Post on 15-Oct-2020
transcript
EXTENSION OFWALNUT STREET
PROP. C.O.S.0.40 AC
60756.35SSMH
70758.36SSMH
100747.63SSMH
107768.78TIE-NL-CLOSE
109749.09TOP2-OS-15-TOB1-NOEL
122747.87SSMH
123750.01SSMH
143793.64TIE-NL-LAST
148783.78WALK-CL-5
192795.14EC
193795.23EC
194794.55EC
195794.38EC
196793.96EC
197794.14EC
36.00'
92
.0
0'
36.00'36.00'
36.00'
92
.0
0'
92
.0
0'
36.00'
36.00'
92
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0'
36.00'
36.00'
92
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0'
8
4
.
5
8
'
27.71'
18
2.0
1'
1
3
.
6
3
'
11
3.5
5'
100.00'
13
3.6
7'
15
8.8
9'
65.2
2'
93.4
8'
65.00'
31.1
1'
39.1
3'
15
3.0
8'
70.00'
17
9.5
1'
22.00'
2
2
.6
6
'
22
.51'
195.59'
65.2
2'
16
4.2
8'
3
1
.1
7
'
3.59'
31.1
6
'
11
0.2
1'
99.72'
111.14'
2
8
.5
0
'
13.60'
18.3
9'
89
.4
8'
60.00'
T
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36.00'
36.00'
92
.0
0'
39.00'
39.00'
92
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0'
PROP. PARK/PUBLIC OPENSPACE.0.28 AC
83
.1
2'
2
1
.5
6
'
25
.42'
19.12'
54.92'
78.66'
3,312 SF
0.08 AC
PROP.C.O.S.0.035
AC
PROP. SANDFILTER - 1
5,247 SF
0.12 AC
22,407 SF
0.51 AC
11,818 SF
0.27 AC
10,919 SF
0.25 AC
15,016 SF
0.34 AC
11,088 SF
0.25 AC
10,503 SF
0.24 AC
3,312 SF
0.08 AC
3,312 SF
0.08 AC
4,770 SF
0.11 AC
3,588 SF
0.08 AC
3,312 SF
0.08 AC
3,312 SF
0.08 AC
92
.0
0'
10
11,818 SF
0.27 AC
3
1
2
8
7
4
5
6
1312
91114
R18'
R15'
R6.5'
R15'
R27.5'
2+42
0+00
1+
00
2+
00
4+30
0+00
1
+
0
0
2+00
3+00
4+00
2+550+001+002+00
2+69
0+00
1+002+00
L1
L2
L
3
L4
C1
C2
L5
L8
L6
L7
MIM
OS
A S
TRE
ET
PR
OP
. 45'
PU
BLI
C R
/W
15' WIDE ALLEYPROP. 27' PUBLIC R/W
EXTENSION OF JAMESALEXANDER WAY
PROP. 45' PUBLIC R/W
R18'
R6.0'
R4'
R7'
R8'
R3'
R7'
R17.5'
R20'
7'
20'
EOP
12
'
EO
P
20'
EOP
20
'
EO
P
EX
.18'
EO
P
9
'
1
1
'
8
.
