20190324 Ver 1_RUTHERFORD IMPACT MAPS_20190312

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I ANDREW L. OAKLEY I I 1 / � \ - / y \ � \
\ 1 & PEGGYD. OAKLEY / / / / / N/F
\ N74 2058E - - I - \ \ R NSDELL PARK I 'I
N87°09'58'E PIN: 0689 42-0070 7.14' - _ \ / / \ \ I \ / BDIVISION / \ ^ \ \ \ I I
!' (CL CREEK TO IPF) DB 12453 PG 1322 I lV/F + \
BM 1995 PG 1198 STEPHEN JONES N/F I l \ \ - \ j \ BM 1994 PG 1155 I I - \ EL \ \ f I
/ _ \ \ \ - RANSDELLl�4RK ) I 1
° &JOANNA M. JONES TIMOTHY_. BATEY& / _ i I \ I \ PHASE2
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PIN: 0689-41-1812 I DA� L. BA Y - - �
3 (IRF TO CL CREEK --BB �?S PG4A80 PIIS/ 0689 4 1-1529 I „ _ _ _/ / \ I \ \ SUBDIVISION
( ) L8 �' J I 1 BM 1994 PG 844
/ ' \ DB 6600 PG 898 / JAMES A. PATTERSON & \ / l 1 / \
1 \ r BM 1995 PG 1128 N85°19'03"E ( ( / \
L4 �' N64 2533 E I BRADLEYM. PATTERSON
L 1� - ° 15.45' 8.15'PIN:
0689-41-0142 LOTS 1 `
N/F - I 15 i ^ " \ DB 6197 PG 286 _ - \ \ EOT 9
EW L. OAKLEY \ _ I 335 L ` < BM 1995 PG 1128 / \ _ _ / / \ LOT 25 \ ) I I
& PEGGY D. OAKLEY L 11 \� : \ X79 / 3- L25 - _ _ I / ) - I
PIN: 0689-32-8197 O \ I .` 16 L 18 / LZ \� - - _ / \ \ - , EXI.ST/NG 10'
\ DB 10677 PG 2333 \ I \ \y1 L22 - _ DRAINAGE EASE%/ _UE - -
\ II
BM 1994 PG 1155 �/ \ - �� N/F
WETLAND W1 \ J HARDIE B%TR JOHNSON
� S55°50'10"W I � r ) � � /
\ \ 1 \ - - ^ - - / r \ �.& KAREN L/TR JOHNSON
1 _ _ 40' HERITAGE TREE \ 24'98 - , - - - N/F v -
\ - PERIMETER BUFFER - I \ SA RAHMILLERJOYCE �I \ KEVIN P/WEITZEL 16781-
\ ° I L36\ I STREAM A & CHAD BRANDON JOYCE / \ PIN: 0689-30-7380
`
---340. PIN: 0689-30-756 _ / DB 16987 PG 1618 � ` � _
\ _ ` \ 3 ^ DB 1 582 �G T488 EXISTING 10' / SOT 26 \ \
�/F - - _ _ \ 50' NEUSE\ - - \ ��� L40 , - 325- - \ \ .� GAS MARKER DRAINAGE EASEMENT
DOROTHY✓. LANGLEY I ` � - - \ � RIPARIAN BUFFER \ \ � � / BM 1994 PG 844
& JOHNNY M. LANGLE _ I ` \ \ \ \ - - \ \ �� L45- \ L5 \ l / / _ - N/F /
PIN: 0689-32-7116 l�' � � \ \ > � � � \ � ��� _ - _ � � - � - � _ - � BRIAN HEYEL \
\ DB 15815 PG 0999 M p I �3QS \ \ I L4Z t� cr J - & BMBrJRA HEYEL
BM 1989 PG 1415 \ \ -
n N I- - - - ^ \ ` \ \ ` ^ \ I \\ \ / 0 v 6 L55 ° LSA - - i = ° 1 9= -`- _ _ DB 16270PG\1290
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m \ \ \ - / \
dim \ \ \ \ �` STREAM B _ - _ - - 330- \ - STREAM A
WETLAND W3 \ f
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I \ DAVID H. CO TON SR. - \ ` / ? '
EVON T. JORDAN � \ _ r / / 50' NEUSE F /
& WILLIAM F I \ P/N: 0689-31-4428 - \ �I \ _ _ / < ,�l l - r RIPARIAN BUFFER , 1 I
JORDAN m A v DB 14372 P� 1071 v _ 1 `
PIN: I \ BM2011 PG2�7 ` LOr27 v
0689-32-3054 1 \ v V 1 O v �r \ < I v \
I �B 15680 PG 1628 I \ \ �1 �� / D0 \ t \ _ ^ _ - _ \ � 1\ \ \ -
X11991 PG 667 1 / \ \ \ WETLAND W2 3 FENCE TO BE -REMOVED , i �! _ _ _ - / �� I \
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I �
GAS MARKERNIF
LIGHTPOLE \ I ^ ✓ �\ \' \ \ 1 ) CHRIZTIEANN
\ 1 \ \ \ �� EXIST/NG PL \ \ \ c I \ I WEATHERL�' ^ N/F
\ o o / \ \ TO BE DRA/NED \ \ - J r `� J PIN: 0689-39-5541 I \ HOWSQN RIDGE
/ 1 P%N: 0688 -?\9-3256
o� � / DONNA H. COTTON � \ \ \ M� j ` 2 -�' � � =„ ,_ •� � \ DB 6766 PG 141
FIRE DRANT \ \ _ '/ 2 \ 1 -�` _ _ _ _ _ I I D816937PG-0122
\ PIN: 0689-30-1653 \ .� \ / M I \ BM 1985 PG 11 �I \
\ 1 I TIMMONS GROUP CONTROL PF #1 \ \ \/ DB 14372 PG 1077
4-1 \\ I P.O.B. TRACT 5 POINT OF SITE LOCALIZATION BM 021 PG
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5/8'lRS W/ CAP \ f \ / -
.\ \ TO BE
NC GRID NAD 83 (2011) COORD/NATES-
WA�E^I��ALVE NORMIgG. 691,811.06' ` \ - - J \ 1 \ ` \ ~ �QVED
FAST/NG: �? 0$3, 071.72'
/ 9o, 4 \ / \ i BARN > I \ \
350 - - _ \ /STING ^ \ / �� NON -JURISDICTIONAL I I -
`�6/ z POND 1 / \ I I
/ \ \_, \ \ \ 1AS LINE 335` \
° dyo WATER \ ^ BARN - ^ \ ` s r X X X� - J) 1 - S1 °0 40"W \
\S872352"WI \ \ \ �__ 'IANQ0LE J 1 i a \ \- 1 \l_ _ 86.14'-X-86.11'-0 -/ -
\ \ 64.83' (TIE) \ \ �\ j \ _ - - I \ \ �60, UKF F l ' / a\
1 / R/Gy- `�Gy E `------- /
30" OA 355 p O,c \� t 1
TO BE 4EMOVED - 1 \` / B'Z91 PG;107NIF
c� /
RONNIE E. COTTON
N/F \ \ \ \ - \ \ A. _ \ Tn O \ P/N: 0688-29-9845
DAVIq H ­C0TTON \ ` ~ \ C�\ - 1 DB 14372, PG 1083
\ \ L \ BM 2011, PG 0527 t
