20220980 Ver 2_SITE MAP-DEQ REV_20230301

w
� Q
P 50' RIGHT OF WAY 2D' G o
s° 20' PAVEMENT RIGHT OF WAY n
$ CL 6' 6' F HATCHED AREA NORTH EDGE OF
TRAVEL LANE Q =
as'R 10 10 R R LL L D OF THE CREEK WAS NOT 50'TAPER R
1 (REWIRED FOR W
P 114"PER FT. 2' SF9.5A B. 00 61 A - - EVALUATED DUE TO A A T D 25' EEQU THAN R w /� Z
r NO IMPACTS PROPOSED B OW R Io' 25'R 1Q 770o .�
7"PER F I N 0 7 1 6 9 A 30'MIN. R=30' SIGH('�I;NGLE O
1••pERFT ,.. ..•.•.. r. 1 R R � C
(� pp 2P�' 1 Y LO DP IN RW R/W W R
•••V"•CABC•.• �• EDGE OF TRAVEL LANE
2'\ CUT EDGE OF PAVEMENT STOP m(,E OF PAVEMENT ROADW RIGHT OFRWAY V�
W
9'MIN. T
TO CBU t0 MATCH TRAVEL LANES) N
FILL FL D Y PAVED TURNOUT
15 20 15 EDGEOF PAVEMENT OF PAVEMENT MIN. MIN. MIN. PAVEMENT STRUCTURE
PVMT 20' 25' 20 FOR CBU (PER USPS) SITE UN qN
RESIDENTIAL STREETS EXISTING ROAD CONCRETE PAD D
R W R/W CBU (ACCESS FROM PAD)
50'R/W TYPICAL CROSS SECTION �\ RECOMMENDED ROAD CONNECTION CDoK RD.
NTS ( / STOP CONDITION
CL R/W / \
48'
SEAL:
7•• ER \ g g TURNOUT 2'
CBU �N CARO��'%
...:.:.•.: f \ �� •F �•. ••9
8"ABC W LAND o o O'0
2"SF9.5A SUPERPAVE ASPHALT \ _ Q� •
=
SECTION A-A / \ \ \ o� o� _ SEAL _
SYMMETRICAL CUL-DE-SAC I / \ O' I R IP R N \ CONCRETE PAD
VICINITY MAP �•••�22024�•• �`
FOR CBU
WITH 126' R/W RADIUS \ MAINTAIN RW OFFSET
/ ( SEE FIGURE 1 PAGE Y 010"FOR
SUBDIVISION ROADS MINIMUM CONSTRUCTION AROUND CBU TURNOUT i ••.�IIV�"••• �
NO CURB AND GUTTER / Bl F E U D STANDARDS IANUARY 2010"FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. /�i� •••••• �\\��
NTS R OP OF B 0 L.
20'PUBLIC ` \ F�• S
\ - FIGURE 7 DRAINAGE&
HATCHED AREA NORTH
r - - ACCESS ESM'T \ OF THE CREEK WAS NOT \ \ CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND
20'PERMANE T Q EVALUATED DUE TO \ COLLECTOR SUBDIVISION STREETS
P l f MONST.AND
A NTENAN E ESM'T U NO IMPACTS PROPOSED \ \ 7
O \ ST A '
SOS' / / \ E \ :• >e
48,079 S.F. \ R E \ _
LEGEND CO
O10,000 MIA=10,000SF. SF = MAXIMUM IMPERVIOUS ALLOWED/ wVICE
P � 30,265 S.F. \ / \ I
MIA=10,000 SF. \ / \ = FLOOD HAZARD SOILS � CL
Al G A = WETLAND AREA (2.32 ACRES) O o a?
� BUCKHORN
Lo
15' 20' 15' r 20'PUBLIC \ I \ < CREEK PH1 j W z x
PVMT RAINAGE& 31,234 S.F. \ \ G Mod@E 157D F Chu
(1:
O ACCESS MIA=10,000 SF. _,� ✓ _\ J \ �.� = OPEN SPACE
I I 1 1 0' IV R IP RI ESM'T \ , -1 U
FF R E S E -��` / ,001 S. . \ A A 1 6-Box Unit � L0
41 F
R/W P OF B MIA=10,000SF. A I ERMANE \ �v �� - - - = STREAM (5,464 L.F.)
