPRESSWAY,
SUITE 1200
DALLAS, TX 75231
CONTACT: TED HEILBRON
PHONE: (214) 535-0550
¨PIEDMONT NATURAL GAS 3901 CRAIG AVE
CHARLOTTE, NC 28211
(800)752 - 7504
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT
TELEPHONE
ELECTRIC
SANITARY
SEWER
WATER
UTILITY/ GOVERNING AGENCIES
CONTACTS
CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY-
-COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TO
ENSURE INSTALLATION OF GAS LINES ARE COMPLETED PRIOR TO
ASPHALT OR CURB PLACEMENT (IF APPLICABLE).
-INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS AND
PER THE GAS COMPANY REQUIREMENTS.
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE
COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
-COORDINATE RELOCATION OF PHONE BOXES WITH TELEPHONE
COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT.
-PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITH
PULL ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROM
THE RISER POLE UP TO THE BUILDING.
-PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY
REQUIREMENTS.
-COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC
COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES
ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
-COORDINATE RELOCATION OF UTILITY POLES WITH ELECTRIC
COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT.
-PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITH
PULL ROPES, INCLUDING TRENCHING AND BACKFILLING, FOR THE
UNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISER
POLE UP TO THE TRANSFORMER. SCHEDULE 80 PVC CONDUITS
SHALL BE USED ON THE RISER POLE AND RIGID METAL, LONG
RADIUS ELBOWS SHALL BE USED WHERE THE UNDERGROUND
PORTION MEETS THE RISER POLE AND TRANSFORMER.
- REMOVE EXISTING TRANSFORMER PAD AS PER THE ELECTRIC
COMPANY'S SPECIFICATIONS.
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC
COMPANY'S SPECIFICATIONS.
-PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS.
-RELOCATE UTILITY POLES AND OVERHEAD LINES AS REQUIRED.
-PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED
APPURTENANCES PER THE PLANS AND SPECIFICATIONS.
-ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL MEET
SPECIFICATIONS.
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER
OF RECORD AND THE UTILITIES DIVISION. SEE UTILITY PLAN FOR
REQUIREMENTS.
-PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED
APPURTENANCES PER THE PLANS AND SPECIFICATIONS.
-ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL
BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR.
-ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATED LINES
MAY BE INSTALLED BY THE PLUMBING CONTRACTOR.
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER
OF RECORD AND THE UTILITIES DIVISION. SEE UTILITY PLAN FOR
REQUIREMENTS.
-CONTRACTOR SHALL PROVIDE AND INSTALL WATER METER WITH
UTILITY DIVISION.
-SERVICE FROM THE POINT OF CONNECTION AT THE EXISTING LINE
UP TO AND INCLUDING SETTING OF METER WILL BE BY THE GAS
COMPANY.
-ANY RELOCATION OF EXISTING LINES WILL BE DONE BY THE GAS
COMPANY.
-TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL
TELEPHONE CABLES FROM THE POINT OF CONNECTION UP TO
THE BUILDING -PRESENT RESPONSIBLE PARTIES.
-ANY RELOCATION OF EXISTING LINES WILL BE DONE BY
TELEPHONE COMPANY.
-ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL MATERIALS
NEEDED TO ESTABLISH PRIMARY OVERHEAD SERVICE FROM
POINT OF CONNECTION AT THE EXISTING LINE UP TO THE
TRANSFORMER.
-ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLE
FOR ALL UNDERGROUND LINES UP TO THE TRANSFORMER.
-RELOCATE UTILITY POLES AND OVERHEAD LINES AS REQUIRED.
-ELECTRIC COMPANY WILL PROVIDE TRANSFORMER.
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES,
TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED.CONTRACTOR SHALL VERIFY
RESPONSIBILITIES PRIOR TO BID. CONTRACTOR SHALL CONTACT PROVIDER WITH SUFFICIENT LEAD TIME TO NOT IMPACT PROJECT SCHEDULE.
¨DUKE POWER ENERGY610 TODDVILLE RD,
CHARLOTTE, NC 28214
(704)401-8608
¨CHARLOTTE WATER600 E 4TH ST
CHARLOTTE, NC 28202
(704)336-7600
GAS
¨BELL SOUTHTELECOMMUNICATIONS
333 W 24TH ST
CHARLOTTE, NC 28206
(704)525-3882
¨CHARLOTTE WATER600 E 4TH ST
CHARLOTTE, NC 28202
(704)336-7600
311 UTILITIES
¨CHAR-MECK UTILITYDEPARTMENT
DIAL 311 OR (704)336-7600
STORM
SEWER
-PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED
APPURTENANCES PER THE PLANS AND SPECIFICATIONS.
-REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE
STORM SEWER MATERIALS.
-PIPE JOINTS TO BE SILT TIGHT.
-CLEAN EXISTING PIPES IMMEDIATELY DOWNSTREAM OF
CONNECTION.
¨CHAR-MECK STORMWATER SERVICES
600 EAST FOURTH STREET
12TH AND 14TH FLOORS
CHARLOTTE, NC 28202
(704) 336-5385
CONTACT: ROBERT ZINK
SITE PLANDOCUMENTS
NOTE:1. SAVOY CORPORATE DRIVE IS TO BE CITY MAINTAINED.
SHEET INDEXSHEET TITLE SHEET NUMBER
COVER SHEET C-1
GENERAL NOTES C-2
GENERAL NOTES AND LEGENDS C-3
ALTA SURVEY (BY OTHERS)
-
REZONING PLANS (BY OTHERS)
RZ-1 - RZ-5
EX. CONDITIONS & DEMOLITION PLAN C-4
OVERALL SITE PLAN C-5
SITE PLAN C-6 - C-8
OVERALL GRADING PLAN C-9
GRADING PLAN C-10 - C-11
PRE DRAINAGE AREAS C-12
POST DRAINAGE AREAS C-13
STORM DRAINAGE SCHEDULES C-14
UTILITY PLAN C-15
E & SC PHASE I PLAN C-16
E & SC PHASE II PLAN C-17
E & SC PHASE III PLAN C-18
ROADWAY PLAN AND PROFILE RD-1 - RD-2
W ARROWOOD ROAD TURN LANES RD-3
W ARROWOOD ROAD TRUCK TURN RD-3A
W ARROWOOD ROAD SSD PROFILE RD-4 - RD-4A
W ARROWOOD ROAD GRADING PLAN RD-5 - RD-6
W ARROWOOD ROAD SECTIONS RD-7 - RD-15
SAVOY CORPORATE DR SECTIONS RD-16 - RD-35
ROADWAY DETAILS RD-36 - RD-37
PLANTING PLAN: OVERALL SITE L1.0
PLANTING PLAN: BUILDING PERIMETER L1.1
PLANTING PLAN: PCSO BUFFERS L1.2
PLANTING DETAILS L2.0
LIGHTING PLAN LI-1
SITE DETAILS D-1 - D-4
STORM DETAILS D-5 - D-7
UTILITY DETAILS D-8 - D-11
EROSION CONTROL DETAILS D-12 - D-13
RZINKsubdivision
RZINKApproved
RZINKApproved
RZINKApproved
RZINKApproved
JFWEAVERApproved for Construction
JFWEAVERText BoxBY: Joshua Weaver 8-10-2016 1of 3
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NORTH
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R
E
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I
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T
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P
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A
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EN
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R
MI
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A
E L A . THE
BE
RG
ESEAL043610
CONSTRUCTION
APPROVED FOR
C
A
L
L
B
E
F
OR
E
Y
O
U
D
I
G
D
I
G
W
I
T
H C
.
A
.
R
.
E
.
CALL BEFORE YOU DIG
1-800-632-4949
NORTH CAROLINA
ITS THE LAW
DISC
LAIM
ERTh
is dr
awing
and/o
r file
has b
een p
repa
red b
y Boh
ler E
ngine
ering
at th
e req
uest
of the
Pro
ject O
wner
or hi
s Rep
rese
ntativ
e and
is be
ing pr
ovide
d sole
ly as
a co
nven
ience
to th
e rec
ipien
t. Boh
ler E
ngine
ering
mak
es no
repr
esen
tation
rega
rding
the s
uitab
ility f
or th
e inte
nded
use b
y the
recip
ient. F
urthe
r, Bo
hler E
ngine
ering
mak
es no
repr
esen
tation
rega
rding
fitne
ss of
the e
lectro
nic fil
e for
any p
artic
ular p
urpo
se, o
r suit
abilit
y for
use w
ith an
y soft
ware
or ha
rdwa
re. It
is th
e rec
ipien
t's ob
ligati
on to
unde
rstan
d the
desig
n inte
nt an
d to u
se th
is dig
ital d
ata ap
prop
riatel
y.Du
e to t
he al
terab
le na
ture o
f elec
tronic
docu
ments
, Boh
ler E
ngine
ering
does
not m
ake a
ny ex
pres
sed o
r impli
ed w
arra
nty fo
r the
accu
racy
or co
mplet
enes
s of th
is inf
orma
tion.
The i
nform
ation
, des
ign an
d con
tent o
f this
file ar
e pro
priet
ary a
nd sh
all no
t be c
opied
or us
ed fo
r any
purp
ose w
ithou
t prio
r writt
en au
thoriz
ation
from
Boh
ler E
ngine
ering
.On
ly cu
rrent,
sign
ed an
d sea
led pl
ans s
hall b
e utili
zed f
or co
nstru
ction
purp
oses
.Vi
ewing
the c
onten
ts of
this f
ile sh
all se
rve as
your
ackn
owled
gmen
t of a
ccep
tance
of th
e abo
ve te
rms a
nd co
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ns. B
y ope
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hrou
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of th
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rmati
on co
ntaine
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ein, th
e rec
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t agr
ees t
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emnif
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hold
Bohle
r Eng
ineer
ing ha
rmles
s fro
m an
y los
s, da
mage
, liab
ility o
r cos
t, inc
luding
reas
onab
le att
orne
y's fe
es th
at Bo
hler E
ngine
ering
defen
ding s
uch c
laims
, aris
ing fr
om an
y use
or re
use o
f this
electr
onic
docu
ment
or in
forma
tion.
2008
Boh
ler E
ngine
ering
.
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
NCC152080
KEL
MAT
12/04/15
SITE PLANDOCUMENTS
MOODY LAKE OFFICE PARK
WEST ARROWOOD ROAD
CITY OF CHARLOTTE, NC
MECKLENBURG COUNTY
1927 SOUTH TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: (980) 272-3400
Fax: (980) 272-3401
NC, PLLC NCBELS P-1132
SU
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07/07/16
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
2 01/29/16 FOR CITY COMMENTS
KEL
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
2 02/12/16 PERMIT REVISION 1
KEL
2 02/12/16 PERMIT REVISION 1
KEL
3 03/25/16 PERMIT REVISION 2
KEL
4 04/11/16 FOR NCDOT
SUBMISSION ATZ
5 04/25/16 INTERNAL QC/EARLY
GRADING PERMIT BAB
6 05/18/16 EARLY DRIVEWAY/
GRADING PERMIT BAB
7 06/13/16 COMMENT
RESUBMISSION #3 ATZ
8 06/23/16 CHARLOTTE WATER
RESUBMISSION ATZ
9 07/07/16 NCDOT
RESUBMISSION BAB
1"= 60'
0 60153060
1" = 60'
SS0
C-4
EX. CONDITIONS
& DEMOLITIONPLAN
NOTE:FOR TRAFFIC CONTROL ON ARROWOOD ROAD,
FOLLOW NCDOT DETAIL 1101.02.
MATCHLINE - THIS SHEET
MATCHLINE - THIS SHEET
JFWEAVERApproved for Construction
JFWEAVERText BoxBY: Joshua Weaver 8-10-2016 2 of 3
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GOLF ENTERTAINMENT FACILITY
3 STORIES
±65,000 SF
16
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ASPHALT PAVED PUBLIC ROADWAY (45 MPH)
VPD 15100 WESTBOUND
EX GRAVEL (TBR)
1"= 60'
0 60153060
BULK REQUIREMENTS: REQUIRED EXISTING PROPOSED
MIN. LOT AREA N/A ±67 AC 13.94 AC
MIN. BUILDING SETBACK
SETBACK (NORTH)
SEE REZONING
PLAN
N/A 264'
SETBACK (WEST)
SEE REZONING
PLAN
N/A 138'
SETBACK (EAST)
SEE REZONING
PLAN
N/A 51.5'
MIN. PARKING SETBACK
SETBACK (NORTH)
SEE REZONING
PLAN
N/A 20'
SETBACK (WEST)
SEE REZONING
PLAN
N/A 20'
SETBACK (EAST)
SEE REZONING
PLAN
N/A 10'
D. PARKING REQUIREMENTS
DRIVING RANGE (1.2 SPACES PER TEE)
61 0 411
ACCESSIBLE PARKING SPACES
3 (1 VAN)
0
9 (2 VAN)
LONG-TERM BICYCLE PARKING 2 0 2
SHORT-TERM BICYCLE PARKING (5%)
3 0 21
ON STREET PARKING N/A 0
44 (42 STD.,2
ADA)
MAX. GROSS FLOOR AREA75,000 SF
0±65,000 SF
MAX. BUILDING HEIGHT 80' N/A ±55'
N/A - NOT APPLICABLE N/S= NOT SPECIFIED (V) = VARIANCE (W) = WAIVER (E) =
EXISTING NON-CONFORMANCE (*) = XXX
LAND USE AND ZONING INFORMATION AND NOTES:1. DEVELOPER: ARCO/MURRAY NATIONAL CONSTRUCTION COMPANY, INC.
3110 WOODCREEK DRIVE
DOWNERS GROVE, IL 60515
CONTACT: BILL KROL
(331) 251-2726
2. OWNER: MOODY LAKE OFFICE PARK DEVELOPMENT LIMITED PARTNERSHIP
5950 FAIRVIEW ROAD, SUITE 200
CHARLOTTE, NC 28210
3. PARCEL: PID: 20145105
MOODY LAKE OFFICE PARK
WEST ARROWOOD ROAD
CITY OF CHARLOTTE
MECKLENBURG COUNTY, NORTH CAROLINA
ZONED: MUDD-O (REZONING DATE: 10/19/15, 2015-066)
USE: EATING, DRINKING, AND ENTERTAINMENT ESTABLISHMENT WITH OUTDOOR ENTERTAINMENT
(PERMITTED BY 2015-066 REZONING)
4. BULK REQUIREMENTS:
5. SITE NOT LOCATED IN WATERSHED OVERLAY DISTRICT.
6. SITE LOCATED WITHIN AIRPORT NOISE OVERLAY DISTRICT.
7. ADJACENT MOODY LAKE IS AN EXISTING REGIONAL STORMWATER MANAGEMENT FACILITY AND IS NOT
SUBJECT TO SWIM BUFFER REQUIREMENTS.
8. NEW IMPERVIOUS AREA: ±12.57 AC
NORTH
CAROLINA
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APPROVED FOR
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CALL BEFORE YOU DIG
1-800-632-4949
NORTH CAROLINA
ITS THE LAW
DISC
LAIM
ERTh
is dr
awing
and/o
r file
has b
een p
repa
red b
y Boh
ler E
ngine
ering
at th
e req
uest
of the
Pro
ject O
wner
or hi
s Rep
rese
ntativ
e and
is be
ing pr
ovide
d sole
ly as
a co
nven
ience
to th
e rec
ipien
t. Boh
ler E
ngine
ering
mak
es no
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esen
tation
rega
rding
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uitab
ility f
or th
e inte
nded
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y the
recip
ient. F
urthe
r, Bo
hler E
ngine
ering
mak
es no
repr
esen
tation
rega
rding
fitne
ss of
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lectro
nic fil
e for
any p
artic
ular p
urpo
se, o
r suit
abilit
y for
use w
ith an
y soft
ware
or ha
rdwa
re. It
is th
e rec
ipien
t's ob
ligati
on to
unde
rstan
d the
desig
n inte
nt an
d to u
se th
is dig
ital d
ata ap
prop
riatel
y.Du
e to t
he al
terab
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ture o
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tronic
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ler E
ngine
ering
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ake a
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sed o
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ed w
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nty fo
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mplet
enes
s of th
is inf
orma
tion.
