HomeMy WebLinkAbout20191233 Ver 2_Crabtree West Permit Drawings 03_05_2021_20210305-L1-
-HSW-
-Y5-TYPE-IIITYPE-IIITYPE-III-EBCR--EBCR-Ri
chl
and Cr
e
ekCrabtree Creek
H14014.00
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
FUNC. CLASSIFICATION
LEAN ANGLE
DESIGN SPEED
=
=
=
DESIGN DATA PROJECT LENGTHGRAPHIC SCALES
0
PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL)
0
GREENWAY
20 DEGREES
20 MPH
NORTH CAROLINA
CITY OF RALEIGH
CRABTREE CREEK WEST GREENWAY
FROM EBENEZER CHURCH ROAD TO LINDSAY DRIVE
LOCATION:
1
VICINITY MAPEBENEZER CHURCH RD.DURALEI
GH RD.LI
NDSAY DR.PICARDY DR.POYNER RD.BOXWOOD RD.
WEAVER DR.
-L1--L2--Y2-
-Y1-
-L1-
-L2- STA. 46+30.36
END CONSTRUCTION
-L1- STA. 4+12.68
BEGIN CONSTRUCTION
BEGIN PROJECT
-L1- STA. 63+10.02
END CONSTRUCTION
-L2- STA. 10+80.60
BEGIN CONSTRUCTION
30 15 0 30 60 30 15 30 60
LENGTH OF PROJECT
LENGTH OF BRIDGE
LENGTH OF BOARDWALK
LENGTH OF ASPHALT TRAIL
=
=
=
=
1.80 MI
0.06 MI
0.01 MI
1.73 MI1"=30'1"=30'1"=6'
PARK
STATE
UMSTEAD
4
5
6
7
8
9 10
11
12
13
14
15
6 1236
CRABTREE CREEK
RICHLAND CREEKCOR: 636-99220450-01-17
FA# CMAQ.0520(57)
WBS: 43714.3.8
16
17
NCDOT TIP# C-5604-OD
& EROSION CONTROL
BOARDWALKS, BRIDGES, DRAINAGE,
GRADING, PAVING, RETAINING WALLS,
TYPE OF WORK:
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
END PROJECT
ACCESS
CONSTRUCTION
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 24
PERMIT DRAWING
PARK
STATE
UMSTEAD
LI
NDSAY DR.DURALEI
GH RD.EBENEZER CHURCH RD.PICARDY DR.W/E
252.4
W/E
285.7
262.1
W/E
W/E
272.8
274.9
W/E
W/E
273.1
259.5
W/E
W/E
247.3
232.1
W/E
240.4
W/E
W/E
240.4
EXIST ROWS
RIPRAP
STREAM F
STREAM G
WETLAND H
WETLAND I
WETLAND K
WETLAND L
STREAM ECRABTREE CREEKCRABTREE CREEK
C
R
ABT
REE C
REE
K
CRABTREE CREEK
STREAM J
RICHLAND CREE
KRIC
HL
AND CREEK
WETLAND E
WETLAND C
WETLAND B
WETLAND A
WETLAND G
WETLAND D
STREAM B
STREAM B
STREAM C
STREAM A
FUNC. CLASSIFICATION
LEAN ANGLE
DESIGN SPEED
=
=
=
DESIGN DATA PROJECT LENGTHGRAPHIC SCALES
0
PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL)
0
GREENWAY
20 DEGREES
20 MPH
NORTH CAROLINA
CITY OF RALEIGH
CRABTREE CREEK WEST GREENWAY
FROM EBENEZER CHURCH ROAD TO LINDSAY DRIVE
LOCATION:
1
VICINITY MAPEBENEZER CHURCH RD.DURALEI
GH RD.LI
NDSAY DR.PICARDY DR.POYNER RD.BOXWOOD RD.
WEAVER DR.
