HomeMy WebLinkAbout20211364 Ver 1_17BP.2.R.90_Permit Drawings_BUFFER_20210923_20211014 5 S.Y. GEOTEXTILE
CL B RIP RAP 1 TON
5 S.Y. GEOTEXTILE
CL B RIP RAP 1 TON15 201
GROUNDNUT CREEKBRIDGE #68
ALDRIDGE STORE RD SR 1515
V
=
=
=MPH
ADT
ADT
FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
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.
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
22-SEP-2021 15:28B-4569_prm_buf_B1_tsh.dgnhe.yangCONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NALENOIR COUNTY
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
VICINITY MAP
See Sheet 1C-1 For Survey Control Sheet
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
BRIDGE NO. 530068 ON SR 1515 (ALDRIDGE STORE RD)
OVER GROUNDNUT CREEK
GRADING, DRAINAGE, PAVING, AND STRUCTURE
903
903
903
70
Middle
Sch.
E.B.Frink
Sch.
Elem.
LaGrange
LOCAL
2020 1000
PROJECT LENGTHPROJECT LENGTH
NCDOT CONTACT:
LENGTH STRUCTURES PROJECT = 0.013 MILES
LENGTH ROADWAY PROJECT = 0.086 MILES
TOTAL LENGTH PROJECT = 0.099 MILES
4TIP PROJECT:17BP.2.R.902040 1600
-L- STA. 14+75.00
BEGIN BRIDGE END BRIDGE
-L- STA. 19+50.00
-L-
17BP.2.PE.90 PE
(SR 1001)
TO PAULS PATH RD
JEFFREY P. MUHLBAUER, PE
FAITH E. JAHNKE, PE
MICHAEL AMAN, PE
PROJECT ENGINEER- DIVISION 2
SUB REGIONAL TIER
60
50 10025
50 1002550
50
10 5 10 20
BEGIN TIP PROJECT B-4569
END TIP PROJECT B-4569
Prepared in the Office of:
FIRM NO. P-0339
TO LA GRANGE
SITE
PROJECT
DETOUR ROUTE
END APPROACH SLAB
BEGIN APPROACH SLAB
Crossroads
Hardison
La Grange
Pop. 2,783Pop. 2,783
CAROLI
NARAI
LROAD17BP.2.R.90
GROUNDNUT CREEK17BP.2.R.90
CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
OCTOBER 9, 2019
MARCH 25, 2020
(ALDRIDGE STORE RD.)SR 1515
BRIDGE #68
-L- STA. 16+41.00
-L- STA. 16+51.88 -L- STA. 17+24.13
-L- STA. 17+35.00
17BP.2.R.90 CONST
ROW & UTL
ROW PLANS
www.summitde.net
Fax: (919) 732-6776
Voice: (919) 732-3883
Hillsborough, NC 27278-8551
320 Executive Ct.
903
903
903
903 70
Pop. 2,783
La Grange
Simroe
Church
Rouse
Chapel
Taylors
ChapelMosley
CreekGr
o
u
n
dnut
Cr
e
e
k Falli
ngJumpingRunBranchBuckBranchLake
Pine
SITE 1
BUFFER IMPACTS PERMIT
NAD 83/ 2011Was
hi
ngt
onSt.E.Fi
el
ds
St
ati
onRd.Ho
d
gesFar
mRd.L.D.Ha
r
d
y
Rd.Mos e l e yC reekR d.
Eason
Rd.Mos el eyCr eekRd.EasonRd.WatersMillRd.E.
WahingtonSt.Railr
oa
dSt.AlridgeStoreRd.Fire
Tower Rd.
RouseLoopPa
u
l
s
Pat
h
Rd.
Aldridge
Store
Rd.Bo
n
nie
Walters
Rd.
AlphonsoWaltersRd.
Rd.
Five
P
oints
Rd.BrothersRd.N.CharlesSt.
Rouse
Chape
lRd.Wal
t
er
sSt
.
FieldsStation
Rd.HarveyFieldsRd.W.P.HardyRd.Brothers
Coli
eRd.E.Nort
hMoseleyCre ekRd.
Brothers
Rd.
Loop
Fields
1001
1513
1512
1509
1510
1514
1507
1515
1515
1516
1502
1514
1515
1503
1518
1517
1519
1519
1001
1524
2005
1523
1527
15231603
1325
1378
1690
1503
1690
1514
1531
1519
1515
1511
Pauls Path Rd
EXCAVATE TO 73.5 EST 51 CY
CL II RIP-RAP KEYED IN 3.5' (TYP)
WSEL AT DATE OF SURVEY (4/30/19) = 68.8 FT
EXCAVATE TO 73.5 EST 93 CY
NWSEL = 69.8 FT
CL II RIP-RAP KEYED IN 3.5' (TYP)
RIP RAP BELOW EXCAVATION KEYED IN 1.5'RIP RAP BELOW EXCAVATION KEYED IN 1.5'
EXCAVATE TO 73.5 EST 93 CY
NWSEL = 69.8 FT
CL II RIP-RAP KEYED IN 3.5' (TYP)
RIP RAP BELOW EXCAVATION KEYED IN 1.5'
EXCAVATE TO 73.5 EST 51 CY
CL II RIP-RAP KEYED IN 3.5' (TYP)
WSEL AT DATE OF SURVEY (4/30/19) = 68.8 FT
RIP RAP BELOW EXCAVATION KEYED IN 1.5'
EXISTING BRIDGE TO BE REMOVED
EXISTING BRIDGE TO BE REMOVEDREVISIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/9922-SEP-2021 15:29B-4569_prm_buf_B2.dgnhe.yang50
60
70
80
90
100
50
60
70
80
90
100
110
120120
110
10 11 12 13 14 15 16 17 18 19 20 21 22
-L- SR 1515 (ALDRIDGE STORE RD.)
