HomeMy WebLinkAbout20231406 Ver 1_2600 Churchill Rd_IMPACT MAPS_20231016FLQ.M CERTIFICATION
I certify thot the subject property (ls/11I located in
a special Flood Hazard Area as determined by the
Department of Housing and Urban Development.
St1RV£YOR'S CERTIFICATE FOR PLOT PLAN
This map was drawn under my supervision from an
actual survey or documents researched for this project
from references as noted on sold map; that the
boundaries as drown are from information as fndicated
under references; that the structures shown are
proposed unless so indicated; and that this map was
not was prepared in accordance with G.S_ 47-30 as
amended and does not meet the requirements of The
Standards of Proctice for Land Surveying in North
Carolina V
--NCAC 56�1600). Witness original----
sign ur , ration and seall this day.��..yy.
Professional Land Surveyor (L-4277) Date
CARO
SE
k-4 7
., su�.'
' I q M C
i��'lt+rrllrl+s`� 4
NOTES
1, Subsurface and environmental conditions were not
examined or considered during this survey. All
buildings, surface and subsurface improvements on
and adjacent to the site are not necessarily shown
hereon. No statement is made concerning the
existence of underground containers which may
affect the use of this tract.
2. The location of underground utilities as shown are
based on visible evidence and drawings provided to
the surveyor. Location of underground utilities ❑nd
structures may vary from locations shown hereon,
and additional buried utilities may exist. Contact the
appropriate utility companies for information
regarding buried utilities.
3. All distances are horizontal ground and area by
coordinate computation.
4. This survey was done without a title search and is
based on referenced information. There may exist
other documents of record which could affect this
property
5. Except as specifically stated or shown, this survey
does not report any of the fallowing: easements,
other than those visible during field examination,
building setbacks, restrictive covenants, zoning or
land use regulations and any facts which ❑ title
search may disclose.
6. Wetlands, jurisdictional waters or other conditions
which may be regulated by federal or state or local
agencies were not investigated during this survey.
Riparian buffers and other restrictions on
development may be required.
7. This survey is for loan end title purposes only (not
for recordation). Declaration is made to original
purchaser of the survey only. It is not transferable
to additional owners_
------------
REID: 0069200
PIN: 0794980509
D.B. 16476, PG 01331
ROM. 1957, PG. 0661
N/F: Brian A. Leden
& Amy C Leden
S86'02'00"E\F
I a'
� j..
REID: 0048506 "
PIN: 0794980446 I,
D.B. 16476, PC 01331 C) ".
BOM. 1987, PG, 0661 I
N/F: Brian A. LedenDO
& Amy C Leden N
— — — — — — — — — — — }..
AA
DIVERSION DITCH DISSIPATER
1% ANNUAL CHANCE FLOODPLAIN
LINE ELEV.-286.8' R i ' '
Lr I
It
�` REID: 0177033
PIN: 0794980383 p
D.B. 09367. PG 02173
BOM. 1987, PG. 0661
N/F: James A. Crouch
& Cary E. Crouch
DIVERSION DITCH
(APPROVED BY NEIGHBOR)
M
0
I
I
A L
F\4 760.37' \Q
1
N85'54'00"W
LINE TABLE
LINE
I LENGTH
BEARING
L1
33.63
S03'28'51"W
L2
135.72
N87'43'37"W
L3
2.60
S01'33'25"W
L4
9.85
S87'43'00"E
area = 9,347 sq. ft.
CHURCHILL
LEGEND
FLOOD PLAIN INFORMATION
Stream Nome: Southeast Prong
RIGHT--OF—WAY LINE
N
Beaverdam Creek (Basin 18, Strram 30)
PROPERTY LINE
Regulatory Flood Zone: Zone AE ---
EASEMENT LINE
00
1% Annual Floodplain Elev. 289.2 ------
BUILDING SETBACK
iV
FEMA Flood Map: 3720079400J x
WIRE FENCE
FEMA Mop Date: 7/19/2C22
— CHAIN FENCE
ti
WOOD FENCE
rn
im
m
ENCROACHMENT
ZONE 1 2,111 s.f.
o
ZONE 2 2,120 s.f.
EX. IMPERVIOUS ZONE 1
O
EX. IMPERVIOUS ZONE 2
Z
L�
Lil
STORMWATER DISTURBANCE ZONE 2 194 s.f.
0_
STORMWATER DISTURBANCE ZONE 1 1,262 sl
l�
s O
GUTTER DRAIN ROCK SPLASH PAD (typ)
y�
G
0
13
O
O 0)
O 0 N
CD
O �
9 S.F.
C.) _ v7
175.00'
'5400'W
R 0 A D as �8.
(EX, VARIABLE WIDTH PUBLIC R/W) Ex. PKNAIL
O
PIN
0794981382
REID
0068457
D.B./PG.:
18252 / 219
BOM./PG.:
1945 / 28
ZONING
R-4
TO MY KNOWLEDGE, NO USGS MON.
WITHIN 2000
FT.
DRAINAGE PLAN
LOTS 180, 207, 208 & 209
BOM. 1945, PG. 28
PROPERTY OF
CARL RHINEHART
RALEIGH TWSP. WAKE CO., N.C.
SCALE: 1 "= 40' OCTOBER 7, 2021
CREDLE ENGINEERING COMPANY, INC.
204 E. MARKHAM AVE., DURHAM, N.C. 27701
(919) 682-2006 PH; (919) 682-2005 FX
Licence: C-0254
40 a 20 40 80
1 inch = 40 ft.