-L1--L2--Y2-
-Y1-
-L1-
-L2- STA. 46+30.36
END CONSTRUCTION
-L1- STA. 4+12.68
BEGIN CONSTRUCTION
BEGIN PROJECT
-L1- STA. 63+10.02
END CONSTRUCTION
-L2- STA. 10+80.60
BEGIN CONSTRUCTION
30 15 0 30 60 30 15 30 60
LENGTH OF PROJECT
LENGTH OF BRIDGE
LENGTH OF BOARDWALK
LENGTH OF ASPHALT TRAIL
=
=
=
=
1.80 MI
0.06 MI
0.01 MI
1.73 MI1"=30'1"=30'1"=6'
PARK
STATE
UMSTEAD
4
5
6
7
8
9 10
11
12
13
14
15
6 1236
CRABTREE CREEK
RICHLAND CREEKCOR: 636-99220450-01-17
FA# CMAQ.0520(57)
WBS: 43714.3.8
16
17
NCDOT TIP# C-5604-OD
& EROSION CONTROL
BOARDWALKS, BRIDGES, DRAINAGE,
GRADING, PAVING, RETAINING WALLS,
TYPE OF WORK:
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
ACCESS
CONSTRUCTION
END PROJECT
ACCESS
CONSTRUCTION
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 24
PERMIT DRAWING
PARK
STATE
UMSTEAD
LI
NDSAY DR.DURALEI
GH RD.EBENEZER CHURCH RD.PICARDY DR.SITE 1
SITE 14
SITE 2
SITE 3
SITE 13
11 & 12
SITES
SITE 10
SITE 8
SITE 7
SITE 4
SITE 5
SITE 6
TO RENUMBERING OF THE SITES.
NOTE: SITE 7 HAS BEEN DELETED DUE
SITE 9
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
RIP
RAP
WOODED
AREA
WOODED
AREA
LOT 213
PIN 0786-12-9457
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
EL. = 245.11
-L1- STA. 4+12.68
MATCH EXISTING PATH
BEGIN GRADE
8.9' CLEAR
CHURCH RD
EBENEZER
PI = 5+58.33
EL = 237.83'(-)5
.00
0
0%
VC = 90'
PI = 8+83.33
EL = 239.61'
(+)0.5500%(-)0.9000%
VC = 20'
-L1- STA. 10+88.33
BEGIN BOARDWALK 1
-L1- STA. 11+18.33
END BOARDWALK 1
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
(+) 2.1000%
EL. = 233.60
STA. 11+25.00
BEGIN DITCH RT.
18" HDPE
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
5 SY GEOTEXTILE
1 TON
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
REMOVEJB w/Slab Lid
15" RCP-III
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 10 SY
EST 3 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
SEE DETAIL 3
EST 165 SY GEOTEXTILE
EST 55 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTIONGREU TL-34+00
5+00
6+00
7+00
8+00
10+0011+00
-L1-
11+00
9+0015+00
-Y5-TYPE-IIITYPE-IIITYPE-III15+0013+0014+0017+00+40.00C
A
T-1+15
.00
11'
11'
1
2'
12'
8'
8'
10.5'
B
M 2007 PG 1484
TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
F
F
C
F
F
FFF F
F C
C
F F
F
FF
F
F
C
C
C
F
F
F
F
C
C
C C
C F
C
C
F F
C
C
CFCF
F
F
F FCCFF
F
F
C FCC
WETLAND
D
STREAM
B
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
5+00
11+00
12'12'BM 2007 PG 1484TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
F
F
F
F
C
F
F FFSTREAM BSEE SHEET 5MATCHLINE -L1- STA 11+50.0044567891011
230
240
250
260
230
240
250
260-L1-MATCHLINE -L1- STA. 11+50.00 SEE SHEET 5SEE SHEETS 16 & 16A FOR -Y3- AND -HSW- PLAN & PROFILES
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 2 OF 24
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 1
SITE 2
SITE 2
SITE 1
WATERS
SURFACE
IMPACTS IN
TEMPORARY
CRABTREE CREEK
235235235235235235
235235235235235235235235235235
235
235 235
235
235
240240240240240240240 240240240240
240
240
240240240240240240240 240245245245245245
245245
245
245
245
250250250250250250250
255255255255255255255
255
260260260260260260
265H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
RIP
RAP
WOODED
AREA
WOODED
AREA
LOT 213
PIN 0786-12-9457
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
EL. = 245.11
-L1- STA. 4+12.68
MATCH EXISTING PATH
BEGIN GRADE
8.9' CLEAR
CHURCH RD
EBENEZER
PI = 5+58.33
EL = 237.83'(-)5
.00
0
0%
VC = 90'
PI = 8+83.33
EL = 239.61'
(+)0.5500%(-)0.9000%
VC = 20'
-L1- STA. 10+88.33
BEGIN BOARDWALK 1
-L1- STA. 11+18.33
END BOARDWALK 1
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
(+) 2.1000%
EL. = 233.60
STA. 11+25.00
BEGIN DITCH RT.