5
'
5
'
20
'
EO
P
9'
9'
27
'
21'
71
'
7'
LINE TABLE
NUMBER
L1
L2
L3
L4
L5
L6
L7
L8
BEARING
N88°10'52"W
S00°02'33"W
S11°16'00"W
S01°50'38"W
S01°28'33"W
S01°30'17"W
S07°13'59"E
S01°28'33"W
LENGTH (FT)
241.54
47.09
54.67
278.65
254.98
21.04
12.15
235.86
START POINT
N639061.5072
E1449193.1270
N639443.2490
E1448974.8652
N639366.9629
E1448971.9396
N639292.9463
E1448958.9143
N639065.7018
E1449061.0311
N639082.5373
E1449193.6794
N639061.5072
E1449193.1270
N639049.4526
E1449194.6570
END POINT
N639069.1732
E1448951.7108
N639396.1574
E1448974.8302
N639313.3462
E1448961.2585
N639014.4358
E1448949.9487
N638810.8044
E1449054.4644
N639061.5072
E1449193.1270
N639049.4526
E1449194.6570
N638813.6746
E1449188.5829
CURVE TABLE
NUMBER
C1
C2
RADIUS (FT)
150
125
LENGTH (FT)
29.38
20.56
TANGENT (FT)
14.74
10.30
DELTA
011°13'26"
009°25'22"
CHORD LENGTH (FT)
29.34
20.53
CHORD BEARING
S05°39'16"W
S06°33'19"W
321
C
B
A
KEY PLAN
SEAL
4
D
E
5
APPROVED BY
CHECKED BY
REVISIONS
TITLE
DRAWN BY
DATE
PROJECT NO. 50101605
Dewberry Engineers Inc.
DA
VID
SO
N S
PR
ING
SP
HA
SE
III &
IV10
0% C
ON
STR
UC
TIO
N D
OC
UM
EN
TSD
AV
IDS
ON
, NO
RTH
CA
RO
LIN
A
NCBELS #F-0929
NO. DATE BY DESCRIPTION
SHEET NO.
9300 Harris Corners Pkwy, SUITE 220
Charlotte, NC 28269
Phone: 704.509.9918
Fax: 704.509.9937
www.dewberry.com
1 11/01/2018 MTK PER. TOWN/COUNTY COMMENTS
2 12/07/2018 MTK PER. TOWN/COUNTY COMMENTS
3 03/01/2019 MTK PER. CLT WATER COMMENTS
VICINITY MAPNOT TO SCALE
S
M
A
I
N
S
T
SO
UT
H S
T
C
O
N
C
O
R
D
R
D
WA
LN
UT
S
T
P
O
T
T
S
S
T
PROJECT
SITE
PROP. 6' PLANTING
STRIP (TYP.)
PROP. 2' STD. C&G
(TYP.) - SEE DETAIL
ON SHEET C7.01
PROP. 2' CONCRETE
VALLEY CURB
PROP.PUBLIC R/W MEASURED
30' FROM PROPOSED ROAD CL
PROP. GARBAGE AND
RECYCLING COLLECTION PAD
PROP. 5' SIDEWALK (TYP.) -
SEE DETAIL ON SHEET C7.01
PROP. PUBLIC R/W
BEGIN ALLEY
10' F
RO
NT
SE
TB
AC
K
13' S
ID
E S
ET
BA
CK
1
3
' S
ID
E
S
E
T
B
A
C
K
17' FRONT SETBACK
20' REAR SETBACK
20' REAR SETBACK
16' S
ID
E S
ET
BA
CK
15' S
ID
E
S
E
TB
A
C
K
20' FRONT SETBACK
PROP.20' PUBLIC ACCESS
EASEMENT FOR 10'-WIDE MULTI-USE
PATH AND GREENWAY CONNECTION
SETBACK WIDTH
VARIES TO MATCH
SETBACK OF EXISTING
HOME AT 630 JAMES
ALEXANDER WAY
(NOT PART OF DEVELOPMENT)
10' SIDE SETBACK
10' F
RO
NT
SE
TB
AC
K
7.5' S
ID
E S
ET
BA
CK
7.5' S
ID
E S
ET
BA
CK
20' REAR SETBACK
10' FRONT SETBACK
1
1
' S
ID
E
S
E
T
B
A
C
K
STOP SIGN (TYP.)