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PIN: Q689-21-5608 � \ �\ dy0 � � �
I \ DB 14372 PG 1071 `'�> \
♦ 1 \ \ WATEkVALVE
♦1 \\ \\ \\ ° \ �\\ WATER) °\ 1- \\� \ \ ��` �_/
♦ \ N/F � _ ,
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\ DAVID H COTTON SR
♦ \ l \ & DARLENE M COTTON \ \ \ ,\tet O \ \ Z COMPANY \ 4 I t Ix I\
\ \ 50' RIGHT OF WAY w Z \ 1
\ \ PIN: 0689-21-7585 \ \ 40, r �� / O w w \
<)B 6216 PG 06 \ S ;HF DB 8175 PG 2335 h \ < I
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LINE TABLE
LINE
BEARING
LENGTH
Ll
N87°09'58E
95.94'
L2
N87°0958'E
90.58'
L3
N87°09'58E
4.87'
L4
S8°52'36"W
11.65'
L5
S42°0153"E
23.20'
L6
SO°3854"W
37.25'
L7
S32°50 38"W
44.62'
L8
S76°1424"W
21.15'
L9
S65°1631"W
15.99'
L10
S17°0028"E
28.65'
L11
S20 44'14 "W
10.02'
L12
S12°04'09"E
10.97'
L13
S15°44'03"E
15.40'
L 14
S34'071
39.65'
L 15
S29°0424'E
36.44'
L 16
S51 °34 02"W
22.76'
L 17
S5°0904E
35.37'
L 18
S77 49 38"W
18.86'
L 19
S26°3640"W
55.76'
L20
S12°1920"E
21.33'
L21
S31 °4751 "W
46.83'
L22
S15°3828'E
58.91'
LINE TABLE
LINE
BEARING
LENGTH
L23
S27°15'31 E
45.50'
L24
S5°0852"W
52.53'
L25
S12955E
71.89'
L26
S29°0609E
53.06'
L27
S5°5953E
24.95'
L28
S29°3950"W
73.90'
L29
S42°42'07"W
42.34'
L30
SO°5124E
34.78'
L31
S27°4735"W
47.97'
L32
S30 28 38E
32.39'
L33
S43 °3400"W
45.90'
L34
S24 °13 54 E
37.26'
L35
S37°4931"W
27.78'
L36
N80 2802"W
23.35'
L37
S9°06'56"W
44.06'
L38
S18°4746"W
96.60'
L39
S22°5725"W
9.76'
L40
S73°1129"W
24.24'
L41
S39234 I "W
46.37'
L42
S12°0942"W
52.40'
L43
S19°1131'E
72.82'
L44
S15 4947E
30.91'
37t FTFR eUF F� \ , \ (D of \ \
\ FFR \ \ . / t 35' / \ ♦ \ `\ ►¢-I w ) P.O.B. TRACT 6 \ - „ - _ 15 �G t S
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PIN: 0689-21-5075 /�%j \_ --.MANHOLE
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♦ / DB 6654 PG 799 ��B 7 B�/�+ \ �/ / 1 N/F
♦ ♦\ / /7pG'� �'!/ _ - \ \ \ �i3S�, �/O \ l I DAVID H. COTTON JR. 800, °I I vi K\
♦ � \ _ � - �- - \ \ � / \ PIN: 0688-29-4874 %,q \ � � -
\/ b, DB 16194 PG 1978
LINE TABLE
LINE
BEARING
LENGTH
L45
S1°1057E
62.92'
L46
S15°5747"W
68.63'
L47
S18°3858"W
43.56'
L48
S32°0121 "W
12.52'
L49
S3'1 1'35"E
13.45'
L50
S64°0045'E
24.28'
L51
S17°1736E
27.36'
L52
S68 2046"W
51.76'
L53
S13°3031"W
46.45'
L54
S493 1'52"E
23.44'
L55
S112435E
32.69'
L56
S13°4721"W
55.94'
L57
S27 45'19'E
39.82'
L58
SO°0731 "W
164.40'
L59
S8 2724"W
138.11'
L60
S6 2151 "W
105.65'
L61
S15°13'12"W
78.63'
L62
S15°2327"W
25.70'
L63
S37°46 01 "W
49.10'
L64
S3°02'18E
52.09'
L65
S26°2949"W
48.68'
41A/� BM 2017 PG 527 \ O I 2 \ \
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C/A ♦ DONNA C KA2999 ` I
11 /� ♦ � PIN: 0689-20-2999 \ � � � � \ dyo � � W TER `� k TO BE REMOVED
S♦ /� ^ l •PB�4_V2-RG 1077 7 \� RYWANT TO BE ;. , 1 \ \I N/F \
FE ♦ GAS MARKER \ 1-ST0P;Y BARN / I \ DRUSILLA C. WILLIAXS
\ l \ \ \ / REMOVED HOUSES \ \ KARL YNNC. COBO \
\ ° \ & CALVIN U. COTTON
HEF ♦ ♦ ' - P. .B. ZRACT 7 '2F J O Q I PIN.• 0688-27-3991
LEGEND�W111111,4116 \ \8 �\ ES DB 2287 PG 385442
PROPAN
TANK
♦ \\ ` �__ �� �� N204 �\ BARN oo Mo l
TRACT
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♦\ RONNIE EVERETTE
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PIN: 0689-10-9349
DB 14372 PG 1083
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TEMPORARY
N88°5755"W
63.61'
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HERITAGE TREE NOTES: /�� ♦ / ` / \ ^ \
1. HERITAGE TREES SHOWN WITHIN PERIMETER BUFFER, PER S I I \ ' - -
\
SURVEY COMPLETED BY TIMMONS GROUP DATED APRIL 16, 2018. FF 4k S ♦ \ \
2. ALL CLEAR CUTTING MUST BE IN COMPLIANCE WITH PART 9,
ARTICLE I, ENVIRONMENTAL PROTECTION CODE, SECTION 9-1406, HFF ♦ ,
CLEAR CUTTING AND PROTECTION OF HERITAGE TREES £9 (IVN
REGULATIONS TO BE FURTHER SHOWN IN DETAIL AT THE
SUBDIVISION CONSTRUCTION PLAN SUBMITTAL
Knowwhars below.
C II bebre you did
3. THE HERITAGE TREES SHOWN ON THE PLANS ARE REQUIRED TO
REMAIN BY THE TOFV LAND DEVELOPMENT ORDINANCE. REMOVAL
OF HERITAGE TREES BY THE PROPERTY OWNER WILL REQUIRE
REPLACEMENT TREES TO BE PROVIDED AS SPECIFIED IN SECTION
9-1406 OF THE LIDO.
4. DETAILS OF THE HERITAGE TREE PROTECTION MEASURES WILL BE
SHOWN ON THE CONSTRUCTION DRAWINGS TO PROTECT ALL
HERITAGE TREES THAT WILL NOT BE REMOVED.
