HomeMy WebLinkAboutVAML Approved Preliminary Plan 10.18.2019 -signedTYPICAL EXAMPLES OF WHEELCHAIR RAMPS
LOCATIONS WHEN CROSS ROAD DOES OR
DOES NOT HAVE SIDEWALKS
DI A7A
:,.:
-ING
5' TYP
NOTE: USE THE METHOD SHOWN ABOVE WHEN
OBSTRUCTIONS, ARE NOT TO BE REMOVED
WHEELCHAIR RAMPS AT INTERSECTIONS
NTS
g
60' RIGHT-OF-WAY
NOTES:
1.
TOPOGRAPHY AND TREE SURVEY COMPLETED BY PORT CITY LAND SURVEYING P.LLC.
DENSITY
16'
16' 5' SIDEWALK
2.
STREET LIGHTS TO BE INSTALLED.
5'-0 24'0" 2'
6' 5' S' 2% MAX SLOPE
3.
ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
PHASE
2E
3:1 SLOPE
4.
ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.
# OF LOTS
31
1/4"/Fr1/4"/Fr
5.
10' NON -MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE.
RECREATION ARE REQUIRED
0.43 AC
z
o
6.
THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER
PASSIVE RECREATIONAL AREA PROVIDED
5.75 AC
1
FACILITIES AND RECREATION AREA.
ACTIVE RECREATIONAL AREA PROVIDED
1.12 AC
(( �0 8" ABC STONE BASE
9.5A NCDOT ASPHALT
7.
SUITABLE MATERIAL SHALL BE USED ON ANY LOTS THAT ARE REQUIRED TO BE
CLASS 4 SOILS DISTURBED
N/A
�1-1/2"
PROPOSED SEE DETAIL
WATER MAIN
SAN P SEWER
8.
NO PARKING ON STREET ANYTIME' SIGNAGE SHALL BE PROVIDED.
TOTAL GROSS AREA
19.25 ACRES
TYPICAL ROAD CROSS-SECTION
60 R/W
9•
PROJECT NOT LOCATED WITHIN 100-YR FLOOD ZONE PER FIRM MAP NUMBER
TOTAL NET AREA
19.25 ACRES
3720316900J DATED APRIL 3, 2006.
DENSITY DU/AC
1.61
NTS
10.
NO PARKING OBSTRUCTIONS OR GATES WILL BE ALLOWED WITHIN THE PUBLIC
I /
RIGHTS -OF WAY.
11. PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS.
12. WATER AND SEWER ARE PUBLIC. WATER WILL BE PROVIDED BY AQUA. SEWER WILL BE
PROVIDED BY CFPUA.
13. EXISTING POSTED SPEED LIMIT: 25 MPH; DESIGN SPEED LIMIT: 30 MPH.
14. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
15. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY.
16. ALL STEEL AND IRON PRODUCTS WHICH ARE PERMANENTLY INCORPORATED INTO THIS
PROJECT SHALL BE PRODUCED IN THE UNITED STATES.
17. CONSERVATION RESOURCES DO NOT EXIST WITHIN PHASE 2E.
18. THIS SECTION SHALL NOT BE A GATED COMMUNITY.
19. DETACHED SINGLE-FAMILY DWELLING UNITS CANNOT BE CLOSER THAN 10 FEET FROM
ANOTHER DETACHED SINGLE- FAMILY DWELLING
OT4- � To W Soc(T T I
SITE DATA
DEVELOPER
AFTEW PROPERTIES, LLC
SITE ADDRESS
5700 GARRETT LEA PARKE
NHCo. PARCEL No.
R07600-006-012-000
ZONING
R-15 RESIDENTIAL DISTRICT
USE
RESIDENTIAL
TOTAL TRACT AREA
19.25 ACRES
DISTURBED AREA
13.5 ACRES
LATITUDE & LONGITUDE
34'7'55"N 77'54'09"W
TOTAL # OF UNITS PROPOSED
31
# OF BEDROOMS PER UNIT
3
AVERAGE LOT SIZE
112834 S.F.
RECREATION SPACE REQUIRED
0.03x14.25 = 0.43 AC.