10' PRIVATE SANITARY
SEWER EASEMENT
SIDEWALK EASEMENT
WIDTH VARIES
PROP. FIRE TURNAROUND /
TIE-OUT TO EXISTING EXISTING
GRAVEL PARKING LOT
PROP. 4'X7' CONCRETE PAD (MIN. 8" THICK)
FOR MAIL KIOSK (TO BE SELECTED BY
OWNER IN ACCORDANCE WITH THE TOWN
OF DAVIDSON PLANNING ORDINANCE)
8' WIDE PLANTER STRIP
FUTURE SIDEWALK CORRIDOR
MECKLENBURG COUNTY
TYPE II MODIFIED DRIVEWAY
PROP. ASPHALT DRIVE AT END OF WALNUT
STREET TO TIE FLUSH TO EXISTING
10' S
ID
E S
ET
BA
CK
(T
YP
.)
10' S
ID
E S
ET
BA
CK
(T
YP
.)
10' S
ID
E S
ET
BA
CK
10' F
RO
NT
S
ET
BA
CK
20' R
EA
R S
ET
BA
CK
EXIST. 10' PRIVATE SAN. SWR. EASEMENT (TYP.)
100' SWIM
BUFFER (TYP.)
SCALE: 1" =30'
SITE PLAN
C3.01
PROP. 2' STD. C&G
PROP. SEGMENTAL BLOCK RETAINING WALL
(DESIGNED BY OTHERS) - SEE GRADING
PLAN SHEET C4.01 FOR MORE INFO.
PROP. 6' MEANDERING BRICK
SIDEWALK (TYP.) - OWNER TO
COODINATE SPECIFICATIONS
WITH TOWN PLANNING
PROP. 5' SIDEWALK (TYP.) -
SEE DETAIL ON SHEET C7.01
PROP. 2' STD. C&G (TYP.) -
SEE DETAIL ON SHEET C7.01
SETBACK NOTES:
1. ALL FRONT YARD SETBACKS BASED ON ADJACENT
HOMES WITHIN 500' PER TOWN OF DAVIDSON VIP
ZONING REQUIREMENTS.
2. ALL LOTS FOR SINGLE FAMILY HOMES TO HAVE
MINIMUM 20' REAR YARD SETBACK.
3. ALL LOTS FOR SINGLE FAMILY HOMES TO HAVE
MINIMUM 5' SIDE YARD SETBACK AND MINIMUM SIDE
YARD SETBACKS TO TOTAL 30% OF LOT WIDTH.
LOT SCHEDULE:
WIDTH(FT) QTY COMMENT
35-40 6 SINGLE FAMILY HOMES, LOTS 9-14
50-60 2 SINGLE FAMILY HOMES, LOTS 2-3
60-70 4 SINGLE FAMILY HOMES, LOTS 4-7
70-100 1 SINGLE FAMILY HOMES, LOT 1
>100 1 SINGLE FAMILY HOMES, LOT 8
PHASING:
PHASE III : LOT 1
PHASE IV: LOTS 2-14
SITE PLAN DATA TABLETRANSPORTATION IMPACT ANALYSIS
OWNER SHALL MAKE PAYMENT IN LIEU OF AFFORDABLE
HOUSING MITIGATION PER TOWN OF DAVIDSON
ORDINANCE PRIOR TO ANY FINAL PLAT APPROVAL.
AFFORDABLE HOUSING
FIRE APPARATUS ACCESS ROADS AND TURN AROUNDS
SHALL BE DESIGNED AND MAINTAINED TO SUPPORT
THE IMPOSED LOADS OF FIRE APPARATUS OF 80,000
POUNDS.
FIRE NOTES
PROPOSED PCO EASEMENT
AT PROPERTY LINE
PROP. 20' CLT WATER SANITARY
SEWER EASEMENT (TYP.)
PROP. 30' TEMPORARY
CONSTRUCTION EASEMENT
OPEN SPACE SUMMARY:
TOTAL EXISTING SITE AREA: 4.56 ACRES
REQUIRED COMMON OPEN SPACE: 10.0% (0.46 ACRES)
REQUIRED NATURAL AREA: 28,893 SQFT. (0.69 ACRES)
PROPOSED COMMON OPEN SPACE: 15.6% (0.715 ACRES)
(EXCLUDING FUTURE GREENWAY)
PROPOSED NATURAL AREA: 33,103 SQFT. (0.76 ACRES)
PROP. ACCESSIBLE RAMP
- SEE DETAIL SHEET C7.01
PROP. 15' STORM DRAINAGE
EASEMENT (TYP.)