The i
nform
ation
, des
ign an
d con
tent o
f this
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e pro
priet
ary a
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or us
ed fo
r any
purp
ose w
ithou
t prio
r writt
en au
thoriz
ation
from
Boh
ler E
ngine
ering
.On
ly cu
rrent,
sign
ed an
d sea
led pl
ans s
hall b
e utili
zed f
or co
nstru
ction
purp
oses
.Vi
ewing
the c
onten
ts of
this f
ile sh
all se
rve as
your
ackn
owled
gmen
t of a
ccep
tance
of th
e abo
ve te
rms a
nd co
nditio
ns. B
y ope
ning t
his fil
e or t
hrou
gh th
e use
of th
e info
rmati
on co
ntaine
d her
ein, th
e rec
ipien
t agr
ees t
o ind
emnif
y and
hold
Bohle
r Eng
ineer
ing ha
rmles
s fro
m an
y los
s, da
mage
, liab
ility o
r cos
t, inc
luding
reas
onab
le att
orne
y's fe
es th
at Bo
hler E
ngine
ering
defen
ding s
uch c
laims
, aris
ing fr
om an
y use
or re
use o
f this
electr
onic
docu
ment
or in
forma
tion.
2008
Boh
ler E
ngine
ering
.
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
NCC152080
KEL
MAT
12/04/15
SITE PLANDOCUMENTS
MOODY LAKE OFFICE PARK
WEST ARROWOOD ROAD
CITY OF CHARLOTTE, NC
MECKLENBURG COUNTY
1927 SOUTH TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: (980) 272-3400
Fax: (980) 272-3401
NC, PLLC NCBELS P-1132
SU
ST
AIN
AB
LE
DE
SIG
NL
AN
DS
CA
PE
AR
CH
ITE
CT
UR
ES
ITE
CIV
IL A
ND
CO
NS
UL
TIN
G E
NG
INE
ER
ING
LA
ND
SU
RV
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ING
PR
OG
RA
M M
AN
AG
EM
EN
TP
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MIT
TIN
G S
ER
VIC
ES
TR
AN
SP
OR
TA
TIO
N S
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VIC
ES
BO
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ON
, M
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TM
07/07/16
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
2 01/29/16 FOR CITY COMMENTS
KEL
1 01/13/16 FOR BLDG. PERMIT
SUBMISSION KEL
2 02/12/16 PERMIT REVISION 1
KEL
2 02/12/16 PERMIT REVISION 1
KEL
3 03/25/16 PERMIT REVISION 2
KEL
4 04/11/16 FOR NCDOT
SUBMISSION ATZ
5 04/25/16 INTERNAL QC/EARLY
GRADING PERMIT BAB
6 05/18/16 EARLY DRIVEWAY/
GRADING PERMIT BAB
7 06/13/16 COMMENT
RESUBMISSION #3 ATZ
8 06/23/16 CHARLOTTE WATER
RESUBMISSION ATZ
9 07/07/16 NCDOT
RESUBMISSION BAB
1" = 60'
SS0
C-5
OVERALL
SITEPLAN
CURB AND GUTTER
SPILL CURB TRANSITION CURB
DEPRESSED CURB AND GUTTER