18" HDPE
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
5 SY GEOTEXTILE
1 TON
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
REMOVEJB w/Slab Lid
15" RCP-III
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 10 SY
EST 3 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
SEE DETAIL 3
EST 165 SY GEOTEXTILE
EST 55 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTIONGREU TL-34+00
5+00
6+00
7+00
8+00
10+0011+00
-L1-
11+00
9+0015+00
-Y5-TYPE-IIITYPE-IIITYPE-III15+0013+0014+0017+00+40.00C
A
T-1+15
.00
11'
11'
1
2'
12'
8'
8'
10.5'
B
M 2007 PG 1484
TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
ELEV: 234.59'
E: 2082272.420
N: 762725.321
F
F
C
F
F
FFF F
F C
C
F F
F
FF
F
F
C
C
C
F
F
F
F
C
C
C C
C F
C
C
F F
C
C
CFCF
F
F
F FCCFF
F
F
C FCC
WETLAND
D
STREAM
B
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
235235
240
5+00
11+00
12'12'BM 2007 PG 1484TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
ELEV: 234.59'
E: 2082272.420
N: 762725.321235
235235235
F
F
F
F
C
F
F FFSTREAM BSEE SHEET 5MATCHLINE -L1- STA 11+50.0044567891011
230
240
250
260
230
240
250
260-L1-MATCHLINE -L1- STA. 11+50.00 SEE SHEET 5SEE SHEETS 16 & 16A FOR -Y3- AND -HSW- PLAN & PROFILES
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 3 OF 24
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 1
SITE 2
SITE 2
SITE 1
WATERS
SURFACE
IMPACTS IN
TEMPORARY
CRABTREE CREEK
LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
PIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
PIN 0786-22-4319
DB 015298, PG 00731
JENNIFER A. KEUS
MICHAEL A. KEUS &
N/F
PT Sta. 11+62.92
PC Sta. 13+62.35
PRC Sta. 14+10.98
PC Sta. 15+49.45
PC Sta. 18+01.16
PRC Sta. 18+95.08
12+00
13+00
14+00 15+00
16+00
17+00
18+00
PT Sta. 16+57.63
PT Sta. 14+78.29.02.02.0212'12'
BM 2007 PG 1484TREE CONSERVATION AREA100' WIDE GREENWAY &
B
M 2007 P
G 1484
TREE C
O
NSER
V
ATI
O
N
A
RE
A
75' WI
DE
G
REE
N
WA
Y &ELEV: 237.76'
E: 2082369.914
N: 762693.756
ELEV: 236.42'
E: 2082468.510
N: 762661.142
PI = 11+83.33
EL = 236.91'
(-)0.9000%(+)0.5000%
VC = 30'
PI = 12+78.33
EL = 237.39'
(+)0.5000%(-)1.1050%
VC = 40'
PI = 14+13.33
EL = 235.90'
(-)1.1050%(+)2.7000%
VC = 70'
PI = 15+48.33
EL = 239.54'
(+)2.7000%(-)3
.8000%
VC = 30'
PI = 16+08.33
EL = 237.26'(-)3
.8000%(+)0.3515%
VC = 70'
-L1- STA. 14+80.25
BEGIN BRIDGE 1
-L1- STA. 15+32.41
END BRIDGE 1
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
El = 234.125
(+) 0.5000%El = 235.00(+) 0.5000%
(+) 1.0000%
(+) 0.5000%
PI =11+50.00
EL. = 235.50STA. 14+25.00END DITCH RT.EL. = 236.50STA. 18+00.00END DITCH RT.PI =16+50.00EL. = 234.41
STA. 15+32.00
BEGIN DITCH RT.EL. = 234.50STA. 16+00.00BEGIN DITCH LT.H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
SEE DETAIL 1
SPECIAL CUT DITCH
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
RIP RAP
CLASS II
SEE DETAIL 13
EST 140 SY GEOTEXTILE
EST 75 TONS
BANK STABILIZATION
RIP RAP
CLASS II
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
RIP RAP
CLASS II
F
C
F
C
F
C
F
CF
F
C
F
CC
C
C
F
C
F
C
F
F
F
C
PC Sta. 15+49.45
15+00MATCHLINE -L1- STA 11+50.00 SEE SHEET 4MATCHLI
NE
-L1- STA 19+00.00 SEE SHEET 651213141516171819
220
230
240
250
260
220
230
240
250