SCALE 1"=100'
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DATE
03/05/2019
DRAWN BY
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331
CHECKED BY
JFC
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PIN: 0689-21-7585 \ \
\ --QB 6216 PG 06
P.O.B. TRACT 6
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DONNA C KAZAN
PIN.' 0689-21-5075 /0 liYjs \
DB 6654 PG 799 /�e 7 B�/C \
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PIN: 0689-20-2999 \ \ \ \ ay0
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GAS MARKER \
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LINE TABLE
LINE
BEARING
LENGTH
Ll
N87°09 58'E
95.94'
L2
N87°09'58 E
90.58'
L3
N87°0958'E
4.87'
L4
S8 °52 36"W
11.65'
L5
S42°0153'E
23.20'
L6
SO°3854"W
37.25'
L7
S32°50 38"W
44.62'
L8
S76°1424"W
21.15'
L9
S65°1631"W
15.99'
L10
S17°0028'E
28.65'
L11
S2044'14"W
10.02'
L 12
S12°04'09"E
10.97'
L13
S15°44'03"E
15.40'
L14
S34°0703"W
39.65'
L 15
S29°0424'E
36.44'
L 16
S51 °34 02"W
22.76'
L 17
S5°0904E
35.37'
L 18
S77°4938"W
18.86'
L 19
S26°3640"W
55.76'
L20
S12°1920"E
21.33'
L21
S314751 "W
46.83'
L22
S15°3828'E
58.91'
LINE TABLE
LINE
BEARING
LENGTH
L23
S27'15'31 "E
45.50'
L24
S5°08'52"W
52.53'
L25
S12955E
71.89'
L26
S29°06'09E
53.06'
L27
S5°5953E
24.95'
L28
S29°39'50"W
73.90'
L29
S42°42'07"W
42.34'
L30
SO°5124E
34.78'
L31
S27°4735"W
47.97'
L32
S30 28 38E
32.39'
L33
S43°34'00"W
45.90'
L34
S24°1354E
37.26'
L35
S37°4931"W
27.78'
L36
N80 2802"W
23.35'
L37
S9°06'56"W
44.06'
L38
S18°4746"W
96.60'
L39
S22°5725"W
9.76'
L40
S73'1 1'29"W
24.24'
L41
S39234 I "W
46.37'
L42
S12°0942"W
52.40'
L43
S19°1131E
72.82'
L44
S154947E
30.91'
LINE TABLE
LINE
BEARING
LENGTH
L45
S 1 ° 10'57"E
62.92'
L46
S15°5747"W
68.63'
L47
S18°3858"W
43.56'
L48
S32°0121 "W
12.52'
L49
S3'1 1'35"E
13.45'
L50
S64 °00 45E
24.28'
L51
S17°17'36E
27.36'
L52
S68 2046"W
51.76'
L53
S13°3031"W
46.45'
L54
S49°3152E
23.44'
L55
SII *2435"E
32.69'
L56
S13°4721"W
55.94'
L57
S27 45'19E
39.82'
L58
SO°0731 "W
164.40'
L59
S8 2724"W
138.11'
L60
S6 2151 "W
105.65'
L61
S15°13'12"W
78.63'
L62
S15°2327"W
25.70'
L63
S37°46'01 "W
49.10'
L64
S3°02'18"E
52.09'
L65
S26°2949"W
48.68'
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DB 14372 PG 1083 Sts,
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RD&D COTTON FARM LLC
PIN: 0688-19-8726 / \
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TEMPORARY N88°5755"W \
63.61' \
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BM 2017 PG 2201
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I \ / / RIMELEV=331.54'
/ \ / ) / lNV IN = 317.35'
\ _ , \ 1 / �f' INVOUT=311.28•
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INV OUT=309.62'
ON
LEGEND a
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
POWER LINE EASEMENT
NATURAL GAS EASEMENT
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
FLOOD HAZARD SOILS
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NOTES:
1. BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED JANUARY 23, 2018.
2. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS.
3. WETLAND AND STREAM DELINEATION BY S&EC DATED FEBUARY 22, 2018.
4. FLOOD HAZARD SOILS FROM WAKE COUNTY GIS DATED APRIL 2018.
5. THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP
#3720068900J AND 3720068800J, WITH AN EFFECTIVE DATE OF MAY 2, 2006.
6. PER WAKE COUNTY GIS, THIS SITE DOES CONTAIN FLOOD HAZARD SOIL LOCATIONS.
AFTER PRELIMINARY APPROVAL, FLOOD HAZARD AREAS SHALL BE DELINEATED
AND/OR EVALUATED TO DETERMINE IF A FLOOD STUDY WILL NEED TO BE
CONDUCTED. THE APPLICABLE FLOOD STUDY STANDARDS PER TP -02-01 SHALL BE
FOLLOWED AND A COPY OF THE RESULTS SUBMITTED AT THE TIME OF
CONSTRUCTION DRAWINGS.
HERITAGE TREE NOTES:
1. HERITAGE TREES SHOWN WITHIN PERIMETER BUFFER, PER
SURVEY COMPLETED BY TIMMONS GROUP DATED APRIL 16, 2018.
2. ALL CLEAR CUTTING MUST BE IN COMPLIANCE WITH PART 9,
ARTICLE I, ENVIRONMENTAL PROTECTION CODE, SECTION 9-1406,
CLEAR CUTTING AND PROTECTION OF HERITAGE TREES
REGULATIONS TO BE FURTHER SHOWN IN DETAIL AT THE
SUBDIVISION CONSTRUCTION PLAN SUBMITTAL.
3. THE HERITAGE TREES SHOWN ON THE PLANS ARE REQUIRED TO
REMAIN BY THE TOFV LAND DEVELOPMENT ORDINANCE. REMOVAL
OF HERITAGE TREES BY THE PROPERTY OWNER WILL REQUIRE
REPLACEMENT TREES TO BE PROVIDED AS SPECIFIED IN SECTION
9-1406 OF THE LDO.
4. DETAILS OF THE HERITAGE TREE PROTECTION MEASURES WILL BE
SHOWN ON THE CONSTRUCTION DRAWINGS TO PROTECT ALL
HERITAGE TREES THAT WILL NOT BE REMOVED.
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• �f7�WA�LFOAKLEY I I C9 CIVN
&PEGG)"IIII KLEY I / / RANSDNIF
ELL PARK SETBACKS TABLE Nook I
PIN. 0689-42 7
DB 12453 PG X0
1322 •I ALIF
STREETTYPE
LENGTH (LF)
/ SUBDIVISION
OZARK STREET
•
- BM 1995 PG 1198 • STEPHEN JONES
N/F
I
BM 1994 PG 1155
�
N/F
RANSDELL PARK
• •& JOANNA M. JONES
P1/r0 jq9- 1-1812 I
TIMOTHY R. BATEY &
DARA L. BATEY
• •
• • • • • • • • • • •
TYPE 7 RESIDENTIAL COLLECTOR
SUBDIVISION
DA
DB 2223 FG S8* • • 1 _
PIN. 0689-41- �2� •
• •
I • • N/F
•
/
BM 1994 PG 844
/ RETAINING WALL, • •
• OBR6�
•
• JAMES A. PATTERSON&
/
WINNIPESAUKEE LANE
BY OTHERS
• • • BM 1995 PGG 1 112128
• • BRADLEY M. PATTERSON
FLATHEAD PLACE
TYPE 6 MINOR RESIDENTIAL STREET
_
- -\� 1 '
50
• PIN: 0689-41-0142 END OF THE ROAD
I
�� • • DB 6197 PG 286
Lore
LOT 9
462
a_
SCALE 1"=100'
0 100' 200'
N/F • • • MARKER SIGNS - -
•• • 7 �1 �9�PG 1128 LOT25
�I��AKLEY 1 %
• 46PWGGYD. OAKLEY i • • y ��� �_ 17, '- • • • SEE SHEET C13.1 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
PIN: 0689-32-8197 ;_ �� mop • • DETAILS 060.12 & /
DB 10677 PG 2333 •• 060.13 TOWN OF FUQUAY VARINA AND NCDOT STANDARDS,
r • N/F • - ` /
• _ _ - _ \ SPECIFICATIONS, AND DETAILS.
• \ HARDIE B%TR JOHNSON
OS 5 `;_'1 � I �..r • • &KAREN L/TR JOHNSON
\ 10244 SF 71 71 ACF t��9' F�� \ \ • • • N/F N/F PIN: 0688-39-8903
\ I
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0 I • • • • • • • • • • • • •
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r - I d. 8 7920 SIF • / N/F
& JOHNNY M. LANGLEY r� - - R • •/ • • • • • • _
8100 SF 0.18 AC • •�� BRIAN HEYEL
PIN. 0689-32-7116 155 159 0.19Ac \ - \� f RETAINING WALL, / • • • • •
DB 15815 PG 0999 I I �� _ i i \ _ _ - - - - _ • • 50' NEUSE • •& BARBARA HEYEL
BM 1989 PG 1415 8672 SF 10729 SF 172 \ \�, l �� BY OTHERS
I 0.20 AC 0.25 AC 1 1 s_ RIPARIAN AIN 689-39-6778
.`I 111111111 1111111111111 7920 SF / / I -` s_�- BUFFER
o.1saC _� � _ - - DB 16�O�G 1290
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\ 153 Hq 7620 sF 0918 AC TURNAROUND AND BY OTHERS 97 96 �� / \ - ``� • • • • •
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8482 SF
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& WILLIAM F. / 146 NE 91
JORDAN 111 I 0720 AC :) 0.17 AC / 6625 SF 145 / AO P� F 998833 SIF ( / 31 • I
PIN: _ 0 0.15 AC / / / 0.23 AC 18517 SF • LOT 27
0689-32-3054 Q 0915 AC 144 / / / / 0.43 AC • • •
B 15680 PG 1628 150 LL 6625 SF 4 100 •
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I lJ l \ 0.15 AC \ \ \ 2777 8 F \ \ \ \ 99
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� u \ 0.18 AC 169 111 0.29 AC 0.17 AC os, s Ac IF
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136 31 SIF
0.20 AC 750E BY OTHERS9462 SIF
139 / \ .1\c 112 0.22 AC RETAINING WALL, 0.17 AC 1006600 SF
8700 S / 32 30 I
F 0.17 AC 9303 SF BY OTHERS I
0992 SIF
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I � 140 / 168 � ` � 0.21 AC I I � 9U / \.15 AC 2o.as Ac
_ 0.15 AC 9749 SIF
- 6678 SF 141 7500 SF1 13 \ 0.22 AC
0 135 0.15 AC 66778 sF 142 0.17 AC 8368 SF \ / 33 I N/F /
/ \ 0.19 AC / 7500 SF
8711 SF 0
PAVEMENT IDENING 0.20 AC 0.15 AC/ 7804 SIF 114 OZARK STREET gq 0.17 AC \ I I CHRISHE LY /
\ WEATHERLY N/F
TAPE & ARKINGS - _ 0.16 Ac 9189 SF 7500 SF 29 PIN- 0689-39-554 HOWSON RIDGE
121 0.21 AC 0.17 AC / / 14489 SF DB 6766 PG 141 PIN .• 0688-39-3256
SEE EET C13.3 7741 SF / \ c4fo�NA 75008E 0.33 AC DB 16937 PG 0122
' 134 0.18 AC 120 / 115 \ P H S 4 OPER l \ I I BM 1985 PG 1174
DE ILS 060.14 12462 SF 6625 SF 119 O I $$ SD,R7G 7/NG GG \ .17 AC I
0.29 AC 133 0.15 AC
8870 SF 7500 SIF l4i yTQF l 28 I
\ 6625 SF 118 117 0.20 Ac 108 107 106 105 104 0.17 AC y
\ 9911 SF 0.15 AC 7093 SF \
\ 0.39 AC /
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7110SF 0 2335 C' 7500 SF
0.16 AC 0.19 AC 0.15 AC 0.16 AC 0.17 AC 0.16 AC 6625 SF $2 87 �� 0.17 AC RETAINING WALL, I
132 / A / � 10 23 AC 116 \ 109 � I ' /
7887 SF 131 / /� % _ _ - 0.15 AC 7741 SF
� 0.18 AC 7312 SF 9082 SF
7881 SF 130 `F %� 0.17 AC 0.21 AC 0.18 AC
7507 SF / �/ BY OTHERS 27 I
0.18 AC / 0 S 'YO
` \ 0.17 AC �( -14-
7876
4- / 36 O 17697 SF /
\ \ 7876 SF 129 �R/
0.18 AC / v4F 75 V 7g0 RiG,y 'ERGs 7500 SIF 2 0.41 AC I
` \ 8464 SF 128 110 RETAINING WALL, 0 �B 7j P F_ qY l \
8491 SF 86 2y li(/ 0.17 AC % 1
F�\ 0.19 AC / 0 / 0.19 AC 7061 SF BY OTHERS 7500 SIF
` 8434 SF 127 0.16 AC ]] I ]$ I 0.17 AC //r / Y 0
\ 0.19 AC 0 / \ 76 I 0 79 ' Q 7739 SF 25 / r
7500 SF / 6625 SF 24 /
S 7805 SIF 126 / 6974 SF 7342 SF 7355 SF 80 Q \ / 0.18 AC
\ 0.18 AC 0 / 9736 SF I 0.16 AC I I I I '
0.17 AC 0.17 AC 7025 SF $1 0 0.17 AC 0.15 AC , 0 /
O K 7800 SF 125 % 0.22 AC ' I $5 OS 1 6625 SF 23
LOTS ADJACENT TO EXISTING \ 0.18 AC 0 / L / OS 3 0.16 AC 7741 SF 7500 SF / 246,953 0.15 AC / 6625 SIF 22 S - Pu
SUBDIVISIONS NOTED WITH **, SHALL 8383 SF 0 / 701 SF
AC 0.18 Ac / 3$ 6786SF I 20 I I I 19 STATIO
\ 0.19 A 124 0.17 AC 5.67 AC 0 u 0.15 AC 21 O 0 7,233 S
HAVE A MINIMUM LAND AREA OF �� / 123 / / 7500 SIF , /q C 0.16AC I 8126 SIF 8700 SIF 019 AC 0.20 ACI 10620 Ac
\� \ \ 0,19A C \ 0.17 AC I� 0.17 A I
7,000 SF PER ZONING CONDITION � _
REZ-2018-03I 7783 SF
.,8 AC 122
N/F 0
TABLE ROCK DRIVE $4
DAVID H COTTON SR RETAINING WALL, / / 7778 SIF717 AC 74 019 AC 8366 SIFl BERRY I I I I S A ION
PIN: 0689-21-5608 BY OTHERS O 39 ESS
DB 14372 PG 1071
SEE BARRINGTON FLOOD STUDY TIMMONS GROUP
DATED NOVEMBER 2018
A HOMEOWNER'S ASSOCATION (HOA) WILL OWN AND /
MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE
RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING /
REQUIRED BY THE TOWN OF FUQUAY-VARINA LAND /
DEVELOPMENT ORDINANCE (LDO).
