Post on 06-Aug-2020
Civil Engineer: Surveyor:
RODDEN SQUARE APARTMENTSCITY OF CHARLOTTE
MECKLENBURG COUNTY, NORTH CAROLINA
The Curry Engineering Group, PLLC
NC License # P-0799
205 S. Fuquay Ave
Fuquay-Varina, NC 27526
919.552.0849 (o)
Contact: Zak Shipman, PE
zak@curryeng.com
SITE CONSTRUCTION DRAWINGSREGULATORY REVIEW SET ISSUED 12-17-2015
REVISED 03-31-2016REVISED 05-19-16REVISED 06-20-16
ALLEN GEOMATICS
PO Box 89
Advance, NC 27006
336.782.3796
Contact: Mr. Jeff Allen, PLS
jeff@allengeomatics.com
Developer:
Connelly Builders, Inc.
125 Old Chapin Road
Lexington, SC 29072
803.798.0572
Contact: Mr. Kevin Connelly
tkc@connellybuilders.com
SCALE: NTS
LOCATION MAP
Cu
rry
CURRY E
NGI N
E E R S
N O R TH
CA
RO
L
INA
EST.
10
NC L
IC. N
O. P
-079
9
Z:\P
ROJE
CTS
FOLD
ER-Z
EBUL
ON\20
15\20
15-0
27-R
ODDE
N SQ
UARE
APA
RTME
NTS\
PLAN
S\CO
NSTR
UCTI
ON D
RAW
INGS
\SHE
ET D
RAW
INGS
\C-0
0-CO
VER.
DWG
PLOT
TED:
8/9/2
016 3
:05 P
M
RO
DD
EN
S
QU
AR
E A
PA
RT
ME
NT
S-C
HA
RL
OT
TE
, N
C
CIVIL SERIES DRAWING ABBREVIATIONS:
@/-AT
AC-ACRE
AFG- ABOVE FINISHED GRADE
APPR-APPROXIMATE
ASSY-ASSEMBLY
B/C-BOTTOM OF CURB
BOC-BACK OF CURB
B/L-BASE LINE
BM-BOOK OF MAPS
BMP-BEST MANAGEMENT PRACTICE
BW-BOTTOM OF WALL
CB-CATCH BASIN
C&G-CURB AND GUTTER
C/L-CENTERLINE
CL-CLASS
CMP-CORRUGATED METAL PIPE
CO-CLEANOUT
COMM-COMMUNICATIONS
CONC-CONCRETE
CONN-CONNECTION
CY-CUBIC YARD
DB-DEED BOOK
DCV-DOUBLE CHECK VALVE
DDCV-DOUBLE DECTECTOR CHECK VALVE
DI-DROP INLET
DIP-DUCTILE IRON PIPE
DR-DRIVEWAY
MECH-MECHANICAL
MH-MANHOLE
MIN-MINIMUM
MJ-MECHANICAL JOINT
NIC-NOT IN CONTRACT
OHE-OVERHEAD ELECTRIC
OHP-OVERHEAD POWER
OHT-OVERHEAD TELEPHONE
PB-PLAT BOOK
PC-POINT OF CURVATURE
PED-PEDESTRIAN
PG-PAGE
PH-PHASE
PI-POINT OF INTERSECTION
PIV-POST INDICATOR VALVE
PKG-PARKING
P/L-PROPERTY LINE
PS-PUMP STATION
PT-POINT OF TANGENCY
PP-POWER POLE
PVC-POLYVINYL CHLORIDE
PVMT-PAVEMENT
PWR-POWER
R-RADIUS
RD-ROOF DRAIN
RJ-RESTRAINTED JOINT
RPZ-REDUCED PRESSURE ZONE
DS-DOWNSPOUT
EA-EACH
EIP-EXISTING IRON PIPE
ELEC-ELECTRICAL
E/P-EDGE OF PAVEMENT
EX-EXISTING
F/C-FACE OF CURB
FDC-FIRE DEPARTMENT CONNECTION
FFE-FINISHED FLOOR ELEVATION
FG-FINISHED GRADE
FH-FIRE HYDRANT
F/L-FLOW LINE
FM-FORCE MAIN
FT-FOOT
G-GAS
GND-GROUND
GV-GATE VALVE
HDPE-HIGH DENSITY POLYETHYLENE
HORIZ-HORIZONTAL
IN-INCHES
INV-INVERT
IP-IRON PIPE
IPS-IRON PIPE SET
L-LENGTH
LF-LINEAR FOOT
LP-LIGHT POLE
LS-LIFT STATION
R/W-RIGHT OF WAY
REQD-REQUIRED
RCP-REINFORCED CONCRETE PIPE
SAN-SANITARY SEWER
SDWK-SIDEWALK
SF-SQUARE FOOT
SPT-SPOT GRADE
SS-SANITARY SEWER
STA-STATION
STD-STANDARD
STM-STORM
STMH-STORM SEWER MANHOLE
SWM-STORMWATER MANAGEMENT
T-TELEPHONE
T/C-TOP OF CURB
TCM-TELEPHONE MANHOLE
TS&V-TAPPING SLEEVE AND VALVE
UGE-UNDERGROUND ELECTRIC
UNK-UNKNOWN
UP-UTILITY POLE
VAR-VARIABLE
VERT-VERTICAL
W/-WITH
WM-WATER METER
W/O-WITHOUT
W/L-WATERLINE
WSEL-WATER SERVICE ELEVATION
WV-WATER VALVE
SURVEY DATUM INFORMATION:
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NAVD88
SANITARY SEWER
EXISTING SANITARY SEWER
SANITARY SEWER MAIN
SEWER MANHOLE
CLEANOUT
EXISTING CLEANOUT
EX. SEWER MANHOLE
WATER
EXISTING WATER LINE
WATERLINE
PROPOSED WATER VALVE
POST INDICATOR VALVE (PIV)
EX. WATER METER
EX. VALVE
WATER METER
EX. FIRE HYDRANT
FIRE HYDRANT
REDUCER FITTING
PLUG FITTING
WATERLINE TEE
WATERLINE CROSS
FIRE DEPARTMENT CONNECTION (FDC)
WATERLINE BLOWOFF
EX. WELL CASING
NATURAL GAS
EX. GAS LINE
GAS LINE
EX. GAS VALVE
EX. GAS METER
MISCELLANEOUS UTILITIES
EX. LIGHT POLE
EX. LIGHT (WALL PACK)
PROPOSED LIGHT POLE
EX. UTILITY POLE
UTILITY POLE
EX. GUY WIRE
EX. ELECTRICAL METER
EX. OVERHEAD ELECTRIC LINE
PROPOSED OVERHEAD ELECTRIC LINE
EX. UNDERGROUND ELECTRIC LINE
PROPOSED UNDERGROUND ELECTRIC LINE
EX. TELEPHONE PEDESTAL
TELEPHONE PEDESTAL
EX. TELEPHONE MANHOLE
EX. OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE LINE
EX. OVERHEAD FIBER LINE
OVERHEAD FIBER LINE
EX. CABLE PEDESTAL
EX. OVERHEAD COMMUNICATIONS LINE
OVERHEAD COMMUNICATIONS LINE
EX. UNDERGROUND COMMUNICATIONS LINE
UNDERGROUND COMMUNICATIONS LINE
SITE DEVELOPMENT
EX. STORM SEWER PIPE
PROPOSED STORM SEWER
EX. STORM STRUCTURE
CATCH BASIN
DROP INLET
EX. STORM SEWER MANHOLE
STORM SEWER MANHOLE
EX. ROOF DRAIN LEADER
ROOF DRAIN LEADER
EX. ROOF DRAIN DOWNSPOUT
ROOF DRAIN DOWNSPOUT
EX. CURB AND GUTTER
CURB AND GUTTER
PROPERTY LINE
EXISTING PROPERTY LINE
EX. SHRUB
BENCHMARK AND/OR SURVEY
CONTROL MARKER
SOIL BORING LOCATION
LIMITS OF DISTURBANCE
EX. TREE
EX. FENCE
PROPOSED FENCE
EX. TOPOGRAPHIC CONTOUR
G
PROPOSED TOPOGRAPHIC CONTOUR
PROPOSED SPOT ELEVATION
EX. SIGN
SIGN
BOLLARD
PROPERTY MARKER/IRON PIPE
EX. SURVEY MONUMENT
W
W
SS
SAN
G
RD
RD
FG XXX
B-8
S
D
*
*
S
M
M
OHP
OHP
UGP
UGP
T
T
T
OHT
OHT
OFO
OFO
C
OHC
OHC
UGC
UGC
LEGEND
EX. OVERHEAD UTILITY LINE-MULTIPLE
UTILITIES
OHU
Architect:
Planworx Architecture, PA
5711 Six Forks Road, Suite 100
Raleigh, NC 27609
919.846.8100
Contact: Mr. Robert Clifford
rclifford@planworx.com
C-00
CO
VE
R S
HE
ET
SITE