CONCRETE CURB &
GUTTER
MAT
CHLI
NE
- SH
EET
C-6
MAT
CHLI
NE
- SH
EET
C-8
MATCHLINE - SHEET C-6MATCHLINE - SHEET C-7
2
CONCRETE SIDEWALK
OUTFIELD TURF (6" BASE, 2" FINES, 0.5"
TURF)
HATCH LEGEND
Sheets and ViewsC-1 COVERC-2 GENERAL NOTESC-3 NOTES AND LEGENDSSURVEY1SURVEY2RZ-1RZ-2RZ-3RZ-4RZ-5C-4 EX. CONDITIONS & DEMOC-5 OVERALL SITE PLANC-6 SITE PLAN (NORTH)C-7 SITE (SOUTH)C-8 SITE (EAST)C-9 OVERALL GRADING PLANC-10 GRADING (NORTH)C-11 GRADING (SOUTH)C-12 PRE AND POST DAsC-13 POST DRAINAGE AREASC-14 STORM DRAINAGE SCHEDULESC-15 OVERALL UTILITY PLANC-16 E&SC PHASE 1 PLANC-17 E&SC PHASE 2 PLANC-18 E&SC PHASE 3 PLANRD-1 Road Plan & Profile 0+00 - 8+50RD-2 Road Plan & Profile 8+50 - EndRD-3 ARROWOOD ROAD TURNLANESRD-3A TRUCK TURNRD-4 ARROWOOD ROAD SSD PROFILERD-4A ARROWOOD ROAD SSD PROFILE (LEFT TURN)RD-5 ARROWOOD RD GRADING EASTRD-6 ARROWOOD RD GRADING WESTRD-7 ARROWOOD ROAD SECTIONS (1 OF 6)RD-8 ARROWOOD ROAD SECTIONS (2 OF 6)RD-9 ARROWOOD ROAD SECTIONS (3 OF 6)RD-10 ARROWOOD ROAD SECTIONS (4 OF 6)RD-11 ARROWOOD ROAD SECTIONS (5 OF 6)RD-12 ARROWOOD ROAD SECTIONS (6 OF6)RD-13 ARROWOOD ROAD SECTIONS (7 OF 9)RD-14 ARROWOOD ROAD SECTIONS (8 OF 9)RD-15 ARROWOOD ROAD SECTIONS (9 OF 9)RD-16 SAVOY CORPORATE DRIVE (1 OF 20)RD-17 SAVOY CORPORATE DRIVE (2 OF 20)RD-18 SAVOY CORPORATE DRIVE (3 OF 20)RD-19 SAVOY CORPORATE DRIVE (4 OF 20)RD-20 SAVOY CORPORATE DRIVE (5 OF 20)RD-21 SAVOY CORPORATE DRIVE (6 OF 20)RD-22 SAVOY CORPORATE DRIVE (7 OF 20)RD-23 SAVOY CORPORATE DRIVE (8 OF 20)RD-24 SAVOY CORPORATE DRIVE (9 OF 20)RD-25 SAVOY CORPORATE DRIVE (10 OF 20)RD-26 SAVOY CORPORATE DRIVE (11 OF 20)RD-27 SAVOY CORPORATE DRIVE (12 OF 20)RD-28 SAVOY CORPORATE DRIVE (13 OF 20)RD-29 SAVOY CORPORATE DRIVE (14 OF 20)RD-30 SAVOY CORPORATE DRIVE (15 OF 20)RD-31 SAVOY CORPORATE DRIVE (16 OF 20)RD-32 SAVOY CORPORATE DRIVE (17 OF 20)RD-33 SAVOY CORPORATE DRIVE (18 OF 20)RD-34 SAVOY CORPORATE DRIVE (19 OF 20)RD-35 SAVOY CORPORATE DRIVE (20 OF 20)RD-36 ROAD DETAILSRD-37 NCDOT DETAILSL1.0 OVERALL LANDSCAPEL1.1 PLANTING PLANL1.2 PCSO BUFFERSL2.0 PLANTING DETAILSLI-1 LIGHTING PLAND-1 SITE DETAILSD-2 SITE DETAILSD-3 SITE DETAILSD-4 SITE DETAILSD-5 STORM DETAILSD-6 STORM DETAILSD-7 STORM DETAILSD-8 UTILITY DETAILSD-9 UTILITY DETAILSD-10 UTILITY DETAILSD-11 UTILITY DETAILSD-12 EROSION CONTROL DETAILSD-13 EROSION CONTROL DETAILS