PASSIVE RECREATION SPACE PROVIDED
5.75 AC.
ACTIVE RECREATION SPACE PROVIDED
1.12 AC.
IMPERVIOUS AREA
LOTS (31 x 5,000 SF/LOT)
155,000 SF
ROADS
40,844 SF
SIDEWALKS
7,389 SF
FUTURE
109,845 SF
TOTAL IMPERVIOUS AREA
313,078 SF
SOIL TYPES
Le-LEON SAND
Ly-LYNN HAVEN FINE SAND
UGEND
SS
PROPOSED SANITARY SEWER
w w
PROPOSED WATER
SD - 9D
PROPOSED STORM DRAIN
PHASE LINE
PROPOSED SIDEWALK
W W y
EXISTING WETLAND
PASSIVE OPEN SPACE
'✓� �� r '�
ACTIVE OPEN
SPACE
OWNER & DEVELOPER:
AFTEW PROPERTIES, LLC
OR. ARNOLD SOBOL, MANAGER
2020 S. CHURCHILL DRIVE
WILMINGTON NC 28409
PHONE 1 (910) 762-2020
EMAIL lobos28403000I.Com
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CURVE
RADIUS
JARC LENGTH
CHORD BEARING
CHORD LENGTH
C3
340.00'
10.17'
S 1016'09„ E
10.17'
C4
280.00
21.72
S 07*1124 E
21.72
LINE
BEARING
DISTANCE
L27
S 64'19 43 W
52.01
L28
S 55'02 29 W
22.21
L29
S 72'42 02 W
25.92
L30
S 54'09 41 W
43.60
L31
S 80'5311 W
39.81
L32
N 8115 55 W
69.33
L33
S 6516 36 W
119.88
L34
N 75'30 24 V
35.96
L35
N 08'55 28 W
27.62
L36
N 0319 57 E
16.81
L37
N 65'50 47 E
35.05
L38
N 42'04 57 E
33.83
L39
N 33'3616 E
33.27
L40
N 47'05 51 E
35.04
L41
N 32'0217 E
32.72
L42
N 31*30'22D E
22.80
L43
N 27'07 39 E
40.51
L44
N 201149 E
27.08
L45
N 08'2316 E
42.65
L46
N 13'38 53 E
30.29
L47
N 04'55 29 W
26.34
L48
N 18'29 56 W
28.25
L49
N 08'29 47 W
53.42
L50
N 30'37 54 W
34.69
LINE
BEARING
DISTANCE
L51
N 2617 52 W
19.95
L52
S 80'3515 W
60.00
L53
S 71'24 00 W
25.58
L54
S 63106 52 W
30.97
L55
IS 46*2211 W
35.23
L56
S 45'08 38 W
32.79
L57
S 56'55 39 W
31.32
L58
S 70'42 00 W
28.98
L59
N 66'2116 W
36.94
L60
N 551917 W
22.58
L61
I N 74'00 05 W
34.90
L62
I N 80*0311 W
23.78
L63
N 46'1713 W
14.67
L64
N 11'25 57 W
59.29
L65
N 04'37 32 E
21.85
L66
N 05'27 O6 W
31.93
L67
N 49'20 58 W
30.92
L68
N 721121 W
22.33
L69
S 79'44 40 W
45.52
L70
S 55'0125 W
33.68
L71
S 83'50 49 W
37.14
L72
IN 63'4150 W
35.43
L73
S 57'33 43 W
46.54
L74
IS 50'44 03 W
49.44
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IIF N
\_ \ 352 '• ••� �- - .. - --- - , \ 1 N/F N/F N/F WARD JOHNATHAN G
- - a- SPI1lAY EL-�30 - _.. / N/F I LOT 7 L07 5
�� PRDPOM) �f OE1IX11011 6A�i� \ VARNUY GLEy F A NEWS H D LOT 1�5� B ` \ KAISER GE oARD 1C JOAN A
GALLOWAY GLEN II HOLLY LOT 9
Z 10P (F 2 \ LOF`17 LOT 13 1 I
1
lOP OF AIED SNEIf 20.0 I
PE10141BIf POOL lao
PETERSON DAVID R SANDRA S \ \ I I
PROPOSED Tf OE1E111111 BILSN N0. 1 \ = F>�HAg Y plEN y-1&01 0 LOT 19 `
" r _ 110
TOE' OF BAN(140 0 Fmmy smww 15.0-16.0
1E1pORNtY Paa)d
' PERLIAIENi t0 _ -
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1'
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LOT 27 LOT 25 Lflf,23 ` LOT 21 1 (T
1 / yND C
REVISIONS
l " Da{e Description By
N
9 9.18 COMMENTS JET
R1 TRC
10.9.18 COMMENTS JET
R
LOCATION MAP
N75
BAR SCALE II
.001 100,0.
CERTIFICATE OF APPROVAL
NEW HANOVER P NI DEPT.
Zola
ATE PLAN I
300'
V 1
Z
Fi
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S E A L
S17374 QCL
'/7/111111111\\
DATE 07-16-19
• DESIGN PGT
DRAWN JET
c I
SHEET 1 OF 1
18012
TREES TO BE REMOVED:
TREE INVENTORY
NUMBER
OF TREES
TYPE OF
TREE
TREE SIZE
1
OAK
10"
6
PINE
12"
4
PINE
13"
1
PINE
14"
12 TOTAL TREES TO BE REMOVED
NO SIGNIFICANT TREES TO BE REMOVED
274
275
00- '�
do
273
NOTES:
1.
