20230991 Ver 1_More Info Received_20230720 (2)

/ \ INTER VIV05 TRUST, ET AL.
/ PIN 1694-56-OMq/
OB. 4875 P6. l71q7/9
INIP
KA1M'rerroR, Er AL.
PIN: 9664-55-2429 /
D.B. 4114 F5. 436
I �
NF
5HARl N 6CW57EIN
PIN, 96&4-55-604&
DB. 4g92 F15. M62
&ARVEY JANET L, ET AL.
4364-56-6265
J
DB 5907 P& 1266
22.062 AGRE5
96/,933 5Q.FT.
---------
SUBJECT PROPERTY LINE
ADJACENT PROPERTY LINE
50' MAJ CONTOUR LINE
10' MIN CONTOUR LINE
STREAM W/ 30' BUFFER
FIRM FLOOD PLAIN LINE
EX EDGE OF PAVEMENT
EX EDGE OF GRAVEL ROAD
EX EDGE OF SOIL PATH
EX CULVERT
EX FENCE LINE
EX GRAVEL AREA
PROP ROAD CENTERLINE
PROP EDGE OF ROAD
PROP CULVERT
PROP BUILDING
*PARCEL, AERIAL & LIDAR DATA SHOWN,
BASED ON COUNTY GIS DATA.
RESIDENTIAL BLDG
NF
H/PP5 L. DEFORRE5T
PIN.. W 4-57-22/5
DB 5776 F5. 455
RESIDENTIAL BLDG
PROP RESIDENTIAL BLDG \ � �
NSF
GA7fER/N6 GLEit7J75
PIN.. 4664-67-4117
OB. 5737 FIS, 1gg4
NF
RANDY BOBBY HART ET AL.
PIN 9664-67-3347
OB. 1646 F15. 257
PEAL .lads F( ET AL.
PIN: 9664-67-45I6
DB. 4340 F5. I596
ruF
DENSF A NND-
KOLBSrY REV. TRUST
PIN: 9684-67-4772
DB 6/54 P6 IIIq
Np NE1L 83 (2pit
NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
PROPOSED 13' WIDE ROAD WITH
HEADWALL & 24"0 22.0' LF CULVERT
REPLACING EX -15 LF CULVERT
APPROX. 77.45 CU FT PROPOSED FILL
WITHIN STREAM BUFFER
STREAM CROSSING IMPACT
22.5 LF OF STREAM
123.14 SQ FT STREAM AREA
EXI577W
aLVERT
LF
EI snw 50IL PATHUT 2
+/-IOM LF
EXISTINGlL PATH
NiF
HARDY DONALD L.
P/N qM"7-56/3
DB. 6043 F15. 767
NF
DADOR FARF5 OF FA/RVEN LLO
PIN.. 9664-56-9972
DB. 6146 F15,342
NF
6ARVEY-WET L, ET AL.
PIN: 4664-66-5134
D.B. 5W7 P6. 1266
0.672 AGRE5
37g63 5O. FT.
NF
LBD INVEST/-ENT5, LLG
PIN qM"7--MM
DB. 4532 P& 5W
NF
RIDE - AW6 ARTkW ET Al.
RN 9664-6"146
DB 5647 R5. 269
NP
BEOKNER LARRY BIASEW PT AL.
PIN.• 4664-6"276
DB. 5260 P6. 6/6
FIRM ZONE (wFIRMZOfE� MINIMAL7/�'
NOT SLRVEYED FLOOD RISK
(7YP�
�7l/iLT
.26
0-
Ab
517E
VICINITY MAP
aocq
Ool • Z > N ZULo
NVI QD3z �to Z �- �NoOifoE
Wz lo
OWZcTHIS MAP IS NOT A
CERTIFIED SURVEY
AND HAS NOT BEEN
REVIEWED BY A
LOCAL GOVERNMENT
AGENCY FOR
COMPLIANCE WITH
ANY APPLICABLE
LAND DEVELOPMENT
REGULATIONS.
