20210146 Ver 1_Garrett Rd Permit Drawings and Summaries_20210225

2
3 EXISTING R/W
T
T T
4
60.00'WOODS
RONALD BREWER
DB 1318 PG 1021
1
2
PARK RIDGE PARK LLC
DB 1386 PG 2318
CLINTON W WOODS
DB 725 PG 108
4
RENE O CASTELLANOS
DB 1329 PG 895
3
NAIL SET IN 12" PINE
TBM #1 EL=672.53'
NAIL SET IN " POWER POLE
TBM #2 EL=653.12'
WOODS
WOODSWOODS
WOODS
CONC
CONC
48" W/W
12" CMP12' SOIL48"
W/
W
LIGHT
EXISTING R/W EX. 60" CMPEX. INV=637.53'
EX. INV=639.23'
B
SHOWN PER GIS
SHOWN PER GIS
SHOWN PER GIS SHOWN PER GIS11'11'++11'11'++60" CMP
REMOVE EX. 11'11'SKEW=90
W/ HEADWALL & ENDWALL
66" CAAP @ 4.0%
C ELEV.=653.22'
C STA. 12+17 -L-
O
L
L
Matrimony
Creek
Cre
e
k
Matrimony
Creek
Matirmony
Creek
RIVER
RIVERSMITH
Va
n
1523
1593
1552
1501
1501
1501
1546
1546 1545
1524
1535
1535
1535
1535
1574
1568
1533
1539
1540
1544
1543
1530
1516
1561
1605
3004
1556
1783
1790
17001601
1600
1563
1554
1553
1590
1747
1604
3004
1773
1719
17191722
2039
1530
1527
1577
1575
1570
2281
2100
1529
1558
1553
1560
1721
1785
1709
1561 1605
2101
2282
SHEET 1 OF 4
PERMIT DRAWING
ENGLISH
V
=
=MPH
ADT 2016
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
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.
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
CONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPrepared in the Office of:
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
VICINITY MAP
N.T.S.
See Sheet 1-A For Index of Sheets
KEITH A. SCHELL, EI
SANDRA P. HAYES, PE
See Sheet 1-B For Standard Symbology Sheet
GRADING, PAVING, SHOULDER CONSTRUCTION,
GUARDRAIL, & CULVERT
PROJECT
ENDPROJECT
BEGIN ROCKINGHAM COUNTY
FUNC CLASS = LOCAL17BP.7.C.7-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.7
-L- STA. 12+75.00
END PROJECT 17BP.7.C.7
TOTAL LENGTH WBS PROJECT 17BP.7.C.7 = 0.024 MI
0.1 MI. W. JCT. SR 1553 (RHODES RD)
SR 1501 (GARRETT RD) -
20 40
20
1020
401020
4 824
1100
60
(SR 1553)
TO RHODES RD
(SR 1552)
TO BEESON RD
-L- STA. 12+17.00
PROP CULVERT
-L-
GARRETT RD (SR 1501)GARRETT RD (SR 1501)
-L-
NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUS
OF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
THE LIMITS ESTABLISHED BY METHOD II.
CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO
17.BP.7.C.7
WBS PROJECT:REPLACE PIPE# 78 2137 ON
CREEK2018 STANDARD SPECIFICATIONS
WETLAND AND SURFACE WATER IMPACTS PERMIT
J:\LIBRprojects\Div07\div07_culverts_with_usi\Group3\17BP.7.C.07\6.0_CAD_BIM\6.2_Work_In_Progress\Permit Drawings\G3_C07_wet_psh01.dgnHDR ENGINEERING, INC.3/8/2018F
F
F F
F
F
F
F
F
F
F
F NA 2011NAD 83/
1
2
3 EXISTING R/W
T
T T
4
BL-100
SR 1501 (GARRETT ROAD) 20' BST
60.00'60.00'WOODS
RONALD BREWER
DB 1318 PG 1021
1
2
PARK RIDGE PARK LLC
DB 1386 PG 2318
CLINTON W WOODS
DB 725 PG 108
4
RENE O CASTELLANOS
DB 1329 PG 895
3
NAIL SET IN 12" PINE
TBM #1 EL=672.53'
NAIL SET IN " POWER POLE
TBM #2 EL=653.12'
WOODS
WOODSWOODS
WOODS
CONC
CONC
48" W/W
12" CMP12' SOIL48" W/
W
LIGHT
12" RCP
-L- -L-
EXISTING R/W
(SR 1553)
TO RHODES RD
(SR 1552)RD
TO BEESON
EX. 60" CMPEX. INV=637.53'
EX. INV=639.23'
B
SHOWN PER GIS
SHOWN PER GIS
SHOWN PER GIS SHOWN PER GISW/HW & ENDWALL 66" CAAP101112131411'11'++11'11'++60" CMP
REMOVE EX. 11'11'SKEW=90
W/ HEADWALL & ENDWALL
66" CAAP @ 4.0%
C ELEV.=653.22'
C STA. 12+17 -L-
O
L
L
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
REVISIONS FACILITY
EXISTING TRANSPORTATION
FACILITY
EXISTING TRANSPORTATION
ENGLISH
2
NOT TO SCALE
INLET & OUTLET
SILL INSET 2 ft MIN
INLET & OUTLET
SILL INSET 2 ft MIN
FLOW
SILL
PROFILE VIEWX-SECTION VIEW
TO TOP OF BANK
@ 1.5:1 OR FLATTER
CLASS I RIP RAP
1 ft SILL