CIVIL DRAWING INDEX:
COVER SHEET C-00
EXISTING CONDITIONS SURVEY C-01
OVERALL SITE LAYOUT PLAN C-03
DEMOLITION PLAN C-02
PARTIAL SITE LAYOUT PLAN I C-04
PARTIAL SITE LAYOUT PLAN II C-05
OVERALL SITE UTILITY PLAN C-06
PARTIAL SITE UTILITY PLAN I C-07
PARTIAL SITE UTILITY PLAN II C-08
PARTIAL GRADING, DRAINAGE, & STORMWATER PLAN I C-10
PARTIAL GRADING, DRAINAGE, & STORMWATER PLAN II C-11
ROOF DRAINAGE PLAN C-12
SITE HYDROLOGY ANALYSIS PLAN
C-13
TYPICAL ROADWAY CROSS SECTIONS C-17
MALLARD CREEK ROAD CROSS SECTIONS C-18
OVERALL GRADING, DRAINAGE, & STORMWATER PLAN C-09
OVERALL LANDSCAPE PLAN L-01
PARTIAL LANDSCAPING PLAN I L-02
PARTIAL LANDSCAPING PLAN II L-03
OFFSITE ROAD WIDENING PLAN-MALLARD CREEK RD.
C-15
RODDEN MILL COURT PLAN & PROFILE C-23
DOLBY CREEK PLACE PLAN & PROFILE C-24
OVERALL EROSION & SEDIMENT CONTROL PLAN-PH. 1 C-26
NOTES AND DETAILS
D-01
NOTES AND DETAILS
D-02
NOTES AND DETAILS
D-03
NOTES AND DETAILS
D-04
NOTES AND DETAILS
D-05
NOTES AND DETAILS
D-06
NOTES AND DETAILS
D-07
NOTES AND DETAILS
D-08
NOTES AND DETAILS
D-09
NOTES AND DETAILS
D-10
NOTES AND DETAILS
D-11
STORMWATER BMP DETAILS
C-14
MALLARD CREEK ROAD CROSS SECTIONS C-19
SITE DISTANCE PLAN & PROFILE-MALLARD CREEK ROAD C-20
MALLARD CREEK ROAD WORK ZONE TRAFFIC CONTROL C-21
MALLARD CREEK ROAD WORK ZONE TRAFFIC CONTROL C-22
PARTIAL EROSION & SEDIMENT CONTROL PLAN-PH. 1 C-27
PARTIAL EROSION & SEDIMENT CONTROL PLAN-PH. I C-28
OVERALL EROSION & SEDIMENT CONTROL PLAN-PH. II C-29
PARTIAL EROSION & SEDIMENT CONTROL PLAN-PH. II C-30
PARTIAL EROSION & SEDIMENT CONTROL PLAN-PH. II C-31
TREE SAVE AREA SURVEY C-32
TREE SAVE AERIAL PHOTOGRAPH C-33
LANDSCAPING NOTES AND DETAILS L-04
EROSION CONTROL NOTES C-25
TEMPORARY DRIVEWAY PLAN
C-16
X X X X
X
X
DEPARTMENT OF TRANSPORTATION
DB 27547 PG 685
DB 27547 PG 693
N/F MARGARET ELIZABETH HUNTER
PID 04705306
DB 2253 PG 498
MB 332 PG 89
"R.A. MCNEELY, EST"
ZONING: R-17MF
M
A
L
L
A
R
D
C
R
E
E
K
R
O
A
D
S
R
2
4
6
7
(
V
A
R
I
A
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
/
W
)
R
O
C
K
W
E
L
L
C
H
U
R
C
H
R
O
A
D
M
A
L
L
A
R
D
C
R
E
E
K
F
R
E
E
W
A
Y
(
V
A
R
IA
B
L
E
W
ID
T
H
P
U
B
L
IC
R
/W
)
N/F JEFFREY & TONI NEAL
EDWARD & GAYLE FERREE
PID 04705321
DB 11249 PG 256
ZONING: R-17MF
X
X
X
X
X
X
X
X
SHEDSHED
A
V
A
L
O
N
O
A
K
S
D
R
I
V
E
GR
ID
B
EA
RIN
G &
D
IS
TA
NC
E
N 19°20'36"E
3384.46'
NCGS "DERITA 2 RM 4"
N: 567,387.58'
E :1,463,596.20'
COMBINED FACTOR: 0.99983875
T
I
E
L
I
N
E
2
S
3
6
°
0
8
'2
7
"
W
4
0
3
.