DWG # \2021\210270\Hose 211005
FLOOD CERTIFICATION
I certify that the subject property (ls,40mi located in
a special Flood Hazard Area as determined by the
Department of Housing and Urban Development,
SU VE OR'S CERTIFICATE FOR PLOT PLAN
This map was drawn under my supervision from on
actual survey or documents researched for this project
from references as noted on said mop; that the
boundaries as drawn are from information as indicated
under references; that the structures shown are
proposed unless so indicated; and that this map was
not was prepared in accordance with G.S. 47-30 as
amended and does not meet the requirements of The
Stand❑rds f Practice for Land Surveying in North
Carol no 1 NCAC 56, 1600). Witness my original
s}gn troll and seal this day.
A/ 7r'
Professional Land Surveyor (L-4277) Date
``,`t 1111f11/l��,/'
10%�N..CARO��,,�
pQ'.•'• ESS /
:Q S
• —4 77 ? _
.< �•:
'r�zr+rfflll�5���
NOTES
1. Subsurface and environmental conditions were not
examined or considered during this survey. All
buildings, surface and subsurface improvements on
and adjacent to the site are not necessarily shown
hereon. No statement is made concerning the
existence of underground containers which may
affect the use of this tract.
2. The location of underground utilities as shown are
based on visible evidence and drowings provided to
the surveyor. Location of underground utilities and
structures may vary from locations shown hereon,
and additional buried utilities may exist. Contact the
appropriate utility companies for information
regording buried utilities.
3. All distances are horizontal ground and area by
coordinate computation.
4. This survey was done without a title search and is
based on referenced information. There may exist
other documents of record which could affect this
property
5. Except as specifically stated or shown, this survey
does not report any of the following: easements,
other than those visible during field examination,
bu'ddinq setbacks, restrictive covenants, zoning or
land use regulations and any facts which ❑ title
search may disclose.
6. Wetlands, jurisdictional waters or other conditions
which may he regulated by federal or state or local
agencies were not investigated during this survey
-
Rlparian buffers and other restrictions on
development may be required.
7. This survey is for loan and title purposes only (not
for recordation). Declaration Is made to original
purchaser of the survey only. it is not transferable
to additional owners.
------------
1 0\'
I
REID: 0069200
PIN: 0794980509
D.B. 16476, PG 01331
BCM. 1987, PG. 0661
N/F: Brian A. Leden
& Amy C Leden
S86'02'00" E
REID: 0048506 I
PIN: 0794980446 00 I{
D.B. 16476, PG 01331
BOM. 1987. PG. 0661 j
Brian A. Leden I,
& Amy C Leden N j
- - - - - - - - - - - I
DIVERSION DITCH DISSIPATER
1% ANNUAL CHANCE FLOODPLAIN
LINE LLEV.=286.8'
l.0 r,
qpREiAINII cG WALL
CN I
REID: 0177033 I\
PIN: 0794980383
D.B. 09367. PG 02173 I \Q
Il 1987, PG. 0661
N/F: James A. Crouch
& Cary E. Crouch I
I
I
DIVERSION DITCH
(APPROVED BY NEIGHBOR)
EL00D PLAIN INFORMATION
LEGEND
Stream Name:
Southeast Prong
RIGHT-OF-WAY LINE
N
Beaverdam Creek (Basin 18, Steram 30)
PROPERTY LINE
Regulatory Flood Zone:
Zone AE
EASEMENT LINE
00
17 Annual Floodplain EIeV.
289.2 - - -
- - - BUILDING SETBACK
N
FEMA Flood Map:
3720079400J
WIRE FENCE
FEMA Map Date:
7/19/2022 -0`-- - -
- - 0— CHAIN FENCE
CD
u
p— WOOD FENCE
L6
0)
ENCROACHMENT
ZONE 1 2,111 s.f.
ZONE 2 2,120 s.f_
EX. IMPERVIOUS ZONE 1
EX. IMPERVIOUS ZONE 2
STORMWATER DIST. IN ZONE 1 1,262 s.f.
STORMWATER DIST. IN ZONE 2194 s.f.
r
1�
s p
GUTTER DRAIN ROCK SPLASH PAD (typ)
�2G, gg1DG�
101
01 la\/\/\V\/\:'�`
area — 9,347 sq. ft. '' X
10.7
� I
I
LOTS 180, 207, 208,& 209
BOM. 1945, PG 28
AREA: 31,299 S_F.
�\P 160.37' (0.72 Ac.)
��e
� � 1
I
�a
- -:- -1;;, - -
N85.54'00"W 175. 00, F
'54'00"W C
LINE TABLE
LINE
I LENGTH
BEARING
L1
33.63
S03'28'51"W
L2
135.72
N87'43'37"W
L3
2.60
S01'33'25"W
L4
9.85
S87'43'00"E
C�
CHURCHILL ROAD
ss8 s28.
(EX VARIABLE WIDTH PUBLIC O
R/WlJ EX. PKNAIL
1:2
O
m
PIN
0794981382
REID
0068457
D.B./PG.:
18252 / 219
BOM./PG.:
1945 / 28
ZONING
R-4
TO MY KNOWLEDGE, NO USGS MON.
WITHIN 2000
FT.
DRAINAGE PLAN
LOTS 180, 207, 208 & 209
BOM. 1945, PG. 28
PROPERTY OF
CARL RHINEHART
RALEIGH TWSP. WAKE CO., N.C.
SCALE: 1 "= 40' OCTOBER 7, 2021
CREDLE ENGINEERING COMPANY, INC
204 E. MARKHAM AVE., DURHAM, N.C. 27701
(919) 682-2006 PH; (919) 682-2005 FX
Licence: C-0254
40 0 20 40 8o
1 inch = 40 ft,
DWG # \2021\210270\Base 211005