PROP. DIRECTIONAL ACCESSIBLE
RAMP - SEE DETAIL SHEET C7.02
PROP. ACCESSIBLE RAMP (TYP.)
- SEE DETAIL SHEET C7.01
PROP. DEAD END STREET BARRICADE
(TYP.) - SEE DETAIL SHEET C7.02
PROP. DIRECTIONAL
ACCESSIBLE RAMP (TYP.)
- SEE DETAIL SHEET C7.02
PROP. CROSSWALK STRIPING
(TYP.) - SEE DETAIL SHEET C7.04
PROP. 24" WHITE STOP BAR
- SEE DETAIL SHEET C7.04
PROP. CAST IN PLACE
RETAINING WALL (DESIGNED BY
OTHERS) - SEE GRADING PLAN
SHEET C4.01 FOR MORE INFO.
PROP. GUARDRAIL AT TOP OF RETAINING
WALL (TYP.) - SEE DETAIL SHEET C7.02
PROP. ACCESSIBLE RAMP (TYP.)
- SEE DETAIL SHEET C7.01
PROP. FIRE HYDRANT (TYP.)
PROP. 10' X 35' SIGHT
TRIANGLE (TYP.)
PROP. 10' X 35' SIGHT
TRIANGLE (TYP.)
PROP. SEGMENTAL BLOCK RETAINING WALL
(DESIGNED BY OTHERS) - SEE GRADING
PLAN SHEET C4.01 FOR MORE INFO.
PROP.45° STREET PARKING
(TYP.) - SEE DETAIL SHEET C7.02
10' S
ID
E S
ET
BA
CK
5' S
ID
E S
ET
BA
CK
(T
YP
.)
5' S
ID
E S
ET
BA
CK
(T
YP
.)
5' S
ID
E S
ET
BA
CK
(T
YP
.)
10' FRONT
SETBACK
20' REAR
SETBACK
PROP. PEDESTRIAN STREET LIGHTING FIXTURE (TYP.)
- TO BE SELECTED BY OWNER IN ACCORDANCE WITH
THE TOWN OF DAVIDSON PLANNING ORDINANCE
SIDEWALK EASEMENT WIDTH VARIES
PROP. PEDESTRIAN CROSSWALK
(TYP.) - SEE DETAIL SHEET 7.01
PROP. PERMANENT BMP MAINTENANCE
ACCESS (PCO) ESMT. AT PROPERTY LINE
PROPOSED 20' GREENWAY EASEMENT AND FUTURE
PROPOSED GREENWAY SHOWN ON THESE PLANS ARE PART
OF PROPOSED TOWN OF DAVIDSON PROJECT TITLED:
"RANDALL R. KINCAID GREENWAY", BY DEWBERRY ENGINEERS
INC. SEE SHEET C0.02 FOR ADDITIONAL INFORMATION.
PROP. ACCESSIBLE PARKING SIGN
(TYP.) - SEE DETAIL SHEET C7.05
PROP. 7'
SIDEWALK
EXIST. 10' PEDESTRIAN
ESMT. PER MB.:50 PG.:232
EXIST. 10' PEDESTRIAN
ESMT. PER MB.:50 PG.:232
PROP. PERMANENT BMP MAINTENANCE
ACCESS (PCO) ESMT. (TYP.)
10' FRONT SETBACK
PROP. FIRE HYDRANT (TYP.)
PROP. 1' CONCRETE
RIBBON CURB
PROP. TRANSITION 2' STD.
C&G TO 2'-6" STD. C&G (TYP.)
PROP. TRANSITION 2' VALLEY
C&G TO 2'-6" STD. C&G (TYP.)
PROP. CLT WATER ESMT.