20180865 Ver 1_B5503_Permit Package Buffer_20180619_20180621

BUFFER IMPACTS PERMIT

MARTIN COUNTY
BRIDGE NO. 53 OVER COLLIE SWAMP ON

GRADING, DRAINAGE, PAVING AND STRUCTURE

5 20 10
D
T
V
=
=
=
=
=
=
3200
4800
10
60
3
50
%
%
MPH
ADT
ADT
2015
2040
% *
DUAL 2

* TTST =1
FUNC CLASS =
MinorCollector
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K COLLI
E SWAMPTo Williamston
To NC 9034
-L-
DEWAYNE L. SYKES, PE
BRYAN E. HOUGH, PE
TOTAL LENGTH OF TIP PROJECT B-5503 = .175 MILES
LENGTH OF STRUCTURE TIP PROJECT B-5503 = .026 MILES
LENGTH OF ROADWAY TIP PROJECT B-5503 = .149 MILES
1142
903
1155
1147
1142
1154
1157
903
PROJECT
PI
TT COUNTYM
ARTI
N COUNTYVICINITY MAP
PRISON CAMP ROAD
NC 125 (SR 1142)
1. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
5012.525
12.525 50
1148 1113
OFFSITE DETOUR
1153
0
0
0
PROFILE (HORIZONTAL)

55003.1.FR1 PE

BRSTP-0125(6)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99B-5503 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
3/19/2018B5503_Hyd_prm_buf_psh_01.dgnjharveyCONTRACT:TIP PROJECT:B-5503 ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAREGIONAL TIER
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.75% PLANSPrepared in the Office of:
KCI
http://www.kci.com
Fax [phone]
Phone [phone]
Raleigh, NC 27609
Suite 400
4505 Falls of Neuse Road
KCI Associates of N.C., P.A.
DIVISION OF HIGHWAYS
Plans Prepared For:
Raleigh NC, 27610
1000 Birch Ridge Dr.
-L- STA 21+60.69
BEGIN BRIDGE -L- STA 22+98.31
END BRIDGE
55003.1.FR1 BRSTP-0125(6)R/W & UTIL.
See Sheet 1B For Conventional Symbols
FEBRUARY 28, 2018
-L- POT STA 18+10.00
BEGIN STATE TIP PROJECT B-5503
-L- STA 27+30.00
END STATE TIP PROJECT B-5503 NSRS 2007NAD 83/ BUFFER DRAWING SHEET 1 OF 4
COLLI
E SWAMPDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 B-5503 6/19/2018B5503_Hyd_prm_buf_psh_04.dgnjharvey8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT REMOVAL
FOR -L- PROFILE, SEE SHEET NO. 5
BRIDGE APPROACH SLAB
-L-
TYPE-III
TYPE-III
TYPE-III
0404RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT
8:1
8:1
8:1
8
:112'12'4'PS4'PSRALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
905 JONES FRANKLIN ROAD4'12'4'12'MIN.MIN.-L-
TYPE-III 4'PS12'12'4'PS-L- STA 21+49.65
BEGIN APPROACH SLAB
Fax [phone]
KC I 4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609-6270
Phone [phone]http://www.kci.com
Engineers Planners Scientists Construction Managers
-L- STA 21+60.69
BEGIN BRIDGE
-L- STA 22+98.31
END BRIDGE
-L- STA 23+09.35
END APPROACH SLAB
SITE 1
SITE 2
SITE 4
SITE 3
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2NSRS 2007NAD 83/WOODS
WOODS
WOODS
WOODS
CULT
CULT
SR 1142
(PRI
SON CAM
P RD) 23' BSTMTL GUARDRAIL
MTL GUARDRAIL
MTL
GUA
RDRA
IL
MTL
GUA
RDRA
IL N 32°23'42" WS 33°18'38" EDB 24 PG 916NYSSA BURDICK ETALS
DB 24 PG 587KIMBERLY WARRENWORLEY MOORE &
DB 4 PG 421DOROTHY MIZELLE HEIRS
DB 24 PG 919NYSSA BURDICK ETALS SC
A
T
TE
R
ED TR
EE
S-L- POT STA 18+10.00
BEGIN STATE TIP PROJECT B-5503
-L-
-L-15202530-L- STA 27+30.00
END STATE TIP PROJECT B-5503
1
2
4
3
+52
END SBG
+50
END SBG
TO BE REMOVED
EXTG BRIDGE
ELEV. 33.9 (TYP.)
CLASS II RIP RAP UP TO
GTD
GTD
GTD
GTD
GTD
GTD
GTD
w/ NSFG
TB 2GI
w/ NSFG
TB 2GI
w/ NSFG
TB 2GI
EST 7 SY GF
EST 2 TONS
CL B RIP RAP
EST 7 SY GF
EST 2 TONS
CL B RIP RAP
18"w/ NSFG
TB 2GI
18
" RCP-IV
18" RCP-IV (TYP.)+39(TYP.)+22w/ NSFG
TB 2GI18"
18" RCP-IV
SEE DETAIL 1
EST. 300 SY GEOTEXTILE
EST. 62 TONS CL B RIP-RAP
w/ CL B RIP-RAP
TOE PROTECTION
Fill Slope2:1 or Flatter
Type of Liner= CL B RIP-RAP
DETAIL 1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
d=1.5 Ft.
FROM STA. 18+50 -L- TO STA. 21+39 -L- LT
FFFFF
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
BUFFER DRAWING SHEET 2 OF 4
SiteStationStructureNo. (From/To)Size / Type1 20+78 to 21+70-L-LT ROADWAY FILL1125 726 1851HAND CLEARING674 798 14722 21+60 to 22+11-L-RT ROADWAY FILL9797HAND CLEARING163 108 2713 22+92 to 24+19-L-LT ROADWAY FILL3095 1782 4877HAND CLEARING167 113 2804 22+91 to 23+51-L-RT ROADWAY FILL68 35 103HAND CLEARING145 128 2735534 3690 922400000NOTES:Revised 2018 Feb SHEET 3 OF 4BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEMARTIN COUNTY B-550355003.1.FR1ALLOWABLEMITIGABLE4-30-18ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)
ZONE 1 (ft2)ZONE 2 (ft2)1 20+78 to 21+70-L-LT1785 14902 21+60 to 22+11-L-RT370 1833 22+92 to 24+19-L-LT3675 21984 22+91 to 23+51-L-RT318 2616148 4132Revised 2018 Feb SHEET 4 OF 4WETLANDS IN BUFFER IMPACTS SUMMARY55003.1.FR1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS6-19-18MARTIN COUNTYB-5503WETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)TOTAL: