HomeMy WebLinkAbout20171190 Ver 1_Build Maps_20170919(Version 2.07; Released October 2016)SF-530072TIP No.:17.BP.2.R.72County(ies):Lenoir Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year: Existing:Year:Aquatic T&E Species?NoComments:YesNoNoNoDeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.The existing bridge has an asphalt wearing surface on a reinforced concrete deck with three (3) spans: 1 @ 18'-7", 1 @ 18'-3" and 1 @ 18'-7". The bridge deck is supported by I-beams on end bents and interior bents made of reinforced concrete caps on timber piles.N/Aramoore@mckimcreed.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyNeuseBuffer Rules in Effect:N/ANoneThe bridge replacement is proposed to be a two (2) span 21" cored slab bridge: 1 @ 50' and 1 @ 25'. The replacement will be along the current existing roadway alignment in the same location. 30'-0" bridge width with 27'-10" clear roadway. 2-10' lanes 0.5% slope with 3'-11" shoulder.Waterbody InformationNCDWR Stream Index No.:SF-530072Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)This bridge replacement project is located northwest of La Grange, NC and is in the Neurse River Basin. The total project length is 650 feet along the existing SR1502 roadway alignment. The project is located within a 16.2 square mile Bear Creek drainage area which has a classification of C;Sw,NSW. The project's drainage system consists of four (4) proposed catch basins that direct runoff to the creek through a pipe network to an outfall. A rip rap pad is proposed at the pipe outlet to provide diffuse flow before runoff enters Buffer Zone 2. The outfall and rip rap pad are located on the upstream side of the bridge and outside of the buffer zones.243 North Front StreetNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge DriveAddress:General Project Information17.BP.2.R.72WBS Element:Bridge ReplacementWBS Element:Richard A. Moore, PE, McKim & CreedNCDOT Contact:252-439-2800Wilmington, NC 28401Contractor / Designer:910-343-1048hfyeung@ncdot.govAddress:8/18/2017LenoirLa Grange, NCHon YeungRaleigh, NC 27610River Basin(s): City/Town:0.4Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoResidential, Agricultural, UndevelopedBear Creek27-72-(0.1)a0.4650 feetProject DescriptionProposed ProjectNeuseNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Swamp Waters (Sw) Wetlands within Project Limits?
ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)121" CORED SLAB BRIDGE14+48 TO 15+23 0 0 0 5647.0 3573.0 9220.0 0.0 0.0 0.0 0.0 0.0TOTAL:5647.0 3573.0 9220.0 0.0 0.0 0.0 0.0 0.0Rev. SEP 2016IMPACTRIPARAIN BUFFER IMPACTS SUMMARYTYPESITE NO.STRUCTURE SIZE / TYPESTATION (FROM/TO)ALLOWABLE MITIGABLEBUFFER REPLACEMENT SHEET 1 OF 2PROJECT: 17BP.2.R.72 DATE 08/18/2017N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS LENOIR COUNTYRev. May 2006
ZONE 1 (ft2)ZONE 2 (ft2)1 14+48 TO 15+23 0 0TOTAL:0 0WETLANDS IN BUFFER IMPACTS SUMMARY SHEET 2 OF 2PROJECT: 17BP.2.R.72 DATE 08/18/2017N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS LENOIR COUNTYWETLANDS IN BUFFERSSITE NO.STATION (FROM/TO)Rev. Jan 2009
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
DESIGN DATA PROJECT LENGTH
STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2012 STANDARD SPECIFICATIONS
1
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$P.E.
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:
LICENSE NO. F-0669
NC LICENSE #F-1222
TEL. (910) 343-1048 FAX. (910) 790-8282
WILMINGTON, NORTH CAROLINA 28401
243 NORTH FRONT STREET
GRAPHIC SCALES
25 50 10050
25 50 10050
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
HYDRAULIC ENGINEER
NCDOT BRIDGE PROGRAM MANAGER
$$DATE$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
17BP.2.R.72
TIP PROJECT: 17BP.2.R.72www.mottmac.com\americas
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
PO Box 700
DIVISION 2
LENOIR-WAYNE COUNTIES
LOCATION: BRIDGE NO. 72 OVER BEAR CREEK ON SR 1502 (FRINK SCHOOL ROAD)
Prepared in the Office of Mott MacDonald for
TOTAL LENGTH TIP PROJECT = 0.152 MILES
LENGTH STRUCTURE TIP PROJECT = 0.014 MILES
LENGTH ROADWAY TIP PROJECT = 0.138 MILES DAVID C. WALLER, PE
RICHARD MOORE, PE
V = 55 MPH
T = 6%
ADT 2025 = ?
ADT 2011 = 390
SUB REGIONAL TIER
LOCAL
FUNCIONAL CLASS. =
17BP.2.R.72
AUGUST 23, 2017
DECEMBER 20, 2017 HON YEUNG, PE
BUFFER IMPACTS PERMIT
SITE 1
SHEET 1 OF 7
PERMIT DRAWING
VICINITY MAP
(NOT TO SCALE)
OFF-SITE DETOUR
1505
1506
1502
Harrison Farm Rd.
Frink
Sc
h
o
ol
Rd.Maynard
H
i
cksRd.
Shadetown
903
903
LENOIR COUNTY
GREENE COUNTY
WAYNE COUNTYLENOIR COUNTYGREENE COUNTYWAYNE COUNTY1714
1718
1715
1805
JesseJackson St.
La
gra
n
ge
R
d.Par
kst
ownRd.
Guy SmithRd.
Sams
Ln.Ros
aLn.
Parkstown
1715
1130
1130
1131
Parksto
wn
R
d
.
Jason Rd
H
illtop
Pa
th
Pepper Path
Jason
LIMITS
PROJECT
17BP.2.R.72
BEAR CREEKBEAR CREEKWAYNE COUNTYLENOI
R COUNTYDETERMINED BY PHYSICAL OR PAROLE EVIDENCE
THE HISTORIC HIGH WATER MARK COULD NOT BE
-L- POT STA. 10+00.00
BEGIN PROJECT 17BP.2.R.72
-L- POT STA. 18+00.00
END PROJECT 17BP.2.R.72
GRAU-350
GRAU-350
GRAU
-350
GRAU
-350
B-77
B-77
B-77
B-77
8:1
8:1 8:18:1
530072_Hyd_prm_buf_sht1.dgn 8/18/2017 2:42:37 PM
PI Sta 13+58.75
D
L = 101.16'
T = 50.58'
R = 2,860.00'
PI Sta 16+32.39
D
L = 159.79'
T = 80.01'
R = 1,200.00'
-L-
=
L
10 11 12 13 14 15 16 17 18 19 20
50
60
70
80
90
STA. 18+00.00
END GRADE
GP ELEV. = 82.96
1 @ 50', 1 @ 25'; SKEW 90
W/4' DEEP CAPS
2 SPAN 21" CORED SLAB
BRIDGE C STA. 14+85.75 -L-
80
50
60
70
90
(SEE DETAIL, SHEET 2)
MILLING*
**
PI = 11+00.00
EL = 79.34'
(-)0.3000%(+)1.9648%
VC = 200'
K = 88
PI = 13+25.00
EL = 83.76'
(+)1.9648%(-)0.5000%
VC = 246'
K = 100
PI = 16+00.00
EL = 82.39'
(-)0.5000%(-)1.0400%
VC = 150'
V = 45 MPH
V = 50 MPH
V = 65 MPH
K = 278
TB 2GI
42"
18"15"TB 2GI
15"TB 2GI
15"15"BEAR CREEKBEAR CREEK42" CMP
INV.=71.21'INV.=71.19'WAYNE COUNTYLENOI
R COUNTYFRINK SCHOOL RD. SR 1502 18' BST
LA
GRANGE
RD
. SR
1715
18' BST
ANN H. BATT
SHIRLEY SUTTON
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
THE HISTORIC HIGH WATER MARK COULD NOT BE
VANDER WADE JR.