40 40
EL = 71.44'
-BL- STA 17+33.00, 126.00' RT
-L- STA 18+18.39, 115.69' RT
BM #1: R/R SPIKE IN 18" HARDWOOD
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
320 Executive Ct.
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
TYPE-III
TYPE-III
TYPE-III
TYPE-III
GREU TL-3
GREU TL-3
TL-3
GREU
TL-3
GREU
-L- +05.00
EX R/W
47.00' RT
-L- +29.00
-L- +65.00
-L- +08.00
EX R/W
47.00' RT
EX R/W
42.00' RT
EX R/W
42.00' RT
-L- +53.00
EX R/W
45.00' LT
-L- +04.00
EX R/W
45.00' LT
vvvv18" HDPE
15" RCP
15" RCP
24" RCP10' SOIL10' S
OIL/
G
R18' SOIL/GR10'
S
OI
L
OLD BRIDGE HEADWALL
SR 1515 (ALDRIDGE STORE RD.) 20' BST SR 1515 (ALDRIDGE STORE RD.) 20' BST
CHARLES E. ROUSE
ALBRET L. ROUSE,et ux
GARY A. CROUSE
GARY A. CROUSE
GARY A. CROUSE
GARY L. TAYLOR,et ux
JESSE R. HARRISON, et ux
JESSE R. HARRISON, et ux
KENNETH G. HARRISON
EIP
EIP EIP
EIP
EIP
EIP
EXISTING R/W MONUMENT
EIP
EIP
0.
7
2' R/W TO EI
P0.
0
9' R/W TO EI
P0.08' R/W TO EI
PEIP
70.00'EXISTING R/W
EXISTING R/W 70.00'EXISTING R/W
EXISTING R/W
OLD ROAD BED
100208263294307308GROUNDNUT CREEKAMY L. ALDRIDGE
AMY L. BROWN,et al
CHARLES E. ROUSE
ANNE D. ROUSE
CORY L. BRACY, et ux
CHARLES E. ROUSE
15" RCP-III
15" RCP-III
TB 2GI 15"15"TB 2GI
TB 2GI100281.36CPNAI
LBRIDGE #68
15" RCP-III
15" RCP-III
TB 2GI 15"15"TB 2GI
TB 2GI
1.5:11.5:1EL = 79.27'
16+10.83
SAG
ELEV = 80.45'
-L- STA 14+75.00
BEGIN GRADE
(-)1.5363%
EXIST GRADE
(+)1.5684%
EXIST GRADE
ELEV = 80.65
-L- STA 19+50.00
END GRADE
PI = 19+05.00
EL = 80.16'
PI = 15+65.00
EL = 79.08'
(-)1.5222%(+)0.3176%(+)0.3176%(+)1.0889%1.5:11.5:1-L- STA 16+51.88
BEGIN BRIDGE
-L- STA 17+24.13
END BRIDGE
-L- STA 16+41.00
BEGIN APPROACH SLAB
-L- STA 17+35.00
END APPROACH SLAB
GRAPHIC SCALE
0'100'100'
SITE 1
2
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SHEET 2 OF 5
BUFFER DRAWING
BRIDGE 68
ENLARGEMENT OF
SEE SHEET 3 FOR
17BP.2.R.90
15TYPE-III
TYPE-III
TYPE-III
TYPE-III
GREU TL-3
GREU TL-3
TL-3
GREU
TL-3
GREU
OLD BRIDGE HEADWALL
EIP
48" WD
70.00'OLD ROAD BED
195GROUNDNUT CREEK0102000215" RCP-III
15" RCP-III
TB 2GI 15"15"O
O
TB 2GI
TB 2GI
BRIDGE #68
15" RCP-III
15" RCP-III
TB 2GI 15"15"O
O
TB 2GI
TB 2GI
SITE 1
SHEET 3 OF 5
BUFFER DRAWING
SCALE: 1"= 100'
0'25'25'
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.
HYDRAULICS
ENGINEER
(919) 732-6676 (FAX)
(919) 732-3883
Hillsborough, NC 27278
504 Meadowlands Drive
NC FIRM LICENSE No: P-0339
Office of:
Prepared in the
3
ENGINEER
ROADWAY DESIGN
R/W SHEET NO.
17BP.2.R.90
PROJECT REFERENCE NO.
SiteStationStructureNo. (From/To)Size / Type1 16+53 TO 17+23 -L- Proposed Bridgex99 167 266 0 0 09916726600000NOTES:Revised 2018 Feb SHEET 4OF5BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPELENOIR17BP.2.R.90B-4569ALLOWABLEMITIGABLE9/23/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)
ZONE 1 (ft2)ZONE 2 (ft2)116+53 TO 17+23 -L- Proposed Bridge1111Revised 2018 Feb SHEET 5OF5WETLANDS IN BUFFER IMPACTS SUMMARYB-4569NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS9/23/2021LENOIR17BP.2.R.90WETLANDS IN BUFFERSSITE NO.STATION (FROM/TO)TOTAL:STRUCTURERev. Jan 2009