HomeMy WebLinkAbout20191401 Ver 1_B-4931 Buffer Drawings_20191014See Sheet I -A For Index of Sheets
See Sheet 1-8 For ConventlonGISymbols
Cros�dz
134
1357 1603
, -
PROJECT 258
SITE /
F1200 1604
1301 • 1361
12 130
1601
_ 129
1200 1296
136-9
4z 42
43
112
43
124
258 1613 O
1612
VICINITY MAP (NTS)
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STATE OF NORTH CAROLIINA PERMIT DRAWING
IIDIVdSION OF HIGHWAYS SHEET 1 OF 4
EDGyr',COMBE COUNTY
LOCATION. REPLACE BRIDGE NO.22. OVER
TOWN CREEK ON US 258
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
BUFFER IMPACTS
STA'PE
FERRNCB NQ
RReT
BN.
C]
B-4931
I
STATE PROl.N0.
.A.PROl. NO.
OL+9CRIPT[ON
40134.1.1
P.E.
40134.2.1
RW & UTIL
40134.3.1
CONST.
BEGIN TIP PROJECT B-493/�
SITE 1
END TIP PROJECT B-493/
/
-L - STA. 12 f 45.00 SITE I
I �y
N /
-L - ST A. 2/ f 5I.00
US 258
US 258
_
TO SR 1604
TO NC 42/NC43 BEGIN BRIDGE
—L— STA.16+14.0®/—
\
END BRIDGE BROWN FARM RD.
—L— STA.17+84.0®/— �l
l
� - ls
rJ
I I
SITE 1
\ SITE 1
/IS
TOW 7
/
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
01
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT REFERENCE NO. I SHEET NO.
9
FRANCIS L. &
DOROTHY P. EAGLES
REVOCABLE TRUST
DB 1639 PG 152
I%
BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACT$
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
246 SF
0 SF
606 SF
541 SF
RIPRAP PAD AT OUTLET
EST 1 TONS CIL 'B'
^ EST 5 Sy
GTE
SITE I
PERMIT DRAWING
SHEET 2 OF 4
.
0
n
tll
/y O
N�
BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
2191 SF
1421 SF
0 SF
236 SF
SITE 1
eti ti
'II' RIPRAP
ELEV=44.0'
o o Q
GUY DE F 15" W2 ELBOWS
z
----�------�-- ----— \�=
+08
F— � / �- - - - - - _ 19L—W/2 ELBOWS - � /
0 1 US 258 15' W/21 ELBOWS
/—t T_ ----
3 w / SPECIAL- CUT, `
x
BL-101 1--SEE-DETAIL _. ..
_ a EIP I I — _ P \ FIP
4 I) 1 E F EC 3 C PD
E E E`
Pw \ CL W RIPRAP.,
osT
I Im \ I V I TO ELEV=44.0'- ^.
� lal
I l o \ \ DONALD R. BRADY, ET. AL. I
DB 1201PG 416 I LL EDCECOMBE COUNTY d
• i \� 1 I DB 1286 PG 534
P
\ DB 15 PC 652.
� mMB 15 PG 28
SITE I
EDGECOMBE COUNTY -
DO 107T PG 364
PLAT CABINET 2 SLIDE 148E
+00 — —
• 2 ELBOWS
rm F TDE
- � a
P�F 1 I PD
ANN
DB 94-E PG PC 482
OUTLET
'B'
-
�� SITE 1_
JS—
._ CENTERLINE OF TOWN
DETAIL A
SPECIAL CUT DITCH
I N.t I. Scale)
D� D 11
D.p
Natural � 3'� Slope
I
Ground �7o D F\
Min. D= 0.7 Ft.
I FROM -L- STA. 14+00 TO STA. 15+00 RT
A
I P�0
?� 5• 32S "E
Op v1 28.62' S 9 .
I 6
9� 6 2B-
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ti
tiy� SBF
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I �
6-33'ID' e
EIP 8 09— N ap5 y^yo
27.00 N 31°31'47•E
53.pg
BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACTS
IMPACTS
IMPACT$
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
852 SF
6 SF
34 SF
394 SF
N l'lt 2 L
490.�5'
RMI SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPL1EW E PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROBERT tAtL WOOTEN,ET.AL.
OB 1122 PC 50
PLAT CABINET 2 SLIDE 129A
TIMOTHY D.BURDETTE �,a'�`.°
DB IA53 PG 1026 It Y; I
PLAT CABINET 2 SLIDE 129A m � 'kl
Jy 'TIMOTHY D. BURDE
DB 1453 PG 1026
T_
CONC
-- F --J= 24'PAVED ROADWAY ---- W �—
rclln US 258 o _
-- --T-- x — T--
-T— — — —T
T—
.. F _. _. _. ..
C C HW II- \OL-1W
ExlsTwc Raw cu Lz � Bz 7 �
36" C NC WW E 36' CONC WW
.sz1 \15 Nz7°ss'ze°e JS�\
104.72'
T8 TB�CC oo oo �
N
� JS
IS PROPERTY LINE - �
BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
1841 $F
1054 SF
0 SF
86 SF
IMPACTS LEGEND
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
FOR —L— PROFILE SEE SHEET 5
PROJECT REFERENCE NO. SHEET NO.
D
�
B 4931 PRM-3
RMw 3 R^N SHEET NO. 4
CC A
Sbbb �� 4 W0 2 �V H E ET T ROADWAY ENGIN ERSIGN HYDRAULICS
/� � BNC®M1�L1E ]E iDL.�N3
cz
�46 a 45 a e. V O c� C
N
4 a
DOCUMENT NOT CONSIDERED FINAL
m �� y� / �C UNLESS ALL SIGNATURES COMPLETED
h a N q
v O tin R3 ah A a� '1, O � e 6 �
4:> < a� �� ,BEW BR11 W OT5 T AL.
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O
4S
3�' 38 39
1` 37
ly / N I•I E A !� `J` � 6 Z
3 TE 1
m
r
SITE ® a �� OTHY D. BURDET
453 PC 1026
' PLAT CABINS SLIDE 129A m n
a'IRA'\- T 'lE RIP P 4 E a� W
m NCIS L. & am \
DOROTHY P. EAG ES ) a i0 ELEV= .0'
gIPRAP PAS AT OU ET _
REVOCABLE TR T N EST KTONS�Ly��,g - �-
DB 1639 PC IS �BTT�S 5Y `faT `ems lar y�� _- -^K?1M,(OTHY RD
_ K�`~ 7,? 7_ 14 T E 19A
4 M� Rlw w F� b� �DE F� e 4 .,l
PDE _ o,
GUY 4 4, 15 ,W/1 E BOWS m ��'� I `b
I � a
w
4 - - - -
Ob
-L - 24' PAVED
48 15" ("/1/ OWS II1D
—4-7_ T _
47 - PECIAL CUT \ / — 4 — — — U
a 4 .o0 5„ W F 3 0� DETAIL
'Elp
F �
F
o I� ` �, z ELBOWS
xls 30— tie t M
� Ma +
5 E E C PDE w
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�' osih \ UI TO ELE A9 -E
EI
N L R. BRAD , ET. AL. d EDGEC MBE CO NTY
D 1201PG DBti 86 PG 5 4
35 RIPRAP PAD AT OUTL
EST 5 SOYNGT L BG toll
`I H D ID 0. EASOM--Ts _
DO 1636 PG
m MD 15P _
of \ \ \ \ /
EDGECOMBE COUNTY � \ \ / "D �
ml DO IOTT PG 364
Ef PLAT CABINET 2 SLI 148E
k
4m 3
i0I &s
0 0
� M Q
+' m n
I
Grouts 3'1 \
C
0
W
w 9y 9 FROM, T 1
b
w � �
5 ;s
`o p I 24 F
v
m d-33.10' 6N
EIP
81.50,
53.0$
BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2
IMPACTS IMPACTS IMPACTS IMPACT$ IMPACTS
SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD)
SITE 1 852 SF 6 SF 34 SF 394 SF
BUFFER
BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACT$
IMPACTS
IMPACTS
IMPACTS
SITE
(BRI)GE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
2191 SF
1421 SF
0 SF
236 SF
BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
1841 SF
1054 SF
0 SF
86 SF
SB IS �
���j5 � 109,7 29• E ��JS��
55,
v IMPACTS LEGEND
ALLOWABLE IMPACTS ZONE 1 e FOR -L-
1
ALLOWABLE IMPACTS ZONE 2
8£
BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACTS
IMPACTSIMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
246 SF
0 SF
606 SF
541 SF
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
STA 16+14 TO
170' BRIDGE
X
246.0
0.0
246.0
STA 16+27 LT
1
STA 15+69 TO
ROAD CROSSING
X
606.0
541.0
1147.0
STA 16+14 LT
1
STA 16+14TO
170'BRIDGE
X
852.0
6.0
858.0
STA 16+47 RT
1
STA 15+88 TO
ROAD CROSSING
X
34.0
394.0
428.0
STA 16+14 RT
1
STA 17+06 TO
170' BRIDGE
X
1848.0
1054.0
2902.0
STA 17+84 RT
1
STA 17+84TO
ROAD CROSSING
X
0.0
86.0
86.0
STA 18+05 RT
1
STA 17+06 TO
170' BRIDGE
X
2191.0
1421.0
3612.0
STA 17+84 LT
1
STA 17+84 LT
ROAD CROSSING
X
0
236
236.0
STA 18+01 LT
TOTALS:
5777
3738
1 9515
0
0
0
0
0
NOTES:
2018 Feb