FROM STA. 12+25 TO STA. 12+55 -L- LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SILL & CHANNEL DETAIL B
INLET/OUTLET
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
WATER
IMPACTS IN SURFACE
DENOTES TEMPORARY
66" CAAP
WETLAND AND SURFACE WATER IMPACTS PERMIT
660
640
650
13+00 0100 1005050
PLAN VIEW
NOTES:
-SILL DIMENSIONS THE SAME @ INLET AND OUTLET
0.020.020.08 0.082:
1 NORMAL2:1 NORMALL
TOB
TOB
STREAM BED
630
640
650
L
L
SKEW=90
66" CAAP W/ HEADWALL & ENDWALL
C ELEV.=653.22'
C STA. 12+17.00 -L-
SLOPE=4.0%
C INV. ELEV.=636.9'
25 YR WS=642.4EL= 652.61
STA. 12+49.00
EXISTING ROAD
L
BEGIN GRADE
STA. 11+85.00
EL=654.65
SKEW=90
66" CAAP W/ HEADWALL & ENDWALL
LC ELEV.=653.22'
LC STA. 12+17.00 -L-
END GRADE
C INV. ELEV.=636.9'
11+00 12+00
SILL
SILL
25 YR WS=642.4
GRADE
PROPOSED
-L- STA. 12+75.00
END PROJECT 17BP.7.C.7
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.7
SHEET 2 OF 4
PERMIT DRAWING
RIGHT
GROUND
NATURAL
LEFT
GROUND
NATURAL
17BP.7.C.7
$FILEL$$(USERNAME)$$DATE$F
F
F F
F
F
F
F
F
F
F
F NA 2011NAD 83/
6646626606606606506406706806506506486466466486586566546526486466446426426446466486703 EXISTING R/W
T
T T
BL-100
SR 1501 (GARRETT ROAD) 20' BST
60.00'60.00'WOODS
RONALD BREWER
DB 1318 PG 1021
1
2
PARK RIDGE PARK LLC
DB 1386 PG 2318
CLINTON W WOODS
DB 725 PG 108
4
RENE O CASTELLANOS
DB 1329 PG 895
3
NAIL SET IN 12" PINE
TBM #1 EL=672.53'
NAIL SET IN " POWER POLE
TBM #2 EL=653.12'
WOODS
WOODSWOODS
WOODS
CONC
CONC
48" W/W
12" CMP12' SOIL48" W/
W
LIGHT
12" RCP
-L- -L-
EXISTING R/W
(SR 1553)
TO RHODES RD
(SR 1552)RD
TO BEESON
EX. 60" CMPB
SHOWN PER GIS
SHOWN PER GIS
SHOWN PER GIS SHOWN PER GISW/HW & ENDWALL 66" CAAPPOT Sta. 10+00.0010POT Sta. 14+66.701112131411'11'++11'11'++60" CMP
REMOVE EX. 11'11'SKEW=90
W/ HEADWALL & ENDWALL
66" CAAP @ 4.0%
C ELEV.=653.22'
C STA. 12+17 -L-
O
L
L
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
REVISIONS FACILITY
EXISTING TRANSPORTATION
FACILITY
EXISTING TRANSPORTATION
ENGLISH
3
NOT TO SCALE
INLET & OUTLET
SILL INSET 2 ft MIN
INLET & OUTLET
SILL INSET 2 ft MIN
FLOW
SILL
PROFILE VIEWX-SECTION VIEW
TO TOP OF BANK
@ 1.5:1 OR FLATTER
CLASS I RIP RAP
1 ft SILL
FROM STA. 12+25 TO STA. 12+55 -L- LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SILL & CHANNEL DETAIL B
INLET/OUTLET
66" CAAP
WETLAND AND SURFACE WATER IMPACTS PERMIT
660
640
650
13+00 0100 1005050
PLAN VIEW
NOTES:
-SILL DIMENSIONS THE SAME @ INLET AND OUTLET
0.020.020.08 0.082:
1 NORMAL2:1 NORMALL
TOB
TOB
STREAM BED
630
640
650
L
L
SKEW=90
66" CAAP W/ HEADWALL & ENDWALL
C ELEV.=653.22'
C STA. 12+17.00 -L-
SLOPE=4.0%
C INV. ELEV.=636.9'
25 YR WS=642.4EL= 652.61
STA. 12+49.00
EXISTING ROAD
L
BEGIN GRADE
STA. 11+85.00
EL=654.65
SKEW=90
66" CAAP W/ HEADWALL & ENDWALL
LC ELEV.=653.22'
LC STA. 12+17.00 -L-
END GRADE
C INV. ELEV.=636.9'
11+00 12+00
SILL
SILL
25 YR WS=642.4
GRADE
PROPOSED
-L- STA. 12+75.00
END PROJECT 17BP.7.C.7
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.7
17BP.7.C.7
GROUND
NATURAL
SHEET 3 OF 4
PERMIT DRAWING
LEGEND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
WATER
IMPACTS IN SURFACE
DENOTES TEMPORARY
F
F
F F
F
F
F
F
F
F
F
F NA 2011NAD 83/
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlandsWetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)S1 11+83 - 12+53 LT/RTBANK STABILIZATION0.0271S2 11+92 - 12+23 LT/RTIMPERVIOUS DIKES<0.0124S3 12+05 - 12+30 LT/RT66" CAAP0.0119TOTALS:0.03 0.01 90 24ATN Revised 3/31/05GUILFORD COUNTY WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTS3/7/2018SHEET 4 of 4 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS(STRUCTURE # 78 2137)PROJECT: 17BP.7.C.7