N/F
DAVID H COTTON SR
& DARLENE M COTTON
PIN: 0689-21-7585
DB 6216 PG 06
STREET NAME
STREETTYPE
LENGTH (LF)
ROW (FT)
OZARK STREET
TYPE 7 RESIDENTIAL COLLECTOR
227
52
OZARK STREET
TYPE 6 MI NOR RESIDENTIAL STREET
777
50
MOOSEHEAD WAY
TYPE 7 RESIDENTIAL COLLECTOR
738
52
OKEECHOBEE COURT
TYPE 6 MI NOR RESIDENTIAL STREET
806
50
OKEECHOBEE COURT*
TYPE 2 CUL-DE-SAC
334
50
WINNIPESAUKEE LANE
TYPE 6 MINOR RESIDENTIAL STREET
697
50
FLATHEAD PLACE
TYPE 6 MINOR RESIDENTIAL STREET
300
50
FLATHEAD PLACE*
TYPE 2 CUL-DE-SAC
462
50
FLATHEAD PLACE*
TYPE 2 CUL-DE-SAC
237
50
BERRYESSA WAY
TYPE 6 MINOR RESIDENTIAL STREET
550
50
TABLE ROCK DRIVE
TYPE 7 RESIDENTIAL COLLECTOR
462
52
TABLE ROCK DRIVE
TYPE 6 MINOR RESIDENTIAL STREET
370
50
TABLE ROCK DRIVE
TYPE 6 MINOR RESIDENTIAL STREET
1094
50
SMITH MOUNTAIN DRIVE
TYPE6 MINOR RESIDENTIAL STREET
495
50
REELFOOT COURT
TYPE 6 MI NOR RESIDENTIAL STREET
503
50
REELFOOT COURT*
TYPE 2 CUL-DE-SAC
230
50
* DENOTES NON THROUGH STREET
THROUGH STREET TOTAL
7019
NON THROUGH STREETTOTAL
1263
ALLOWED NUMBER OF CUL-DE-SACS
7
NUMBER OF CUL-DE-SACS
4
GENERAL SITE NOTES
v
E
1. IRON PIPES AT ALL PROPERTY CORNERS UNLESS SHOWN OTHERWISE.
2. TOTAL ACREAGE IN TRACT 63.21 ACRES
3. WATER AND SEWER PROVIDED BY THE TOWN OF FUQUAY-VARINA.
4. THE SUBJECT PROPERTY LIES IN ZONE X IN ACCORDANCE WITH FIRM MAP #3720068900J AND 3720068800J
WITH AN EFFECTIVE DATE OF MAY 2, 2006.
5. ROADS AND DRIVEWAYS SHALL COMPLY WITH NCDOT AND TOWN OF FUQUAY-VARINA STANDARDS.
6. THE WATER AND SEWER SYSTEMS SHALL COMPLY WITH TOWN OF FUQUAY-VARINA STANDARDS.
7. ALL DESIGN AND CONSTRUCTION METHODS SHALL COMPLY WITH TOWN OF FUQUAY-VARINA SEDIMENTATION
AND EROSION CONTROL REGULATIONS.
8. BOUNDARY INFORMATION TAKEN FROM A SURVEY BY TIMMONS GROUP DATED JANUARY 23, 2018.
TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS DATED APRIL 2018.
9. WETLAND AND STREAM DELINEATION BY S&EC, PA DATED FEBUARY 22, 2018.
10. ALL STREETS WITHIN THE SUBDIVISION WILL HAVE A POSTED SPEED LIMIT OF 25 MPH.
11. A HOMEOWNER'S ASSOCIATION (HOA) WILL OWN AND MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE
RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING REQUIRED BY THE TOWN OF FUQUAY-VARINA LAND
DEVELOPMENT ORDINANCE (LDO).
12. MAXIMUM LENGTH OF A STUB STREET CREATED BY A PHASE LINE IS 1551. STUB STREETS LONGER THAN THE
MAXIMUM 155' REQUIRE A TEMPORARY TURN -AROUND.
13. 404 APPROVALS WILL BE OBTAINED FOR ALL IMPACTED WETLANDS.
SEE SHEET C7.1 FOR -
LAK WHEELER RD CROSS-SECTION.
ROADWAY IMPROVEMENTS REQUIRED
PRIgR TO PLAT RECORDING OF FIRST
PHASE, REGARDLESS OF NUMBERING
PSR ZONING CONDITION REZ-2018-03
/
12325 SF MAIL i
0.28 AC KIOSK
\ 73 AREA & H 3
\ EASEMENT 68 67
8683 SF
0.20 AC / 72 I I I 69 I 7419 SF I 7165 SF 66 TAB�E
9639 SF I 0.17 AC 0.161C I 7107 SF 65 RACK
0.16 AC
0.22 AC I 71 I 70 80900 SF / 7928 SF 59
I 0.19 AC 0.18 AC 8366 SF
11028 SF I 9446 SF
0.25 AC 0.22 AC \ 0.19 AC �
\ � ` \ \ 64 \ 60 /
` \ _ � �� 7982 SF 7500 SF
` \ / \ 0.18 AC 0.17 AC
\ 63 0
\ � A 15848 SF 61
\ \ 0.36 AC 7500 SF
\ 0.17 AC
77,146 S
_ 1.77 AC
NC \ `\
DONNA C KAZAN \
PIN: 0689-21-5075 \
DB 6654 PG 79-9
LOT WIDTH REQUIREMENTS
104 LOTS ARE 60' WIDE OR LARGER AT FRONT SETBACK.
60.1 % OF THE PROPOSED 173 RESIDENTIAL LOTS ARE 60' WIDE OR
LARGER AT THE FRONT SETBACK, PER ZONING CONDITION REZ-2018-03 N/F
DONNA C KAZAN
USPS NOTE / PIN: 0689-2G 107
DB 14372 PG 1077
CLUSTER MAILBOXES TO BE LOCATED PERMANENTLY AT TWO OPEN SPACE AND COMMON GREEN AREAS WITHIN
THE NEIGHBORHOOD. LOCATIONS APPROVED BY USPS ON APRIL 25, 2018. IF TEMPORARY LOCATIONS ARE
REQUIRED, APPROVAL OF LOCATIONS SHALL BE RECEIVED FROM USPS.
AN ENLARGED DETAIL OF THE MAILBOX KIOSK AREA AND ASSOCIATED PARKING IMPROVEMENTS SHALL BE
REQUIRED ON THE SUBDIVISION CONSTRUCTION DRAWINGS AND SHALL COMPLY WITH ALL THE STANDARDS
REQUIRED BY THE TOWN OF FUQUAY-VARINA LAND DEVELOPMENT ORDINANCES AND ADA STANDARDS.