5
0
'
TIE LINE 1
N 76°52'41"W 252.00'
GV
S
N/F YONALDA RUCKER
PID 0474202
DB 24911 PG 158
MB 27 PG 121
ZONED: R-5
N/F JOHN C. & OLGA WISDOM
DALE E. WISDOM
PID 0474203
DB 29960 PG 479
MB 27 PG 121
ZONED: R-5
N/F CHURCH PARKWOOD
INSTITUTIONAL CME
PID 0474204
DB 12541 PG 889
MB 27 PG 121
ZONED: R-5
N/F MICHAEL WELLS
PID 0474206
DB 22654 PG 707
MB 27 PG 364
ZONED: R-5
N/F AMERICAN
HOMES FOR RENT
PROPERTIES NINE, LLC
PID 0474207
DB 29868 PG 898
MB 27 PG 364
ZONED: R-5
N/F SPRINGMAN
CONSULTING, LLC
PID 0474208
DB 23353 PG 846
MB 27 PG 364
ZONED: R-5
N/F NATHANIEL &
FAHEEMAH JONES
PID 0474209
DB 09966 PG 360
MB 27 PG 364
ZONED: R-5
N/F CARL F. LOVE
& MYRNA MILLS
PID 0474210
DB 09669 PG 896
MB 27 PG 364
ZONED: R-5
N/F ERIC F. & GLYNDA
KENNEDY
PID 0474211
DB 20723 PG 040
MB 27 PG 364
ZONED: R-5
N/F MOHAMMAD R.
& FARID HANACHI
PID 0474212
DB 09277 PG 962
MB 27 PG 364
ZONED: R-5
N/F STEPHEN D.
BAILEY
PID 0474213
DB 28790 PG 658
MB 27 PG 364
ZONED: R-5
N/F JOHN & VIVAN
BELTON
PID 0474214
DB 09270 PG 134
MB 27 PG 364
ZONED: R-5
N/F CHRISTINA DAVIS
PID 0474215
DB 20899 PG 661
MB 27 PG 364
ZONED: R-5
N/F LIVING OF DEAF PERSONS
IN NORTH CAROLINA
PID 04320204
DB 0833 PG 531
MB 332 PG 89
ZONED: R-17MF
N/F TOWNHOME OWNERS
ASSOC. IN AVALON
AT MALLARD CREEK
PID 04320398
DB 15681 PG 478
MB 39 PG 821
ZONED: R-17MF
N/F ROBERT G. &
TANGELA SOLOMON
PID 0474216
DB 12636 PG 031
MB 27 PG 364
ZONED: R-5
USE: SINGLE FAMILY RESIDENTIAL
USE: MULTI- FAMILY RESIDENTIAL
USE: MULTI- FAMILY RESIDENTIAL
USE: VACANT
USE: VACANT
S
S
GV
XX
XX
X
X X
X
X
X
X
X
XX
RPZ
RPZ
X
X
X
N
ONE-CALL CENTER
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
C-03
OV
ER
AL
L S
IT
E L
AY
OU
T P
LA
N
Cu
rry
CURRY E
N GI N
E ER S
N O R TH
CA
RO
L
INA
EST.