TOPOGRAPHY AND TREE SURVEY COMPLETED BY PORT CITY LAND SURVEYING P.L.L.C.
DENSITY
2.
STREET LIGHTS TO BE INSTALLED.
PHASE
2E
3.
ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
4.
ALL IMPERVIOUS AREAS ARE TO DRAIN TO THE ENGINEERED STORM DRAINAGE SYSTEM.
# OF LOTS
31
5.
10' NON -MUNICIPAL EASEMENT ALONG ALL STREET FRONTAGE.
RECREATION ARE REQUIRED
0.43 AC
6.
THE HOA WILL BE RESPONSIBLE FOR THE SIDEWALK MAINTENANCE, STORM WATER
PASSIVE RECREATIONAL AREA PROVIDED
5.75 AC
FACILITIES AND RECREATION AREA.
ACTIVE RECREATIONAL AREA PROVIDED
1.12 AC
7.
SUITABLE MATERIAL SHALL BE USED ON ANY LOTS THAT ARE REQUIRED TO BE
CLASS 4 SOILS DISTURBED
N/A
FILLED.
TOTAL GROSS AREA
19.25 ACRES
8.
'NO PARKING ON STREET ANYTIME' SIGNAGE SHALL BE PROVIDED.
TOTAL NET AREA
19.25 ACRES
9.
PROJECT NOT LOCATED WITHIN 100-YR FLOOD ZONE PER FIRM MAP NUMBER
DENSITY DU/AC
1.61
3720316900J DATED APRIL 3, 2006,
10.
NO PARKING, OBSTRUCTIONS, OR GATES WILL BE ALLOWED WITHIN THE PUBLIC
RIGHTS -OF WAY.
11.
PARKING TO BE LOCATED WITHIN PRIVATE DRIVEWAYS.
12.
WATER AND SEWER ARE PUBLIC. WATER WILL BE PROVIDED BY AQUA. SEWER WILL BE
PROVIDED BY CFPUA.
13.
EXISTING POSTED SPEED LIMIT: 25 MPH; DESIGN SPEED LIMIT: 30 MPH.
14.
THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
15.
ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT-OF-WAY.
16.
ALL STEEL AND IRON PRODUCTS WHICH ARE PERMANENTLY INCORPORATED INTO THIS
PROJECT SHALL BE PRODUCED IN THE UNITED STATES.
17.
CONSERVATION RESOURCES DO NOT EXIST WITHIN PHASE 2E.
18.
THIS SECTION SHALL NOT BE A GATED COMMUNITY.
19.
DETACHED SINGLE-FAMILY DWELLING UNITS CANNOT BE CLOSER THAN 10 FEET FROM
ANOTHER DETACHED SINGLE- FAMILY DWELLING
20.
BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL DEVELOPMENT SHALL
SETBACK NO LESS THAN 20 FEET FROM THE ADJOINING PROPERTY LINE
SS PROPOSED SANITARY SEWER
W W PROPOSED WATER
SD So PROPOSED STORM DRAIN
PHASE LINE
'•` {.�' PROPOSED SIDEWALK
EXISTING WETLAND
PASSIVE OPEN SPACE
ACTIVE OPEN SPACE
2°PINE EXISTING TREE
l� TO BE REMOVED
SYCAMORE G VELLI
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10,
\` ;\, ''. V`'• ` Z F_- ^ \\\C'\ \, \- 1 2 9 5 / aVT 11 932SF . ;
\\ \ , a
\w ��\ R6 285 . �. 12,870SF /� -o s66. 0.27AC a
. 13 534SF -" 0.30AC 0.32AC 284 ' �
0.31 AC y
11,448SF �' 7S6S /°' ,��/ = r ✓
283
N 0.26AC ,- ,;� 14,118SF .\.;\ 292 294
, ,__ ✓ _ y ry ,.r
\. � 11,133SF y z /=I 0.32AC _o \ `` %� 01AC F ssf� 11,850SF / / ..rr w FUTURE
31 \�\\ ` " 'W '� \\\ ` R �9 ? 0.26AC z n s2�„ 0.27AC �i S 305
_�
11,846SF = DEVELOPMENT
\" • ` \ '� _ L=112.34 '' �' aJ �o o /h - off/ 9o3h 0.27AC
L32 L31 282 .oG '�4a._'"R=480.00 l 3� ls� �ry �' 293 ��BS / Av
13 019SF-
\�/ 000 R= _ \ O.30AC PHASE E 2 C - R- �� �'5, 25"W �48p 10'X70' SITE TRIANGLE 306