SITE DATA
OWNERS/SUBDIVIDER/DEVELOPER:
PULTE HOME COMPANY, LLC
RANDY KING, PE
1225 CRESCENT GREEN DRIVE, SUITE 250
CARY, NC 27518
PHON E:919-816-1146
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, STE. 102
RALEIGH, NC 27607
PHONE: [phone]
PIN #s = 0689-31-4428, 0689-30-1653, 0688-29-9845
0688-29-4874
DB = 14372, PG = 1071
DB = 14372, PG = 1077
DB = 14372, PG = 1083
DB = 16194, PG = 1978
BM=2011, PG=527
BM = 2017, PG = 527
FIRM MAP# = 3720068900J, 3720068800J
TOTAL EXISTING TRACT ACREAGE = 63.21 acres
PROPOSED RIGHT OF WAY DEDICATION = 1.91 acres
ZONING = RHD-CZD
(RESIDENTIAL HIGH DENSITY CONDITIONAL USE)
10% REQUIRED OPEN SPACE _ (63.21 ac)(10%) = 6.32 acres
PROVIDED OPEN SPACE = 15.78 ac + 1.40 ac = 17.18 acres (27.2%)
AT LEAST 17% OPEN SPACE PROVIDED PER ZONING
CONDITION REZ-2018-03
PRIMARY OPEN SPACE = 5.24 acres
SECONDARY OPEN SPACE = 10.54 acres
20% REQUIRED COMMON GREEN = (6.32 ac)(20%) = 1.26 acres
PROVIDED COMMON GREEN = 1.40 acres (22.1%)
AT LEAST 1.27 ACRES REQUIRED
PER ZONING CONDITION REZ-2018-03
PROPOSED NUMBER OF LOTS = 173
PROPOSED DENSITY = 2.74 du/a
DENSITY LIMITED TO 3.25 DUA PER CONDITION REZ-2018-03
MINIMUM ALLOWABLE LOT SIZE = 6,000 sq.ft.
MINIMUM LOT SIZE = 6,612 sq.ft.
MINIMUM REQUIRED LOT WIDTH = 53 feet
MINIMUM LOT WIDTH PROVIDED = 53 feet
IMPERVIOUS AREA PER LOT= 5,000 sq.ft.
AVERAGE LOT SIZE = 8,765 sq.ft.
MINIMUM LOT SIZE LIMITED TO 6,000 SF & MINIMUM LOT
WIDTH OF 53' FOR LOTS NOT LOCATED ON CUL-DE-SAC
BULBS PER ZONING CONDITION REZ-2018-03
TOTAL LENGTH OF ROADS = 8,282 LF
PROPOSED NUMBER OF CUL-DE-SACS = 4
\ 89 /
\ 8789 SF
\ 0.20 AC
\
\
\ \
7500 SF
0.17 AC
, 40
8366 SF
I 0.19 AC
/ 41
/ 11590 SF
0.27 AC
/
42
13389 SF
0.31 AC
i
/
43
19923 SF
/ 0.46 AC
/
COMMON GREEN N/F
GREEN 1 23,377.17 SF 0.54 AC RONNIEEVERETTE
COTTON
GREEN 2 37,504.82 SF 0.86 AC PIN: 0689-10-9349
DB 14372 PG 1083
TOTAL 60881.985 SF 1.40 AC
OPEN SPACE
OS - PUMP STATION
7,232.84 SF
0.17 AC
OPEN SPACE 1
246,953.46 SF
5.67 AC
PRIMARY
34,066.93 SF
0.78 AC
SECONDARY
212,886.53 SF
4.89 AC
OPEN SPACE 2
77,146.16 SF
1.77 AC
OPEN SPACE 3
8,700.71 SF
0.20 AC
OPEN SPACE 4
272,878.29 SF
6.26 AC
PRIMARY
145,113.35 SF
3.33 AC
SECONDARY
127,764.94 SF
2.93 AC
OPEN SPACE 5
74,598.20 SF
1.71 AC
PRIMARY
49,166.54 SF
1.13 AC
SECONDARY
25,431.66 SF
0.58 AC
TOTAL 687,509.65 SF 15.78 AC
LEGEND
18 I I
A I'i'AY
7741 SIF ,
0.18 AC
� I I I VIII I I M/ I
I /
I
58 / I 1111 17
6625 SIF / / 7641 SF
0.15 AC 0.18 AC
MAIL KIOSK
57
625 SIF
/ I`` --I / 16
0615 AC / I p6m4dm1 ����� 1 I/ / 6960 SF
pd.5d Cpl 1�� 0.16 AC
56 IIIIIIIIIIIIIII�i - -
/ 15
42 SIF IIIIIIIIIIIIIII
19 AC Y / 8383 SF
0.19 AC
IIIIIIIIIIIIII - -
V I I I J
55 11111111 14
8832 SF
0.20 AC 11235 SF
0.26 AC
54 RETAINING WALL,
/ 8123 SF BY OTHERS
0.19 AC
U.
6613 SF 52
0.15 AC
6725 SIF 51
0.15 AC
6736 SF 13
0.15 AC
020 5 SIF
AC
16051 SIF �� c�C,yOBEF
0.37 AC COURT '
/
10798 SF /
/\ 0.25 AC 0.216 c / 47
9243 SF
\ / \ 7928 SF / 48
\ \ \ 0.18 AC / 79330 SF 49
\ \ 0.18 Al / 7932 SIF /
2SF
` \ B RN \ 0.18 AC 12
--0.22 AC 10400 SF '
H \
� � \ 0.24 AC /
/j
l N/F
RD&D COTTON FARM LLC
PIN 0688-19-8726
DB 14372 PG 1095
- - PROPERTY LINE
- - ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
- - PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
POWER LINE EASEMENT
NATURAL GAS EASEMENT
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
- - - - - - COMMON GREEN
90001 SF I I
0.21 AC
O li
7685 SF
0.18 AC I I
768855 SIF �I
0.18 AC
W 7685 SF I
Q0.18 AC -�
I�
LU
Y7685 SF
0.18 AC
CO
LU
a 7685 SF I '
z 0.18 AC
_z -
7685 85 F
0.18 AC
76805 SF
0.18 AC
O I�
7801 SF
0.18 AC
9599 SIF I '
0.22 AC
11 I
16955 SF
0.39 AC10,
I I
� \ I*. s��FPAry J
END OF THE ROAD
MARKER SIGNS
SEE SHEET
DET 60.12 &
060.13
N/F
DRUSILLA C. WILLIAMS
KARL YNN C. COBO
& CALVIN U. COTTON
PIN: 0688-27-3991
ESTATE 05-E PG 2442
DB 2287 PG 385
PAVEMENT WIDENING
TAPER & MARKINGS
SEE SHEET C13.3
DETAILS 060.14
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5.80 AC
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LEGEND
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8832 SF
0.20 AC 11235 SF
0.26 AC
54 RETAINING WALL,
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0.19 AC
U.