10
NC L
IC. N
O. P
-079
9
Z:\P
ROJE
CTS
FOLD
ER-Z
EBUL
ON\20
15\20
15-0
27-R
ODDE
N SQ
UARE
APA
RTME
NTS\
PLAN
S\CO
NSTR
UCTI
ON D
RAW
INGS
\SHE
ET D
RAW
INGS
\C-0
3 OVE
RALL
SIT
E LA
YOUT
PLAN
.DW
GPL
OTTE
D: 8/
9/201
6 3:08
PM
RO
DD
EN
S
QU
AR
E A
PA
RT
ME
NT
S-C
HA
RL
OT
TE
, N
C
GENERAL SITE PLAN NOTES:
MULTI-FAMILY APARTMENT BUILDING
98 UNITS; 4 STORIES
(37.18' HEIGHT @ SETBACK)
MALLARD CREEK ROAD
WIDENING-REFER TO C-15
TREE SAVE AREA
STORMWATER
BMP
RODDEN MILL COURT
(65' PUBLIC R/W)
DO
LB
Y C
RE
EK
P
LA
CE
(65' P
UB
LIC
R
/W
)
SITE DATA TABLE:
PARCEL INFORMATION:
PARCEL 1: PID 04734218
N/F VIRGINIA P. RODDEN
PROPERTY AREA: 8.31 ACRES
DB: 4177 PG. 695
PARCEL 2: PID 04734219
N/F THOMAS AND PATRICIA RODDEN
PROPERTY AREA: 0.87 ACRES
DB: 4393 PG. 023
PROPERTY ZONING: R-17MF DISTRICT
MAXIMUM ALLOWABLE DENSITY: 17 UNITS/ACRE
OVERLAY DISTRICTS: N/A
PROPOSED USE: ACTIVE ADULT RESIDENTIAL (MULTIFAMILY APARTMENTS)
TOTAL PROPERTY AREA: 9.18 ACRES
PROPOSED NUMBER OF UNITS: 98
PROPOSED DENSITY: 10.66
REQUIRED SETBACKS:
R/W SETBACK: 27 FEET
MIN. SIDE YARD SETBACK: 10 FEET
REAR YARD SETBACK: 50 FEET
THOROUGHFARE SETBACKS:
FREEWAY: N/A
THOROUGHFARE: 30'
PARKING CALCULATIONS:
REQUIRED PARKING: 0.25 SPACES PER UNIT
REQUIRED PARKING: 0.25*98= 25 SPACES
PROVIDED PARKING: 98 SPACES
REQ'D ACCESSIBLE SPACES: 4 SPACES
PROVIDED ACCESSIBLE SPACES: 10 SPACES
TREE SAVE AREA REQUIRED: 15% OR 59,982 SF (1.38 ACRES)
TREE SAVE AREA PROVIDED: 61,412 SF (1.40 ACRES) OR 15.35%
OPEN SPACE REQUIRED: 45% OR 179,946 SF (4.13 ACRES)
OPEN SPACE PROVIDED: 234,928 +/- (5.39 ACRES) OR 58.70%
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE
COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY ALLEN GEOMATICS, P.C. AND IS NOT THE
RESULT OF A FIELD SURVEY BY THE CURRY ENGINEERING GROUP, PLLC. ADDITIONAL EXISTING
CONDITIONS DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY,
MECKLENBURG COUNTY GIS DATA, AND OTHER DATA SOURCES AS REQUIRED.
2. EXISTING CONDITIONS SHOWN FOR ROADWAY IMPROVEMENTS IN THE MALLARD CREEK
ROAD RIGHT OF WAY PROVIDED BY NCDOT BASED ON DRAWINGS FOR TIP PROJECT U-2507A.
NOTE THAT THE IMPROVEMENTS ARE UNDER CONSTRUCTION AT THE TIME OF THE ISSUANCE OF
THIS DRAWING. ACTUAL FIELD CONDITIONS MAY VARY.
3. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE
BEFORE PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
4. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
5. AREAS COMPUTED BY THE COORDINATE METHOD.
6. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS,
COVENANTS, AND RESTRICTIONS OF RECORD.
7. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
8. THE PROPERTY SHOWN IS LOCATED IN FLOOD ZONE "X", AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLANE
PER FEMA FIRM PANEL 3710456700J DATED 03/02/09
9. VERTICAL DATUM: NAVD88
HORIZONTAL DATUM: NAD83
10. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, DEPTHS, AND MATERIALS OF ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITY ON SITE. UNDERGROUND
UTILITIES ARE SHOWN BASED ON MARKINGS PROVIDED BY THE NC ONE CALL CENTER AND ABOVE
GROUND EVIDENCE. EXISTING CONDITIONS SHOULD BE CONSIDERED APPROXIMATE IN NATURE.
WHILE EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE INFORMATION GIVEN,
ACTUAL FIELD CONDITIONS MAY VARY AND SHOULD BE CONFIRMED PRIOR TO CONSTRUCTION.
11. CONTRACTOR SHALL FIELD LOCATE SPILL CURB AS NEEDED FOR PROPER DRAINAGE. SPILL
CURB LOCATIONS ARE NOT INDICATED ON THIS PLAN.
12. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY
INSTALLATION WITH THE APPROPRIATE UTILITY PROVIDER AND THE CITY OF CHARLOTTE.
13. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE CITY OF CHARLOTTE SIGN ORDINANCE.
14. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF
CONSTRUCTION.
15. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
16. TACTILE WARNING MATS OR TRUNCATED DOMES ARE TO BE INSTALLED ON ALL WHEELCHAIR
RAMPS PER THE CITY OF CHARLOTTE STANDARDS.
17. ALL TEMPORARY TRAFFIC CONTROL MEASURES, SIGNS, AND MARKINGS SHALL BE REVIEWED
AND APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD.
18. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AND VEHICULAR
AREAS SHALL BE WHITE.
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT MALLARD CREEK ROAD ARE TO BE COORDINATED WITH CITY OF CHARLOTTE
ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05 (9" SIGNS ONLY).
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
8. CURB AND GUTTER SHOWN ON PLANS ALONG PUBLIC STREETS "A" & "B" MAY BE ADJUSTED BASED ON FIELD
STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED ON
FIELD CONDITIONS.
9. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE.
BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER
FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
10. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL
WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
11. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED
STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK,
AND OTHER ACCUMULATIONS.
12. ANY CONSTRUCTION WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE
RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG
COUNTY.
13. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY ENGINEERING PRIOR TO
CONSTRUCTION.
14. AS-BUILT DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST
BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN
ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE.
15. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION
SYSTEMS MUST BE PROVIDED.
16. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE
OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED R/W
AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
17. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.-0 OF THE CITY'S POST CONSTRUCTION CONTROLS
ADMINISTRATIVE MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS
EASEMENTS (PCCE'S) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
18. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR ALL UTILITY CUTS ON CITY STREETS.
ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION, CONTACT CHARLOTTE DEPARTMENT OF
TRANSPORTATION (704-336-4025) OR VISIT
HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM.
19. NON STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF
CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT (704) 336-3888.
20. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS
THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S
WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR
SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT (704) 432-1562.
21. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE
AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT (704) 336-2562.
CITY OF CHARLOTTE STANDARD NOTES:
NOTE: ALL UTILITIES WILL BE UNDERGROUND
PHASING DATA:
-PROJECT TO BE COMPLETED IN SINGLE PHASE
-APARTMENT BUILDING AND PUBLIC INFRASTRUCTURE TO BE CONSTRUCTED CONCURRENTLY
ESTIMATED PROJECT CONSTRUCTION DURATION: 16 MONTHS FROM GRADING PERMIT ISSUANCE
ALL PORTIONS OF THE BUILDING MUST BE WITHIN 400 FEET OF A PUBLIC
OR PRIVATE STREET. THIS PROJECT COMPLIES WITH THE 400 FOOT
REGULATION.
BUILDING HEIGHT:
ALLOWABLE HEIGHT: 40' @ SETBACK
PROPOSED HEIGHT: 38.18' @ SETBACK
MAXIMUM HEIGHT: 54.71' (HIGHEST ROOF RIDGE)
VARIABLE WIDTH PRIVATE
BMP ACCESS &
MAINTENANCE EASEMENT
SOLID WASTE/RECYCLING INFORMATION:
SOLID WASTE AREA REQUIRED: (1) 8 CY COMPACTER PER 90 UNITS OR 0.0889 CY PER UNIT
REQUIRED: 0.0889 CY/UNIT x 98 UNITS= 8.71 CY TOTAL
USE 9 CY COMPACTOR
RECYCLING AREA REQUIRED: 288 SQUARE FEET
PROVIDED: 297 SQUARE FEET
PRIVATE OPEN SPACE
PRIVATE OPEN SPACE
32.5'
(C/L TO R/W)
32.5'
(C/L TO R/W)
32.5'
(C/L TO R/W)
32.5'
(C/L TO R/W)
65.04'
(C/L TO R/W)
28.9'
(C/L TO EX. R/W)
60.55'
(C/L TO PROPOSED R/W)
2' SIDEWALK &
UTILITY EASEMENT
2' SIDEWALK &
UTILITY EASEMENT
2' SIDEWALK &
UTILITY EASEMENT
2' SIDEWALK &
UTILITY EASEMENT
27' R/W
SETBACK27'
R/W SETBACK
30' R/W
SETBACK
30' SETBACK