1 35' s' s' E SI / V V OPEN SPACE V Q Q O
O I ROPSED USE: z
PERFT 1 1. P* 30,086 S.F. I C SERVATION OF \ G� �� I Z r,
:8"ABC " 4/ � \ MIA=10,000 SF. ` \ � TURAL AREAS , \ � � -� SITE DATA - TOTAL �
LLJ
2"SF9.5A SUPERPAVE ASPHALT G \ \ 71 AC. �c9�� W
SECTION A-A N
� _ � � \ -SUBDIVISION#PLG-001688-2019 � z � -
28,935 S.F. \ ` -TOTAL TRACT SIZE=68.85 AC. u:�
SYMMETRICAL CUL-DE-SAC / MIA=10,000 SF. / \ \ \ \ -TOTAL NO. LOTS ALLOWED=74 LOTS U
WITH 100' R/W RADIUS \\ \ 10'ROW \ -TOTAL OPEN SPACE REQUIRED (10%)= 6.89 AC. LLLJ
NO CURB AND GUTTER �-20'DRAINAGE O \ -
EASEMENT �2) \ )CATION \ `� -TOTAL OPEN SPACE PROVIDED- 29.95 AC.NTS \ 34,447 S.F. -. W \ \ \ -TOTAL NO. LOTS =42 CL
y / 36,157 S.F. � MIA=10,000 SF. �SgTgRE�AM i� \ \ \ \ -AVERAGE LOT SIZE=0.81 AC. (35,284 S.F.)
// / 1 MIA=10,000 SF. \ �/ //� 50'I RE \ F i q u re #1 Inset Map -LINEAR FEET OF STREET= 4,293 LF
VEGET TIO - IMPERVIOUS IN STREET= 2.05 AC. (89,298 S.F.)
WETLAND / \ \ TECTION ONE \ Impact 1
WA-2 _ IMPERVIOUS IN LOTS =-9.64 AC. (420,000 S.F.)
ETLAN - IMPERVIOUS IN KIOSK 0.02 AC. 870 S.F.
.` W ( )
�_ � . . . 31 y D v - _
13 32,337 S.F. \� \ IMPERVIOUS IN WELL 6 AND 8 0.30 AC. (13,068 S.F.)
O MIA=10,000 SF. \ \ -
� 33,990 .F. \ \ EXISTING -TOTAL IMPERVIOUS - 12.01 AC. (523,236 S.F.)
30,446 S.F. MIA=10,000 SF.
MIA=10,000 SF. \ \_ \ v INMP -AREA OF STREETS=4.95 AC.
WETLAND i - \ y` ( S \ =306.59 -PIN#PORTION OF 0637-71-2692
V.
.. WA-3 V .. y.. .. S OUT
- MINIMUM LOT SIZE=20,000 S.F.
3 2 v v' 04.41
' 20'PUBLIC 1 4 30,019 S.F. A WETL -MINIMUM LOT WIDTH =75'
MIA=10 000 SF. A -ZONED R-40
/I DRAINAGE 27,825 S.F. 30,155 S.F. ` ` ` ` cL Low -TOTAL DISTURBED AREA-
10.0 AC.
ESM'T MIA=10,000 SF. MIA=10,000 SF. ..... /` `y y y y y PT.R" -
WE AND A t• \ ELEv= % IMPERVIOUS = 17.4-
-4 0'PUBLIC - O '
Iy - DRAINAGE& 1 5 �► 31a.1a -SETBACKS = FRONT . 15'
\ 30 33,377 S.F. W \ SIDE =7.5'
RC CESS ESM'T 9 \ MIA=10,000 SF. 1 l� \ REAR= 15' 0F,:00 w
I` Fi ure 2 Inset Ma . . . . . . .�� 3: CORNER 15' Q04 z
q # p 27 225 S.F. . . . . . Co a A I E
MIA'=10,000 SF. co - ti
Impact 2 45,86os.F. � � � � � � � � � � � `o T.� 3' w
33 MIA=10,000 SF. cCn
=z w - w
/ DRAINAGE \40 ORED �L. m
31,439 S.F. © � I M ZD S NIT o mod z < F �
100 YR / ESM'T \
MIA=10,000 SF. a �` ) GRAPHIC SCALE ..
FLOODPLAIN o w c� z
500 YR W LAND / E I '-20'PERMANENT MANEN� ¢0 w ~ w w
FLOODPLAI WB-1 / U U = U
/ \ CONS .AND o wow w � w , z
29 / AINT NANCE qo 0 50 100 200 400 Of arna a Y _
20'PERMANE T / \
o cnao3 o a M a a
\ 28,255 S.F. /
MAINTENANCE EA D MIA=10,000 SF. 34 I RMANE
3 28 O 30,682 S.F. OPEN PACIE ( IN FEET )
O AC. 1 inch = 100 ft.
I /i �
/ 49,979 S.F. 29,655 S.F. MIA=10,000 SF. - - - - - - - - - - - - - - -
MIA=10, 00 SF. \ MIA=10,000 SF. 35 r 586.06
� O STORMWATER CONTROL AND MANAGEMENT
ICE I KIOSK s89'39'05"W IMPERVIOUS CALCULATIONS
l 30,146 S.F. LOCATION PUBLIC
MIA=10,000 SF. 36 I DRAINAGE IMPERVIOUS AREA PER LOT TO BE LIMITED TO �.