6613 SF 52
0.15 AC
6725 SIF 51
0.15 AC
6736 SF 13
0.15 AC
020 5 SIF
AC
16051 SIF �� c�C,yOBEF
0.37 AC COURT '
/
10798 SF /
/\ 0.25 AC 0.216 c / 47
9243 SF
\ / \ 7928 SF / 48
\ \ \ 0.18 AC / 79330 SF 49
\ \ 0.18 Al / 7932 SIF /
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RD&D COTTON FARM LLC
PIN 0688-19-8726
DB 14372 PG 1095
- - PROPERTY LINE
- - ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
- - PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
POWER LINE EASEMENT
NATURAL GAS EASEMENT
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
- - - - - - COMMON GREEN
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0.21 AC
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END OF THE ROAD
MARKER SIGNS
SEE SHEET
DET 60.12 &
060.13
N/F
DRUSILLA C. WILLIAMS
KARL YNN C. COBO
& CALVIN U. COTTON
PIN: 0688-27-3991
ESTATE 05-E PG 2442
DB 2287 PG 385
PAVEMENT WIDENING
TAPER & MARKINGS
SEE SHEET C13.3
DETAILS 060.14
♦ II � _
%H ♦ ` I
WILLIAMS,
D
F KARL YNN
F �
688-27-3991
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- - PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
- - PROPOSED LOT LINE
BUILDING SETBACK
- -- PROPOSED ROAD CENTER
PHASE LINE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
POWER LINE EASEMENT
NATURAL GAS EASEMENT
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PRIMARY OPEN SPACE
SECONDARY OPEN SPACE
- - - - - - COMMON GREEN
COMMON GREEN
GREEN 1 23,377.17 SF 0.54 AC
GREEN 2 37,504.82 SF 0.86 AC
TOTAL 60881.985 SF 1.40 AC
OPEN SPACE
OS - PUMP STATION
7,232.84 SF
0.17 AC
OPEN SPACE 1
246,953.46 SF
5.67 AC
PRIMARY
34,066.93 SF
0.78 AC
SECONDARY
212,886.53 SF
4.89 AC
OPEN SPACE 2
77,146.16 SF
1.77 AC
OPEN SPACE 3
8,700.71 SF
0.20 AC
OPEN SPACE 4
272,878.29 SF
6.26 AC
PRIMARY
145,113.35 SF
3.33 AC
SECONDARY
127,764.94 SF
2.93 AC
OPEN SPACE 5
74,598.20 SF
1.71 AC
PRIMARY
49,166.54 SF
1.13 AC
SECONDARY
25,431.66 SF
0.58 AC
TOTAL 687,509.65 SF 15.78 AC
LOTS ADJACENT TO EXISTING
SUBDIVISIONS NOTED WITH `*, SHALL
HAVE A MINIMUM LAND AREA OF
7,000 SF PER ZONING CONDITION
REZ-2018-03
SEE BARRINGTON FLOOD STUDY BY TIMMONS GROUP
DATED NOVEMBER 2018
A HOMEOWNER'S ASSOCATION (HOA) WILL OWN AND
MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE
RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING
REQUIRED BY THE TOWN OF FUQUAY-VARINA LAND
DEVELOPMENT ORDINANCE (LDO).
DAVID
& DARLI
PIN:
DB
STREET NAME
LOTS
AREA
OPEN SPACE
OZARK STREET
PHASE 1
38
18.48 AC
6.371,AC
34%
PHASE 2
20
6.94 AC
1.77'AC
26%
PHASE 3
34
15.64 AC
6.46 AC
41%
PHASE 4
24
5.80 AC
O AC
0%
PHASE 5
26
5.94 AC
0 AC
0%
PHASE 6
31
10.24
AC
2.57 AC
25%
LOTS ADJACENT TO EXISTING
SUBDIVISIONS NOTED WITH `*, SHALL
HAVE A MINIMUM LAND AREA OF
7,000 SF PER ZONING CONDITION
REZ-2018-03
SEE BARRINGTON FLOOD STUDY BY TIMMONS GROUP
DATED NOVEMBER 2018
A HOMEOWNER'S ASSOCATION (HOA) WILL OWN AND
MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE
RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING
REQUIRED BY THE TOWN OF FUQUAY-VARINA LAND
DEVELOPMENT ORDINANCE (LDO).
DAVID
& DARLI
PIN:
DB
STREET NAME
STREETTYPE
LENGTH (LF)
ROW (FT)
OZARK STREET
TYPE 7 RESIDENTIAL COLLECTOR
227
52
OZARK STREET
TYPE 6 MINOR RES IDENTIALSTREET
777
50
MOOSEHEAD WAY
TYPE 7 RESIDENTIAL COLLECTOR
738
52
OKEECHOBEE COURT
TYPE 6 MINOR RES IDENTIALSTREET
806
50
OKEECHOBEE COURT*
TYPE 2 CUL-DE-SAC
334
50
WINNIPESAUKEE LANE
TYPE 6 MINOR RES IDENTIALSTREET
697
50
FLATHEAD PLACE
TYPE 6 MINOR RESIDENTIAL STREET
300
50
FLATHEAD PLACE*
TYPE 2 CUL-DE-SAC
462
50
FLATHEAD PLACE*
TYPE 2 CUL-DE-SAC
237
50
BERRYESSA WAY
TYPE 6 MINOR RES IDENTIALSTREET
550
50
TABLE ROCK DRIVE
TYPE 7 RESIDENTIAL COLLECTOR
462
52
TABLE ROCK DRIVE
TYPE 6 MINOR RES IDENTIALSTREET
370
50
TABLE ROCK DRIVE
TYPE 6 MINOR RESIDENTIAL STREET
1094
50
SMITH MOUNTAIN DRIVE
TYPE 6 MINOR RES IDENTIALSTREET
495
50
REELFOOT COURT
TYPE 6 MINOR RESIDENTIAL STREET
503
50
REELFOOT COURT*
TYPE 2 CUL-DE-SAC
230
50
* DENOTES NON THROUGH STREET
THROUGH STREETTOTAL
7019
NON THROUGH STREETTOTAL
1263
ALLOWED NUMBER OF CUL-DE-SACS
7
NUMBER OF CUL-DE-SACS
4
GENERAL SITE NOTES
1. IRON PIPES AT ALL PROPERTY CORNERS UNLESS SHOWN OTHERWISE.
2. TOTAL ACREAGE IN TRACT 63.21 ACRES
3. WATER AND SEWER PROVIDED BY THE TOWN OF FUQUAY-VARINA.
4. THE SUBJECT PROPERTY LIES IN ZONE X IN ACCORDANCE WITH FIRM MAP #3720068900J AND 3720068800J
WITH AN EFFECTIVE DATE OF MAY 2, 2006.
5. ROADS AND DRIVEWAYS SHALL COMPLY WITH NCDOT AND TOWN OF FUQUAY-VARINA STANDARDS.
6. THE WATER AND SEWER SYSTEMS SHALL COMPLY WITH TOWN OF FUQUAY-VARINA STANDARDS.
7. ALL DESIGN AND CONSTRUCTION METHODS SHALL COMPLY WITH TOWN OF FUQUAY-VARINA SEDIMENTATION
AND EROSION CONTROL REGULATIONS.
8. BOUNDARY INFORMATION TAKEN FROM A SURVEY BY TIMMONS GROUP DATED JANUARY 23, 2018.
TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS DATED APRIL 2018.