z
O
oZ
zzo
WLL
0
Oz
J WO Of LLIQWF-JOf Q
OZ
D-
0 � ¢zw¢�z�t¢w Z w O Q 7E U � CD w Q =0"�Dcn O S}cn,0 0
HQw woeozOZQZWc nO~U= m zZ O cn Z0
V1 �O �S wU w" -ZO
oQcnwOZUOa�OZ Z
�wO W 7>8'Z�QOO c 0 ODO0wzL�ww>
< ?w (-)
WZ wp N Q

0
T
2;1
I II
�3'(L) X 2'(H) X 2'(W) I-
SIZED BOULDERS O�UNDISTURBED SOIL OR
p — ENGINEERED FILL
x
X _
Q �p
o � 4 OZ. NON —WOVEN FILTER FABRIC
Oo
p O CULVERT
0 VARIES
IH
III III III_
UNDISTURBED SOIL OR
ENGINEERED FILL
=DWAU =YB��R��rrT��ppN��S��T��A��l"HON DMAM
N
8" ABC COMPACTED STONE
EXTENDED THROUGHOUT PROPOSED
DRIVEWAY
4 OZ. NON -WOVEN FILTER FABRIC
EXTENDED THROUGHOUT PROPOSED
DRIVEWAY
EXISTING GRADE
ABC STONE BACKFILL TO
EXISTING GRADE & PROPOSED
DRIVEWAY ELEVATION
PROPOSED 24"0 CULVERT CMP
WASHED #57 STONE
MIN 4"0 DRAIN PIPE
CULVERT BURIED 5" IN STREAM BED
IN ACCORDANCE WITH
NC DWR GC NO. 4139 SECT. II COND. 11 DIUMAY S1RIF" CBOSMNG CULYBRT'
LMMJ Al70N DRUM
NT5
2 SANDBAGS
STAPLE 1Y O.C. ALONG
BLANKET AT SLOPE
CHANGE
11:101111111ioYff1 ,1
..II 1
END SEAM OF BLANKETS OVERLAP 2"-4".
PLACE STAPLES, ONE ON EACH CORNER OF
BLANKET, 12" O.C. ALONG BLANKET END
THROUGH BOTH BLANKETS. UPSLOPE BLANKET
LAPS OVER DOWNSLOPE BLANKETS IN A SHINGLE AFFECT.
N.T.S.NOTES:
N.T
TRENCH APPROX.
1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS.
SOIL PILE 10" WIDE x 8" DEEP
SEE CURLER® STAPLE PATTERN GUIDE FOR DETAILS.
FROM TRENCH
BLANKET OVERLAP
2"-4"
TOP OF BLANKET
412"
TO 1 ROW OF STAPLES,
PROTECT O.C.
2 ROWS OF STAPLES,
STAGGERED, 6" O.C.,
EA. DIR.
STEP 1
STAPLES ARE THROUGH
2 ROWS OF STAPLES,
BOTH BLANKETS.
STAGGERED, 6" O.C.,
EA. DIR.
�7 �7�1` ��7�*
SIDE SEAM OVERLAP
v>_
STAPLE DETAIL
SOIL FILLED
N.T.S.
FROM SOIL PILE
CURLEX SLOPE
STEP 2
APPLICATION DETAIL
SLOPE TRENCHING AMERICAN EXCELSIOR COMPANY
ARLINGTON, TEXAS
METHOD "B"
N.T.S.
TEMPORARY SANDBAG r STREAM CHANNEL
COFFER DAM (TYP.) /
SUMP
FLOW
FLEXIBLE GRAVITY
FLOW PIPE
PUMP WITH
FLOAT SWITCH
FLEXIBLE PUMP
IMPERVIOUS MEMBRANE (� WORK DISCHARGE LINE
AREA
1 1/2
ANCHOR MEMBRANE PUMP AROUND
WITH SANDBAGS �TYPIC FILTER BAG
AS NEEDED
> 2. 0'
SANDBAG COFFER DAM DETAIL
N. T. S.
SPLASH MAT
THIS MAP IS NOT A
CERTIFIED SURVEY
AND HAS NOT BEEN
REVIEWED BY A
LOCAL GOVERNMENT
AGENCY FOR
COMPLIANCE WITH
ANY APPLICABLE
LAND DEVELOPMENT
REGULATIONS.
Z
D
O
U
LIJ
m
h
0
O
A
Z
m
Q
a
O�
z
0
ae
C
o
0
�
C)
O
0_
I,
Z
z
3:
a
o
w
L
U
o
z Q
0>>_ Q LJ Q Uz W
U w¢ z Z cn m O J 0 0
ILU:E �lwi< T:C)
NN 0[)�Z cnOS}cn DIrH
U Ir cn� '00
w
o �� o�_
NQ ww0�zoozz¢zcn wcn
OO �U=mvl cn
u_z OU:�z Ow
UQ cn�OZ U 0��0z _z
a-3S Z<oooU ow
z DQUIwoc)
OJ ��'0 U =�O�OZ
m U J Q o m— 0 0' O w
d c m cn C) w z L' w w>
=oQ ?w �w07�0
r M
0 m m N
w e z a w o o
� N Q a 3 0
o_ o o