ARCHITECTURE PLANNING...
Transcript of ARCHITECTURE PLANNING...
CIVIL/LANDSCAPE
TIMMONS GROUP
610 EAST MOREHEAD STREET, SUITE 250
CHARLOTTE, NORTH CAROLINA 28202
CONTACT: ROBBIE WHITE
PHONE: (704) 376-1079
EMAIL: [email protected]
CITY OF CHARLOTTE, NORTH CAROLINA
GRIER HEIGHTS
SENIORS BUILDING
DRAWING
C-000
C-100
TOTAL DRAWINGS = 27
EXISTING CONDITIONS & DEMOLITION PLAN
VICINITY MAP
NOT TO SCALE
CIVIL COVER SHEET
TITLE
C - SERIES DRAWING ABBREVIATIONS:
ADV - ADVANCE
AFG - ABOVE FINISHED GRADE
APPR LOC. - APPROXIMATE LOCATION
ASS'Y - ASSEMBLY
B/C - BACK OF CURB.
B/L - BASE LINE
B/W - BOTTOM OF WALL
CBR - CALIFORNIA BEARING RATIO
CG - CURB AND GUTTER
C/L - CENTERLINE
CL - CLASS
CMP - CORRUGATED METAL PIPE
CO - CLEAN OUT
CONC - CONCRETE
CONN - CONNECTION
CP - CORRUGATED PLASTIC
CY - CUBIC YARD
DI - DROP INLET
DIP - DUCTILE IRON PIPE
DR - DRIVE
DS - DOWNSPOUT
E - ELECTRIC
EA - EACH
E BOX - ELECTRICAL BOX
ELEC - ELECTRIC
E/P - EDGE OF PAVEMENT
E/S - EDGE OF SHOULDER
EX - EXISTING
F/C - FACE OF CURB
FDC - FIRE DEPARTMENT CONNECTION
FF - FINISHED FLOOR
FH - FIRE HYDRANT
F/L - FLOW LINE
FL - FIRE LANE
G - GAS
GND - GROUND
GTS - GAS TEST STATION
GV - GAS VALVE
HDPE - HIGH DENSITY POLYETHYLENE
HORIZ - HORIZONTAL
INV - INVERT
LF - LINEAR FEET
MECH - MECHANICAL
MH - MANHOLE
MIN - MINIMUM
MIN S - MINIMUM SLOPE
MJ - MECHANICAL JOINT
NIC - NOT IN CONTRACT
OHE - OVERHEAD ELECTRIC
OHP- OVERHEAD POWER
OHT - OVERHEAD TELEPHONE
PB - PLAT BOOK
PC - POINT OF CURVATURE
PED - PEDESTAL
PG - PAGE
PH - PHASE
PI - POINT OF INTERSECTION
PKG - PARKING
P/L - PROPERTY LINE
PT - POINT OF TANGENT
PP - POWER POLE
PVC - POLYVINYL CHLORIDE
PVMT - PAVEMENT
PWR - POWER
RD - ROOF DRAIN
RJ - RESTRAINED JOINT
R/W - RIGHT-OF-WAY
REQ'D - REQUIRED
RCP - REINFORCED CONCRETE PIPE
S - SLOPE
SAN - SANITARY SEWER
SDWK - SIDEWALK
SF - SILT FENCE
SPT - SPOT GRADE
SS - SANITARY SEWER CONNECTION
STA - STATION
STD - STANDARD
STM - STORM
STMH - STORM SEWER MANHOLE
T - TELEPHONE
TCM - TELECOMMUNICATIONS MANHOLE
T/C - TOP OF CURB
TEL - TELEPHONE
UGE - UNDERGROUND ELECTRIC
UNK - UNKNOWN
UP - UTILITY POLE
VAR - VARIABLE
VERT - VERTICAL
W/ - WITH
W/L - WATER LINE
W - WATER
WUS - WATERS OF THE US
X-ING - CROSSING
Ø - DIAMETER
DRAWING INDEX
SITE LAYOUT PLAN C-200
EROSION CONTROL PLAN PHASE I C-300
LAUREL STREET RESIDENTIAL
PHONE: (704) 561-5225
EMAIL: [email protected]
511 EAST BOULEVARD
CHARLOTTE, NC 28203
OWNER
GENERAL NOTES:
ARCHITECT
NEIGHBORING CONCEPTS
1635 W TRADE ST, SUITE 1A
CHARLOTTE, NC 28216
CONTACT: DARREL WILLIAMS
PHONE: (704) 374-0916 EXT. 228
EMAIL: [email protected]
LANDSCAPING DETAILS L-101
SITE
GRADING PLAN C-400
EROSION CONTROL PLAN PHASE II C-301
SITE UTILITY PLAN C-201
LANDSCAPING PLAN L-100
DESCRIPTION
ELEVATION
200
95.32
T/C
95.32
E/P
95.32
SWL
LEGEND
SEWER
EXISTING SANITARY SEWER
SANITARY SEWER
SANITARY MANHOLE NUMBER
W/ COORDINATE LOCATION
EX SANITARY MANHOLE
SANITARY MANHOLE
EXISTING CLEAN OUT
CLEAN OUT
8'' SAN
8''SAN
E 9378.25
N 7605.80
WATER
EXISTING WATER LINE
WATER LINE
EXISTING WATER VALVE
WATER VALVE
POST INDICATOR VALVE
EXISTING WATER METER
WATER METER
EXISTING FIRE HYDRANT
FIRE HYDRANT
WATER LINE REDUCER
EX WATER LINE PLUG
WATER LINE PLUG
WATER LINE CROSS
WATER LINE TEE
FIRE DEPT CONNECTION
WATER SPIGOT
EXISTING WELL CASING
8''W
8'' W
8'' W
MISCELLANEOUS UTILITIES
EXISTING LIGHT POLE
EXISTING YARD LIGHT
EXISTING GROUND LIGHT
LIGHT POLES
EXISTING UTILITY POLE
UTILITY POLE
EXISTING GUY WIRE
EXISTING ELECTRIC METER
EXISTING OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
EX UNDERGROUND ELECT LINE
UNDERGROUND ELECTRIC LINE
EXISTING TELEPHONE PEDESTAL
EXISTING TELEPHONE MANHOLE
EX OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE LINE
EX UNDERGROUND TELEPHONE LINE
UNDERGROUND TELEPHONE LINE
EX OVERHEAD FIBER OPTIC LINE
OVERHEAD FIBER OPTIC LINE
EX UNDERGROUND FIBER OPTIC LINE
UNDERGROUND FIBER OPTIC LINE
EX CABLE TV PEDESTAL
EX OVERHEAD CABLE TV LINE
OVERHEAD CABLE TV LINE
EX UNDERGROUND CABLE TV
UNDERGROUND CABLE TV LINE
COMBINED POWER/CATV
COMBINED POWER, TELE, CATV
COMBINED POWER, TELEPHONE
COMBINED TELEPHONE, CATV
OHP
OHP
UGP
UGP
OHT
OHT
UGT
UGT
OFO
OFO
UFO
UFO
OCATV
OCATV
UCATV
UCATV
UG P/C
UG P/T/C
UG P/T
UG T/C
SITE
EXISTING STORM SEWER
STORM SEWER
EX DROP INLET
DROP INLET & STRUCTURE NUMBER
EXISTING STORM SEWER MANHOLE
STORM SEWER MANHOLE
EXISTING ROOF DRAIN DOWNSPOUT
ROOF DRAIN DOWNSPOUT
EXISTING CURB
CURB
EXISTING CURB & GUTTER
CURB & CUTTER
PROPERTY LINE
BENCH MARK
APPROX BORING LOCATION
LIMITS OF CONSTRUCTION
EXISTING TREE LINE
CLEARING LIMITS
EXISTING SHRUB
EXISTING TREE
EXISTING FENCE
FENCE
EXISTING CONTOUR
CONTOUR
SPOT ELEVATION
C/L SWALE
EXISTING SIGN
SIGN
BOLLARD
EXISTING FLAG POLE
PROPERTY MARKER FOUND / ROD FOUND
PIPE FOUND
NATURAL GAS