EASEMENT THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. N
34,368 S.F. I WAKE COUNTY TOOL V2.2 WAS USED FOR ALL STORMWATER CALCULATIONS.
WATSON
N/COCK LLC MIA=10,000 SF. I W
I \ 16
D.B.849 PAGE 1412 30,247 S.F. ��//�'�
PIN# 06 6-291-8369 I \ I 3 ,537S.F. MIA=10,000sF. I DRAINAGE I B�ORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER vJ
MIA 10,000 SF. EASEMENT MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR T z
26 I w (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. y
® v o THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE z
l 1 7 32,990 S.F. I o M AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT Q Q O
PERMANENT MIA=10,000 SF. 4 AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY z
OPEN SPA I WAKE COUNTY AND/OR F.E.M.A. J U)
/ �jj 38,923 S.F. O
PROPSED SE: 32,992 S.F. MIA=10,000 SF. 25
CONSERVATION OF MIA=10,000 SF. 24 W � >
31,346 S.F. I 25'TREE&VEGETATION N/F NOTES: W = Q
NATUR L AREAS MIA=10,000 SF. 37,191 S.F. PROTECTION ZONE JOHN F BURT
STREAM MIA=10,00o SF. - PRESENT LAND USE IS VACANT, WOODED AND FALLOW.
/ 23. 1 AC. SB 18 \ I D.B.14545 PAGE 2108 O m
PIN# 0636-89-2138 - STREETS WILL HAVE A 50' R/W. z
20'PUBLI 55,830 S.F. I - ALL RADII AT STREET INTERSECTIONS ARE 25' U > z U)
(��
& MIA=10,000 SF. \ - ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA z O
DRAINAGECCESS ESM'T DEPARTMENT OF TRANSPORTATION STANDARDS z _
\ 31,615 S.F. W'.W\ WETLAND _ - HAMMERHEAD - WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM. OU U) W
WELL / \MIA=10,000SF. -2 1 g TURNAROUND - SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS. W
LIAT:35*35'3 \ \ W/10'EASEMENT Y
35,357 S.F. I - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED O Q >_ (n
bN:78'52'38.59 48. 20'UTILITY . . . . . ., MIA=10,000 SF. 20 I WITH DURING CONSTRUCTION 0 D
40 \ ACCESS ESM'T . ,W. .W O - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH J
j
. I DURING CONSTRUCTION
6 32,383 S.F. .W W 30,189 S.F. - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED r , �V� U
MIA=10,000 SF. ,.. MIA=10,000 SF. 21 I �/ !
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL Q
OFFSITE 28,479 S.F. 22 23 I - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
41 SEPTIC _ MIA=10,000 SF. 30,898 S.F DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
AREA FOR A=10,0 S.F. MIA=10,000 So.
30,924 LOT 37 MIA=10,000 SF. CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
MIA=24 S.F.S.SF. PERMANEN WELL #8 W 20'DRAINAGE WETLAN I SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
OPE DEVELOPER SPACE LAT:35.35'31.76 €�°L1TD WB-4 - BOUNDARY INFORMATION SURVEYED BY CAWTHORNE, MOSS & PANCIERA, P.C.
I
42 PRO SED USE: LON:78°52'30.19 -3 SANFORD BAILEY - THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
67,920 S.F. CON RVATION OF I 8900 BUD SMITH ROAD OF THE OPEN SPACES IN THIS DEVELOPMENT.
MIA=10,000 SF. NATURAL AREAS \\� - - - - - - - - - - WAKE FOREST, N.C. 27587 - PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND
4.97 AC. - - - - - - - - - - - - - -\ - �_ - - - - AVOIDED OR REPLACED PER WAKE COUNTY UDO.
- - - - - - - - - - - - - - FOR REVIEW ONLY- - NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN
1724.40 NOT FOR CONSTRUCTION RECEIPT OBTAINED PRIOR TO CONSTRUCTION.
S88'58'26"W 25'TREE&VEGETATION - OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION. DRAWING
100 RIVER RIPARIAN PROTECTION ZONE - PROPERTY IS LOCATED IN THE PANTHER BRANCH WATERSHED.
JOHNNFFBURT BUFFER MEASURED 50' PLAN IS SUBJECT TO REVISIONS DURING - ROADS AND INTERSECTIONS TO COMPLY WITH ALL NCDOT REQUIREMENTS. SHEET
D.B.14545 PAGE 2108 FROM TOP OF BANK ON THE CONSTRUCTION APPROVAL PROCESS C-3
I PIN# 0636-89-2138 EACH SIDE
•� I - SUBDIVISION # PLG-003270-2021