BUTTERBALL, LLC
18" CMP
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2NAD
8
3/ NA
2
0
1
1
SUPERELEVATION
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 25
= 1330
= 78.7
= 2260
= 100
= 80.3
= 1840
= 50
= 79.6
= 70.9
= 10-05-2016
$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PROJECT REFERENCE
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.2.R.72 - LENOIR 72
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
NC LICENSE #F-1222
TEL. (910) 343-1048 FAX. (910) 790-8282
WILMINGTON, NORTH CAROLINA 28401
243 NORTH FRONT STREET
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
2
2
3
4
1
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 585 SF1025 SF SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 1961 SF
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 815 SF1330 SF
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 804 SF1331 SF
SITE 1
SHEET 2 OF 7
PERMIT DRAWING
1369 SF
-L-
BEGIN GRADE
STA. 10+00.00
EL = 79.64 EL = 80.31
TB 2GI
30' RT
+50 -L-
49' LT
+45 -L-
50' LT
+65 -L-
77' LT
+50 -L-
83' LT
+50 -L-
30' LT
+50 -L-
00' LT
+58 -L-
00' LT
+58 -L-
68' LT
+50 -L-
104' LT
+65 -L-
30' LT
+00 -L-
55' RT
+50 -L-
64' RT
+50 -L-
65' RT
+00 -L-
71' RT
+50 -L-
66' RT
+06 -L-
45' RT
+00 -L-
30' RT
+50 -L-
530072_Hyd_prm_buf_sht2&3.dgn 8/24/2017 1:55:41 PM
697070707070
707171 7171717272
7272727273737373737373 747474747474747474
7
4
747474
7474757575
757575757575757575
75
757575757
5
7
5
75757575757575
75 75 75
7
57575
757575
7575
76767676767676767
676
7676
767676
76767676767676 767676
767676
76
76
777777777777777777777777
777777
77
777777777777777777777777
77
777777777777
77
777777
77777777
78787878
787878
78
787878
78
7878787
8
78787878787878 79797979
79
79
79
797979 797979 7979797
9
797979808
0808080 80808080
80
80
8080
80808080808080
8080818181
81
81818182828282
8282838383838484858586PI Sta 13+58.75
D
L = 101.16'
T = 50.58'
R = 2,860.00'
PI Sta 16+32.39
D
L = 159.79'
T = 80.01'
R = 1,200.00'
-L-
=
L
10 11 12 13 14 15 16 17 18 19 20
50
60
70
80
90
STA. 18+00.00
END GRADE
GP ELEV. = 82.96
1 @ 50', 1 @ 25'; SKEW 90
W/4' DEEP CAPS
2 SPAN 21" CORED SLAB
BRIDGE C STA. 14+85.75 -L-
80
50
60
70
90
(SEE DETAIL, SHEET 2)
MILLING*
**
PI = 11+00.00
EL = 79.34'
(-)0.3000%(+)1.9648%
VC = 200'
K = 88
PI = 13+25.00
EL = 83.76'
(+)1.9648%(-)0.5000%
VC = 246'
K = 100
PI = 16+00.00
EL = 82.39'
(-)0.5000%(-)1.0400%
VC = 150'
V = 45 MPH
V = 50 MPH
V = 65 MPH
K = 278
TB 2GI
42"
18"15"TB 2GI
15"TB 2GI
15"15"BEAR CREEKBEAR CREEK42" CMP
INV.=71.21'INV.=71.19'WAYNE COUNTYLENOI
R COUNTYFRINK SCHOOL RD. SR 1502 18' BST
LA
GRANGE
RD
. SR
1715
18' BST
ANN H. BATT
SHIRLEY SUTTON
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
THE HISTORIC HIGH WATER MARK COULD NOT BE
VANDER WADE JR.