EXISTING GAS METER
EXISTING GAS VALVE
EXISTING GAS LINE
GAS LINE
G
G
XX
X
200
1
S
C
T
T
D
1
B-1
MARCH 1, 2018
MWB
40056
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 E Morehead Street, Suite 250
Charlotte, NC 28202
TEL 704.376.1073
FAX 704.376.1076
www.timmons.com
Site Development | Residential | Infrastructure | Technology
NC License No. C-1652
40056
PROJECT NUMBER
SHEET BY
CHECKED
ISSUE DATE
GRIER HEIGHTS
SENIORS BUILDING
No. Description Date
ARCHITECTURE PLANNING INTERIORS
1635 West Trade Street, Suite 1A
Charlotte, North Carolina 28216
T:704.374.0916 F:704.342.3808
www.neighboringconcepts.com
CONSTRUCTION
DOCUMENTS
1 SECOND CITY SUBMITTAL 2-6-2018
2 THIRD CITY SUBMITTAL 3-9-2018
C-000
COVER SHEET
NOTES AND DETAILS C-502
NOTES AND DETAILS C-501
NOTES AND DETAILS C-500
NOTES AND DETAILS C-504
NOTES AND DETAILS C-503
100+1 FLOOD PLAN C-600
100+1 FLOOD PLAN DRAINAGE MAP C-601
100+1 FLOOD PLAN CROSS SECTIONS C-602
DRAINAGE AREA MAP
C-401
BMP PLAN AND DETAILS
C-402
NOTES AND DETAILS C-505
EROSION CONTROL PLAN PHASE I DRAINAGE MAP C-303
EROSION CONTROL PLAN PHASE II DRAINAGE MAP C-304
DRIVEWAY ACCESS AND SIGHT DISTANCE PROFILE
C-400A
EROSION CONTROL PLAN PHASE III DRAINAGE MAP C-305
EROSION CONTROL PLAN PHASE III C-302
TURNING MOVEMENTS C-202
GRADING DETAIL PLAN
C-403
1. SITE ADDRESS:
2931 MARNEY AVENUE
CHARLOTTE, NC 28205
2. ZONING: UR-3 (CD) PER PETITION 2017-089
3. SETBACKS: FRONT YARD: 20FT MEASURED FROM BACK OF CURB ALONG
SAM DRENAN RD
20FT MEASURED FROM BACK OF CURB ALONG
MARNEY AVE*
SIDE YARD: 5FT
REAR YARD: 20FT
*IN AREAS WHERE THE SETBACK LINE WOULD BE LOCATED IN THE RIGHT-OF-WAY
ALONG MARNEY AVE, THE RIGHT-OF-WAY IS THE SETBACK LINE
4. TOTAL SITE AREA: 1.89 ACRES
5. UNIT COUNT:
ALLOWED: 80
PROPOSED: 72
6. BUILDING HEIGHT:
MAXIMUM HEIGHT: PER ZONING ORDINANCE.
MAXIMUM HEIGHT ALONG SAM DRENAN ROAD: 40FT WITH ALLOWABLE
INCREASE PER TABLE 9.406(3)(a).
PROPOSED: HEIGHT IS 39'-10.5" AT SETBACK AND 48'-7.5" AT
ROOF RIDGE 33'-5" FROM SETBACK (APPROVED IN REZONING)
7. FLOOR AREA RATIO:
MAXIMUM FAR ALLOWED: 1.09 (90,000 SF)
PROPOSED: 1.02 (83,600 SF)
8. RECYCLING/ TRASH:
SW REQUIRED PER 12.403 (72 UNITS): 8-CU-YD/ 30 UNITS OR
8-CU-YD COMPACTOR/ 90 UNITS.
SW PROVIDED: (72 UNITS) 20-CU-YD. OPEN TOP
RECYCLING REQUIRED PER 12.403: 30-80 UNITS = 144 SQ. FT. CONT.
RECYCLING PROVIDED: ONE RECYCLING STATION (144 SQ. FT.)
