20180865 Ver 1_B-5503 Utility Impact Mitigation 2-2021_20210203

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 6/26/2018B5503_Hyd_prm_wet_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
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
SITE 2
SITE 3
SITE 4
T T FILL IN WETLAND
DENOTES TEMPORARY
=0.46 ACRES
TO ADJACENT WETLAND ELEVATION
EXCAVATE EXISTING ROADWAY FILL
POWER LINE
PROPOSED OVERHEAD
POWER LINE
PROPOSED OVERHEAD NSRS 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
PERMIT DRAWING SHEET 2 OF 6