BUTTERBALL, LLC
18" CMP
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2NAD
8
3/ NA
2
0
11
SUPERELEVATION
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 25
= 1330
= 78.7
= 2260
= 100
= 80.3
= 1840
= 50
= 79.6
= 70.9
= 10-05-2016
$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PROJECT REFERENCE
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.2.R.72 - LENOIR 72
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
NC LICENSE #F-1222
TEL. (910) 343-1048 FAX. (910) 790-8282
WILMINGTON, NORTH CAROLINA 28401
243 NORTH FRONT STREET
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
2
2
3
4
1
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 585 SF1025 SF SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 1961 SF
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 815 SF1330 SF
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 804 SF1331 SF
SITE 1
SHEET 3 OF 7
PERMIT DRAWING
1369 SF
-L-
BEGIN GRADE
STA. 10+00.00
EL = 79.64 EL = 80.31
TB 2GI
30' RT
+50 -L-
49' LT
+45 -L-
50' LT
+65 -L-
77' LT
+50 -L-
83' LT
+50 -L-
30' LT
+50 -L-
00' LT
+58 -L-
00' LT
+58 -L-
68' LT
+50 -L-
104' LT
+65 -L-
30' LT
+00 -L-
55' RT
+50 -L-
64' RT
+50 -L-
65' RT
+00 -L-
71' RT
+50 -L-
66' RT
+06 -L-
45' RT
+00 -L-
30' RT
+50 -L-
530072_Hyd_prm_buf_sht2&3.dgn 8/24/2017 2:03:33 PM
TB 2GI
42"
18"15"TB 2GI
15"TB 2GI
15"15"BEAR CREEKBEAR CREEKWAYNE COUNTYLENOI
R COUNTYDETERMINED BY PHYSICAL OR PAROLE EVIDENCE
THE HISTORIC HIGH WATER MARK COULD NOT BE
VANDER WADE JR.
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 585 SF1025 SF
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 1961 SF
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 815 SF1330 SF
SITE
IMPACTS
BUFFER
IMPACTS
ZONE 1
IMPACTS
ZONE 2
SITE 1 804 SF1331 SF
SITE 1
DIVISION OF HIGHWAYS
8/18/17
NCDOT
LENOIR COUNTY
PROJECT: 17BP.2.R.72 (SF-530072)
BEAR CREEK
ON SR 1502 OVER
REPLACE BRIDGE #072PLAN VIEW
SHEET 4 OF 7
PERMIT DRAWING
NAD
8
3/ NA
2
0
11
50'0'
GRAPHIC SCALE
50'
1369 SF
TB 2GI
50' LT
+65 -L-
77' LT
+50 -L-
83' LT
+50 -L-
00' LT
+58 -L-
104' LT
+65 -L-
65' RT
+00 -L-
71' RT
+50 -L-
66' RT
+06 -L-
45' RT
+00 -L-
530072_Hyd_prm_buf_sht4.dgn 8/24/2017 2:02:42 PM
LENOIR COUNTY, NC
BRIDGE #072
BRIDGE #072
NOT TO SCALE
$FILEL$
$(USERNAME)$
$DATE$
VICINITY NOT TO SCALE
MAP
LENOIR COUNTY
PROJECT: 17BP.2.R.72 (SF-530072)
DIVISION OF HIGHWAYS
NCDOT
NORTH CAROLINA
8/18/17
BEAR CREEK
ON SR 1502 OVER
REPLACE BRIDGE #072
SHEET 5 OF 7
PERMIT DRAWING
530072_Hyd_prm_buf_sht5.dgn 8/18/2017 2:49:56 PM
LENOIR COUNTY
PROJECT: 17BP.2.R.72 (SF-530072)
REPLACE BRIDGE #072MAP
USGS
NOT TO SCALE
SITE
$FILEL$
$(USERNAME)$
$DATE$
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
BEAR CREEK
ON SR 1502 OVER
SHEET 6 OF 7
PERMIT DRAWING DBRIDGE #072 ON SR1502
530072_Hyd_prm_buf_sht6.dgn 8/18/2017 2:46:54 PM
NAMES AND ADDRESSES
PARCEL NO.
PROJECT: 17BP.2.R.72 (SF-530072)
LENOIR COUNTY
REPLACE BRIDGE #072
ON SR 1502 OVER
$FILEL$
$(USERNAME)$
$DATE$
PROPERTY OWNERS
NAMES ADDRESSES
NCDOT
DIVISION OF HIGHWAYS
8/18/17
SHEET 7 OF 7
PERMIT DRAWING
LA GRANGE, NC 28551
424 LA GRANGE ROADSHIRLEY SUTTON4
ATLANTIC BEACH, NC 28512
128 BOWEN ST ANN H. BATT3
GARNER, NC 27529
ONE BUTTERBALL LANE BUTTERBALL, LLC2
LAGRANGE, NC 28551
5326 FRINK SCHOOL RDVANDER WADE JR.1
BEAR CREEK
530072_Hyd_prm_buf_sht7.dgn 8/18/2017 2:47:51 PM