9. DISTURBED ACREAGE: 1.61 ACRES
10. NEW BUILT UPON AREA: 1.61 ACRES (70,131 SF)
11. USE: MULTI-FAMILY (SENIORS) APARTMENTS
12. PARCEL ID: 15706518
13. WATERSHED OVERLAY DISTRICT: NONE
14. FIRM: PANEL 3710456300K DATED 2/19/2014
PARCEL IS LOCATED IN ZONE 'X' OF THE FEMA FLOOD ZONE AND THE COMMUNITY FLOOD ZONE.
15. PARKING REQUIREMENTS (PER 9.408):
REQUIRED PARKING: 0.25 SPACES PER DWELLING UNIT 72 DWELLING UNITS x 0.25 = 18 SPACES
FOR MULTI-FAMILY (ELDERLY) TOTAL = 18 SPACES
PARKING PROVIDED:
EXISTING: NONE
PROPOSED : 48 SPACES (39 REGULAR, 11 HANDICAP)
16. CONSTRUCTION TIMETABLE:
CONSTRUCTION START: 6/01/18
CONSTRUCTION COMPLETION: 8/06/19
PARTNERSHIP THE KENNINGTON FAMILY LIMITED
PARCEL ID: 15706526
DEED BOOK: 8433 PAGE: 499
ZONING: I-1
LAND USE: COMMERCIAL
RESIDUAL LOT
MB 26 PG 118
81,796 SF OR
1.888 ACRES +/-
D
D
D
S
D
D
OH
U
OH
U
OHU
OHU
OHU
O
H
U
O
H
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
XX
X
X
X
X
X
X
X
X
X
X
X
S61°47'40"E 309.44'
N24°38'15"E
283.14'
N61°00'10"W 238.83'
S
1
7
°5
3
'4
1
"W
8
0
.4
9
'
S
4
1
°
5
0
'1
7
"W
1
3
6
.6
6
'
S61°00'10"E 157.37' (TIE)
C
1
IRF
IRF
IRS
IRF DETECTED
UNDER CONCRETE
CP
N27°28'43"E
115.90' (T
IE
)
TO
P O
F B
AN
K
ED
GE
O
F W
AT
ER
CHAIN LINK FENCE
CHAIN LINK FENCE
CONCRETE WALK
WV
WM
X
X
X
X
X
X
X
X
X
X
X
X
X
CURVE TABLE
CURVE
C1
RADIUS
20.00'
LENGTH
29.89'
TANGENT
18.53'
DELTA
85°38'24"
CP
CP
DCB
TC = 654.05
INV = 647.05
DCB
TC = 654.25
INV = 646.99
DCB
TC = 654.53
INV IN= 649.35
INV OUT= 646.53
DCB
TC = 653.50
INV OUT= 646.25
DCB
TC = 654.25
INV OUT= 646.11
HEADWALL
TOP = 653.78
INV EAST = 644.58
INV WEST = 643.38
SDMH
RIM = 672.33
INV IN = 667.53
INV OUT= 667.53
SDMH
RIM = 669.32
INV IN(W)= 665.70
INV IN (N)= 664.37
INV OUT= 663.34
SDMH
RIM = 670.07
INV IN(N)= 665.42
INV IN(W)= 665.42
INV OUT= 665.32
SDMH
RIM = 670.67
INV OUT= 665.97
SDMH
RIM = 672.29
INV OUT= 667.99
15" RC
P
18" RC
P
15" R
CP
24" RCP
24" R
CP
24" RCP
24" RCP
24" RCP
24" RCP
24" RCP
24" R
CP
1
8
" R
C
P
18" R
CP
DCB
RIM = 675.50
INV IN= 672.20
INV OUT= 671.87
CB
TC = 675.68
INV IN= 671.66
INV OUT= 671.22
SSMH
RIM = 659.52
INV OUT= 653.05
SSMH
RIM = 654.86
INV IN= 648.51
INV OUT= 648.51
SSMH
RIM = 653.50
INV IN (W)= 647.86
INV IN (N)= 647.91
INV OUT= 647.20
SSMH
RIM = 671.02
INV IN= 674.06
INV OUT= 674.01
SAN
SAN
SAN
SAN
SAN
SAN
6'
10'
SA
N
SA
N
MA
RN
EY
A
VE
NU
E
50' P
UB
LIC
R
/W
(M
B 26-118)
MA
RN
EY
A
VE
NU
E
50' P
UB
LIC
R
/W
(M
B 9-137, M
B 9-361)
SAM DRENAN ROAD
PUBLIC R/W VARIES
MAP REFERENCE: M9-361
6'' W6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
S
S
S
15' STORMWATER
EASEMENT
15' STORMWATER
EASEMENT
PARTNERSHIP THE KENNINGTON FAMILY LIMITED
PARCEL ID: 15706525
DEED BOOK: 8433 PAGE: 499
ZONING: I-1
LAND USE: COMMERCIAL
35' S
.W
.I.M
. S
TR
EA
M B
UF
FE
R
15' U
PLA
ND
B
UF
FE
R
20' U
ND
IS
TU
RB
ED
S
TR
EA
M
SID
E B
UF
FE
R
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
6'' W
SAN
2,640 SF
LANDSCAPE AREA
3,809 SF
LANDSCAPE AREA
TREE SAVE AREA
12,273 SF (15%)
(NATURAL AREA -
UNDISTURBED)
AM
EN
IT
Y A
RE
A
8'
17'
23'
7.91'
7' SIDEWALK
7.5'
6'
X
XX
X X
XX
X
X
X
X
R5'
R5'
8
8
6
9
10'X70' SIGHT
TRIANGLE
50'X50' SIGHT
TRIANGLE
20' SETBACK
FROM BACK
OF CURB
10 O
N-S
TR
EE
T S
PA
CE
S (1 A
DA
S
PA
CE
)
SENIORS
BUILDING
BMP
4 SPACES
3 S
PA
CE
S
SENIORS
BUILDING
RETAINING
WALL
RETAINING
WALL
BUILDING
ENTRANCE
DUMPSTERS &
ENCLOSURE
CONCRETE
SIDEWALK
BUILDING
ENTRANCE
METER CENTER (SEE
ELECTRICAL DRAWINGS)
METER CENTER (SEE
ELECTRICAL DRAWINGS)
ELECTRICAL TRANSFORMER
(SEE ELECTRICAL DRAWINGS)
CONDENSING UNIT
CONCRETE PAD, TYP.
CONDENSING UNIT
CONCRETE PAD, TYP.
157 LF FENCE
ON WALL TOP
186 LF 6 FT
PRIVACY
FENCE
BEHIND
WALL
CONC. BUS PAD
(SEE DETAIL
SHEET C-500)
START
FLUSH CURB
END FLUSH
CURB
ADA SIGN
"VAN ACCESSIBLE" ADA SIGN
ADA SIGN
"VAN ACCESSIBLE" ADA SIGN
ADA SIGN
ADA SIGN
WHEEL STOP (TYP)
EX
IST
ING
50' P
UB
LIC
R/W
23'
24'
23'
17'
17'
5'
17'
7.5'
37' CENTERLINE
TO PROPOSED R/W
(SETBACK ON R/W LINE)
20' A
CC
ES
S E
AS
ME
NT
20' A
CC
ES
S E
AS
ME
NT
8.5'
8' PLANTING STRIP
7' SIDEWALK
4' LANDSCAPING STRIP
7'
24'
8' LANDSCAPING STRIP
6' SIDEWALK
7'
22'
2.77'
0.43'
4' LANDSCAPING STRIP
7' SIDEWALK
10'
7'
7'
17'
8'
0.12'
25' CENTERLINE
TO EXISTING R/W
2
2
'
38' CENTERLINE
TO EXISTING PUBLIC R/W
23' SETBACK
FROM BACK OF
CURB ON R/W
20' REAR
SETBACK
5' SIDE
YARD
5' SIDE
YARD
20' SETBACK
FROM BACK
OF CURB
7' SIDEWALK
R20'
R20'
4' LANDSCAPING STRIP
10' LANDSCAPING STRIP
PR
OP
OS
ED
VA
RIA
BLE
WID
TH
PU
BLIC
R/W
(64.3
7')
(SE
TB
AC
K O
N R
/W L
INE
)
47' CENTERLINE TO
PROPOSED VARIABLE
WIDTH PUBLIC R/W
4
.
0
1
'
10' PCCE
7
'
2
4
.
0
1
'
7
.
5
'
1
7
'
1
7
'
9
.
5
'
R
6
'R
2
.
5
'
7
.
5
2
'
5
'
8
'
10'
LIGHT POLE (TYP)
(SEE SHEET C502)
PR
OP
OS
ED
VA
RIA
BLE
WID
TH
PU
BLIC
R/W
(59.6
1')
TP
T
P
T
P
TP
TP
T
P
T
P
T
P
T
P
TP
TP
TP
TP
T
P
T
P
T
P
T
P
T
P
T
P
T
P
CURB
23' SETBACK
FROM BACK OF
CURB ON R/W
MARCH 1, 2018
MWB
40056
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 E Morehead Street, Suite 250
Charlotte, NC 28202
TEL 704.376.1073
FAX 704.376.1076
www.timmons.com
Site Development | Residential | Infrastructure | Technology
NC License No. C-1652
40056
PROJECT NUMBER
SHEET BY
CHECKED
ISSUE DATE
GRIER HEIGHTS
SENIORS BUILDING
No. Description Date
ARCHITECTURE PLANNING INTERIORS
1635 West Trade Street, Suite 1A
Charlotte, North Carolina 28216
T:704.374.0916 F:704.342.3808
www.neighboringconcepts.com
CONSTRUCTION
DOCUMENTS
1 SECOND CITY SUBMITTAL 2-6-2018
2 THIRD CITY SUBMITTAL 3-9-2018
C-200
SITE LAYOUT
NOTE:
PROVIDE 2% MAX. CROSS
SLOPE ON SIDEWALKS
CONCRETE SIDEWALKS
NO SCALE
COMPACTED SUBGRADE
4"
1
4
"
1"
1
4
" x
1
4
" SEALANT
EXPANSION JOINT EACH 30' MIN. WITH
PREMOLDED EXPANSION FILLER,
SEAL WITH SILICONE SEALANT. SEE
PLANS FOR APPROXIMATE JOINT
LOCATIONS
CONC. WALK
TOOLED CONTROL JOINT
(REFER TO SITE CONCRETE
SPECIFICATIONS FOR SCORING
PATTERN AND SPACING)
DENOTES CONCRETE SIDEWALK ON PLANS
R=
1
4
"
4"
MINIMUM 3,000 PSI
CONCRETE
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT ARE TO BE COORDINATED WITH THE 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. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
7. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
9. CURB AND GUTTER SHOWN ON PLANS ALONG MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM
DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
10. 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.
11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY
MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED.
12. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT-OF-WAY.
13. 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.
14. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF
CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE
15. ANY CONSTRUCTION OR USE 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.
16. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT #'S SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE
THE ADJACENT FINISHED GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN
THE 100+1 FLOOD ANALYSIS.)
17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
18. "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 SUBDIVISION ORDINANCE.
19. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF
CHARLOTTE ENGINEERING FOR APPROVAL.
20. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED.
21. 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.
22. 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 (PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE
OF THE CERTIFICATE OF OCCUPANCY.
23. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY
CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.
24. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE
CONTRACTOR/DEVELOPER.
25. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR 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
26. NON-STANDARD ITEMS (IE: 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.
27. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD
BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE. THE DEVELOPER SHOULD
MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
28. 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 FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
PERMIT REQUEST. 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.
29. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING
THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS
PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT AT
(704) 336-8348.
30. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR SHALL
CONTACT CDOT AT (704) 336-8348.
STANDARD NOTES:
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY PAVEMENT
NO SCALE
COMPACTED SUBGRADE
2" TYPE C ASPHALT
SURFACE COURSE
6" GRADED AGGREGATE
BASE COURSE (GABC)
NOTE:
1. ABC STONE BASE COURSE TO BE
COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM DRY
DENSITY.