5 :. N
R=420.00 o g / ` p �e�/c\ 12,484SF
/ t = �,���' L_11L + _ R=420. �0 /,1� =:op0 / �� / °�32� 0.29AC
281
279 280 i - ti o. _ 79.5 1��� /�.' zo,�`,
278 r 318�� . ` 20 �Q .. 9 00 b
'�� z W ���86 �80 . 3 2 / 307 \
�o 0 5opm 10601SF�� z \ ° , /
C 11,787SF319 0.24ASTOP SIGN
i
8 270SF %/ N o \ ���,��/ + ss� 0.27AC
d.19_AC
10'x70' STTE;�+RIANGLE
272
271
CURVE
RADIUS
JARC LENGTH
ICHORD BEARING
ICHORD LENGTH
C3
340.00'
10.17'
IS 1016'09" E
10.17'
C4
280.00
21.72
S 07'1124 E
21.72
LINE
BEARING
DISTANCE
L27
S 6419 43 W
52.01
L28
S 55'02 29 W
22.21
L29
S 72'42 02 W
25.92
L30
S 54T9 41 W
43.60
L31
IS 80.5311 W
39.81
L32
I N 81.15 55 W
69.33
L33
IS 6516 36 W
119.88
L34
I N 75'30 24 W
35.96
L35
IN 08'55 28 W
27.62
L36
IN 03'19 57 E
16.81
L37
IN 65'50 47 E
35.05
L38
IN 42'04 57 E
33.83
L39
IN 33'3616 E
33.27
L40
I N 47'05 51 E
35.04
L41
I N 32'0217 E
32.72
L42
IN 31'30 22 E
22.80
L43
IN 27'07 39 E
40D
L44
IN 201149 E
27.08
L45
I N 08'2316 E
42.65
L46
IN 13'38 53 E
30.29
L47
IN 04'55 29 W
26.34
L48
IN 18.29 56 W
28.25
L49
I N 08'29 47 W
53.42
L50
I N 30'37 54 W
34.69
LINE
BEARING
DISTANCE
L51
N 26'17 52 W
19.95
L52
S 80*3515 W
60.00
L53
S 71'24 00 W
25,58
L54
S 63'06 52 W
30.97
L55
S 46'2211 W
35.23
L56
S 45'08 38 W
32.79
L57
S 56'55 39 W
31.32
L58
T 70'42 00 W
28.98
L59
N 66'2116 W
36.94
L60
N 551917 W
22.58
L61
N 74'00 05 W
34.90
L62
N 80*0311 W
23.78
L63
N 461713 W
14.67
L64
N 11'25 57 W
59.29
L65
N 04'37 32 E
21.85
L66
N 05'27 06 W
31.93
L67
N 49'20 58 W
30.92
L68
N 721171 W
22.33
L69
S 7944 40 W
45.52
L70
S 55'0125 W
33.68
L71
S 83'50 49 W
37.14
L72
N 63'4150 W
35.43
L73
S 57'33 43 W
46.54
L74
S 50*403n W
149.4
'CN 317 'y /
II m
320 a o 9 813SF 316 ��, W 308 9 `� ! - `� . 11 024SF y '
9,72AC o 0.25AC \\`° ° 10,818SF y'
a 0.22AC - �� "\ \ N6438 �'6� 0.25AC
321 j �65r,. ? 16 68 0.46 \\\� \ . ;.\ S : \ 12.69 315 �� •. �s o5� z e �,�` �.
-L71 \� \ `` 2.41 ti 11,528SF �o �o
o rr 0.26AC
3 0 9 ''�'°''
Pa N1Q16 �9\ h
nr �. 1510 \\ \ \ 13,507SF ,
- N55'0125 .� �� �� m 0.31AC �.
322 - w v N83'50'49"E 4�.47 w� 42'@1 W \ \
w - „ '37.14 TOT 14t4Q '- `'�y :� .\ ��:� sod ��'��' 314 .���� \�� CLUSTER BOX
S63.41'50E (' \ \ 12,215SF \ o '
50'44'03" y35.430 [6 LOCATION
49.44 /31
\
H51*3343 E , ` N59'16 57 W
w 46.54(TOTAL PHA E 2 C 14.85 r ��� �5S 11, 643SF \ l •3� �l ... - ' N ` ,
w s �5 0.27AC v
19
N48` '7' W ,
22.97 N'
TOTAL
( ) N3610'24'W-
i \ • \ + z i
341 I449�2'28 W �RAIE - w d
9 .21.TOTAL ..�. \\\\ \�, I I"-... b y w
SITE PLAN - \� )IPE,q► :�A. ► m 'PHASE 2D
BAR SCALE 1 „60 A. Acres
40,392 S.F.
3 1 2 w,
I '
I
_ - L62`'�'' J
L61 I I y W
60' 30, 0' 60' 120' 180'
ti REVISIONS
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///l11111111���
DATE 07-16-19
DESIGN PGT
DRAWN JET
T I
SHEET 1 OF 1
18012