9. WETLAND AND STREAM DELINEATION BY S&EC, PA DATED FEBUARY 22, 2018.
10. ALL STREETS WITHIN THE SUBDIVISION WILL HAVE A POSTED SPEED LIMIT OF 25 MPH.
11. A HOMEOWNER'S ASSOCIATION (HOA) WILL OWN AND MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE
RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING REQUIRED BY THE TOWN OF FUQUAY-VARINA LAND
DEVELOPMENT ORDINANCE (LDO).
12. MAXIMUM LENGTH OF A STUB STREET CREATED BY A PHASE LINE IS 155'. STUB STREETS LONGER THAN THE
MAXIMUM 155' REQUIRE A TEMPORARY TURN -AROUND.
13. 404 APPROVALS WILL BE OBTAINED FOR ALL IMPACTED WETLANDS.
LOT WIDTH REQUIREMENTS
1104 LOTS ARE 60' WIDE OR LARGER AT FRONT SETBACK.
60.1% OF THE PROPOSED 173 RESIDENTIAL LOTS ARE 60' WIDE OR
LARGER AT THE FRONT SETBACK, PER ZONING CONDITION REZ-2018-03
USPS NOTE
CLUSTER MAILBOXES TO BE LOCATED PERMANENTLY AT TWO OPEN SPACE AND COMMON GREEN AREAS WITHIN
THE NEIGHBORHOOD. LOCATIONS APPROVED BY USPS ON APRIL 25, 2018. IF TEMPORARY LOCATIONS ARE
REQUIRED, APPROVAL OF LOCATIONS SHALL BE RECEIVED FROM USPS,
AN ENLARGED DETAIL OF THE MAILBOX KIOSK AREA AND ASSOCIATED PARKING IMPROVEMENTS SHALL BE
REQUIRED ON THE SUBDIVISION CONSTRUCTION DRAWINGS AND SHALL COMPLY WITH ALL THE STANDARDS
REQUIRED BY THE TOWN OF FUQUAY-VARINA LAND DEVELOPMENT ORDINANCES AND ADA STANDARDS.
SITE DATA
OWNERS/SUBDIVIDER/DEVELOPER:
PULTE HOME COMPANY, LLC
RANDY KING, PE
1225 CRESCENT GREEN DRIVE, SUITE 250
CARY, NC 27518
PHONE:[phone]
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, STE. 102
RALEIGH, NC 27607
PHONE: [phone]
PIN #s = 0689-31-4428, 0689-30-1653, 0688-29-9845
0688-29-4874
DB = 14372, PG = 1071
DB = 14372, PG = 1077
DB = 14372, PG = 1083
DB=16194, PG=1978
BM=2011, PG=527
BM = 2017, PG = 527
FIRM MAP# = 3720068900J, 3720068800J
TOTAL EXISTING TRACT ACREAGE = 63.21 acres
PROPOSED RIGHT OF WAY DEDICATION = 1.91 acres
ZONING = RHD-CZD
(RESIDENTIAL HIGH DENSITY CONDITIONAL USE)
10% REQUIRED OPEN SPACE _ (63.21 ac)(10%) = 6.32 acres
PROVIDED OPEN SPACE = 15.78 ac + 1.40 ac = 17.18 acres (27.2%)
AT LEAST 17% OPEN SPACE PROVIDED PER ZONING
CONDITION REZ-2018-03
PRIMARY OPEN SPACE = 5.24 acres
SECONDARY OPEN SPACE = 10.54 acres
20% REQUIRED COMMON GREEN = (6.32 ac)(20%) = 1.26 acres
PROVIDED COMMON GREEN = 1.40 acres (22.1%)
AT LEAST 1.27 ACRES REQUIRED
PER ZONING CONDITION REZ-2018-03
PROPOSED NUMBER OF LOTS = 173
PROPOSED DENSITY = 2.74 du/a
DENSITY LIMITED TO 3.25 DUA PER CONDITION REZ-2018-03
MINIMUM ALLOWABLE LOT SIZE = 6,000 sq.ft.
MINIMUM LOT SIZE = 6,612 sq.ft.
MINIMUM REQUIRED LOT WIDTH = 53 feet
MINIMUM LOT WIDTH PROVIDED = 53 feet
IMPERVIOUS AREA PER LOT= 5,000 sq.ft.
AVERAGE LOT SIZE = 8,765 sq.ft.
MINIMUM LOT SIZE LIMITED TO 6,000 SF & MINIMUM LOT
WIDTH OF 53' FOR LOTS NOT LOCATED ON CUL-DE-SAC
BULBS PER ZONING CONDITION REZ-2018-03
TOTAL LENGTH OF ROADS = 8,282 LF
PROPOSED NUMBER OF CUL-DE-SACS = 4
N/F
♦IIVILLIAMS, DRUSILLA &
KARL YNN
4w 991
44
II ♦♦
ill
SII
N/F
m I I PEARCE, KITTY
PIN 0688-19-7325
SETBACKS TABLE
FRONT YARD = 20 feet
SIDE YARD = 6 feet
REAR YARD = 15 feet
CORNER YARD = 16 feet
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SCALE 1"=100'
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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® TEMPORARY WETLANDS -PURPLE
SITE DATA:
BUFFER IMPACT -ZONE 1 -RED TOTAL AREA: 63.20 ACRES
TOTAL WETLANDS: 1.86 ACRES (80,958.25 SF)
BUFFER IMPACT - ZONE 2 - BLUE TOTAL OPEN WATER (PONDS): 1.15 ACRES (50243 SF)
TOTAL STREAMS: 3,136.96 LF
108 NO
TEMPORARY STREAM IMPACT - MAGENTA TOTAL PROPOSED IMPERVIOUS: 26.45 AC +/- (42%)
40501
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SITE DATA:
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BUFFER IMPACT - ZONE 1 - RED TOTAL AREA: 63.20 ACRES
TOTAL WETLANDS: 1.86 ACRES (80,958.25 SF) SCALE 1"=200'
BUFFER IMPACT - ZONE 2 - BLUE TOTAL OPEN WATER (PONDS): 1.15 ACRES (50243 SF)
TOTAL STREAMS: 3,136.96 LF NOR
® TEMPORARY STREAM IMPACT - MAGENTA TOTAL PROPOSED IMPERVIOUS: 26.45 AC +/- (42%) 0 200' 400'
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PERMANENT WETLANDS (NO LOSS) - ORANGE
0 50' 100' _
® TEMPORARY WETLANDS - PURPLE
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ATERMAIN
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315
EX. SANITAF
Y MANHOLE
4' MIN. COVE
RIM EI.Ev
IN
= 327.96'
IN=309.72'
INV C
IUT = 309.62'
PROPOSED
4" FOR
EMAIN
310
310
305
305
300
300
295
295
290
290
J
285
85
280
280
0)
IN N00
d,0
It MCO
Lo M00
pr-
d
M
N
MN
Mcco
M�
MM
N�
MM
N�
MM
N0°
Mm
N�
MM
—.O
Mm
o�
M�
rn�
rn�
NN
N
NN
-0+50 0+00 1+00 2+00 3+00 4+00 5+00
Forcemain PROFILE
0
0
w
a
z
0
z
0
••
z
O
E
F
H
DRAWN BY
331
DESIGNED BY
DDH
SPH
SCALE
1' = 50'
0
W
F—
al
t
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ie 3
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JOB N0. x c
40501 a2
SHEET 1 0. w a
CWI - 1.5
9 E