ZONING SUMMARY:
NOTE:
1. ALL UTILITIES WILL BE UNDERGROUND.
DENOTES 35' S.W.I.M. STREAM BUFFER
DENOTES REINFORCED CONCRETE PAVEMENT ON PLANS
REINFORCED CONCRETE PAVEMENT
NO SCALE
COMPACTED SUBGRADE
6" PORTLAND CEMENT CONCRETE
2"
6x6 W2.9xW2.9 WELDED WIRE
FABRIC (FLAT SHEETS)
6" GABC STONE
NOTES:
1. ABC STONE BASE COURSE TO BE
COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DRY DENSITY.
2. PORTLAND CEMENT CONCRETE
TO HAVE A COMPRESSIVE
STRENGTH OF 4,000 PSI AT
28-DAYS AND CONTAIN 4% - 6%
ENTRAINED AIR.
COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DRY DENSITY.
N
A
D
8
3
0
SCALE 1"=20'
40'20'
1. SITE ADDRESS:
2931 MARNEY AVENUE
CHARLOTTE, NC 28205
2. ZONING: UR-3 (CD) PER PETITION 2017-089
3. SETBACKS: FRONT YARD: 20FT MEASURED FROM BACK OF CURB ALONG
SAM DRENAN RD
20FT MEASURED FROM BACK OF CURB ALONG
MARNEY AVE*
SIDE YARD: 5FT
REAR YARD: 20FT
*IN AREAS WHERE THE SETBACK LINE WOULD BE LOCATED IN THE
RIGHT-OF-WAY ALONG MARNEY AVE, THE RIGHT-OF-WAY IS THE SETBACK
LINE
4. TOTAL SITE AREA: 1.89 ACRES
5. UNIT COUNT:
ALLOWED: 80
PROPOSED: 72
6. BUILDING HEIGHT:
MAXIMUM HEIGHT: PER ZONING ORDINANCE.
MAXIMUM HEIGHT ALONG SAM DRENAN ROAD: 40FT WITH ALLOWABLE
INCREASE PER TABLE 9.406(3)(a).
PROPOSED: HEIGHT IS 39'-10.5" AT SETBACK AND 48'-7.5" AT
ROOF RIDGE 33'-5" FROM SETBACK (APPROVED IN REZONING)
7. FLOOR AREA RATIO:
MAXIMUM FAR ALLOWED: 1.09 (90,000 SF)
PROPOSED: 1.02 (83,600 SF)
8. RECYCLING/ TRASH:
SW REQUIRED PER 12.403 (72 UNITS): 8-CU-YD/ 30 UNITS OR
8-CU-YD COMPACTOR/ 90 UNITS.
SW PROVIDED: (72 UNITS) 20-CU-YD. OPEN TOP
RECYCLING REQUIRED PER 12.403: 30-80 UNITS = 144 SQ. FT. CONT.
RECYCLING PROVIDED: ONE RECYCLING STATION (144 SQ. FT.)
9. DISTURBED ACREAGE: 1.61 ACRES
10. NEW BUILT UPON AREA: 1.61 ACRES (70,131 SF)
11. USE: MULTI-FAMILY (SENIORS) APARTMENTS
12. PARCEL ID: 15706518
13. WATERSHED OVERLAY DISTRICT: NONE
14. FIRM: PANEL 3710456300K DATED 2/19/2014
PARCEL IS LOCATED IN ZONE 'X' OF THE FEMA FLOOD
ZONE AND THE COMMUNITY FLOOD ZONE.
15. PARKING REQUIREMENTS (PER 9.408):
REQUIRED PARKING: 0.25 SPACES PER DWELLING UNIT
FOR MULTI-FAMILY (ELDERLY)
72 DWELLING UNITS x 0.25 = 18 SPACES
TOTAL = 18 SPACES
PARKING PROVIDED:
EXISTING: NONE
PROPOSED : 48 SPACES (39 REGULAR, 11 HANDICAP)
16. CONSTRUCTION TIMETABLE:
CONSTRUCTION START: 6/01/18
CONSTRUCTION COMPLETION: 8/06/19