260-L1-MATCHLINE -L1- STA. 19+00.00 SEE SHEET 6MATCHLINE -L1- STA. 11+50.00 SEE SHEET 4SITE 3
SITE 3
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 4 OF 24
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CRABTREE CREEK
RI
C
HL
AND
C
R
E
E
KF
F
C
F
235235235
235
235235235235235235235235235
235
235
235
235235 235235235235235235
235
2
3
5
235
240240240240240240240240245245245245245245245250250250250250250255255255255255255260260260260260265265265265270270270270270275275275275280280280285285290LOT 112
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
PIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
PIN 0786-22-4319
DB 015298, PG 00731
JENNIFER A. KEUS
MICHAEL A. KEUS &
N/F
PT Sta. 11+62.92
PC Sta. 13+62.35
PRC Sta. 14+10.98
PC Sta. 15+49.45
PC Sta. 18+01.16
PRC Sta. 18+95.08
12+00
13+00
14+00 15+00
16+00
17+00
18+00
PT Sta. 16+57.63
PT Sta. 14+78.29.02.02.0212'12'
BM 2007 PG 1484TREE CONSERVATION AREA100' WIDE GREENWAY &
B
M 2007 P
G 1484
TREE C
O
NSER
V
ATI
O
N
A
RE
A
75' WI
DE
G
REE
N
WA
Y &ELEV: 237.76'
E: 2082369.914
N: 762693.756
ELEV: 236.42'
E: 2082468.510
N: 762661.142
PI = 11+83.33
EL = 236.91'
(-)0.9000%(+)0.5000%
VC = 30'
PI = 12+78.33
EL = 237.39'
(+)0.5000%(-)1.1050%
VC = 40'
PI = 14+13.33
EL = 235.90'
(-)1.1050%(+)2.7000%
VC = 70'
PI = 15+48.33
EL = 239.54'
(+)2.7000%(-)3
.8000%
VC = 30'
PI = 16+08.33
EL = 237.26'(-)3
.8000%(+)0.3515%
VC = 70'
-L1- STA. 14+80.25
BEGIN BRIDGE 1
-L1- STA. 15+32.41
END BRIDGE 1
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
El = 234.125
(+) 0.5000%El = 235.00(+) 0.5000%
(+) 1.0000%
(+) 0.5000%
PI =11+50.00
EL. = 235.50STA. 14+25.00END DITCH RT.EL. = 236.50STA. 18+00.00END DITCH RT.PI =16+50.00EL. = 234.41
STA. 15+32.00
BEGIN DITCH RT.EL. = 234.50STA. 16+00.00BEGIN DITCH LT.H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
SEE DETAIL 1
SPECIAL CUT DITCH
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 3
EST 45 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
RIP RAP
CLASS II
SEE DETAIL 13
EST 140 SY GEOTEXTILE
EST 75 TONS
BANK STABILIZATION
RIP RAP
CLASS II
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
RIP RAP
CLASS II 235235
235
240F
C
F
C
F
C
F
CF
F
C
F
CC
C
C
F
C
F
C
F
F
F
C
PC Sta. 15+49.45
15+00
16+00
B
M 2007 P
G 1484
T
REE
C
O
NSE
R
V
ATI
O
N
A
RE
A
75' WI
DE
G
REE
N
WA
Y &MATCHLINE -L1- STA 11+50.00 SEE SHEET 451213141516171819
220
230
240
250
260
220
230
240
250
260-L1-MATCHLINE -L1- STA. 19+00.00 SEE SHEET 6MATCHLINE -L1- STA. 11+50.00 SEE SHEET 4SITE 3
SITE 3
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 5 OF 24
PERMIT DRAWING
SEE SHEET 6MATCHLI
NE
-L1- STA 19+00.00
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY CRABTREE CREEK
RI
C
HL
AND
C
R
E
E
KF
F
C
F
W
PIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
PI = 23+55.00
EL = 241.66'
VC = 30'
PI = 24+05.00
EL = 239.66'
VC = 70'
(+)1.2000%(-)4
.0000%(+)0.5000%
PI = 20+65.00
EL = 238.87'
(+)0.3515%
VC = 50'
PI = 21+35.00
EL = 241.18'
(+)3.3000%(-)1.5000%
VC = 80'
PI = 22+15.00
EL = 239.98'
(+)1.2000%
VC = 50'
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
El = 238.80(+) 0.5000%
(+) 0.8000%El = 240.00(+) 0.5000%
(+) 0.5000%PI =26+50.00PI =25+00.00EL. = 237.98
STA. 23+37.00
BEGIN DITCH RT.EL. = 238.50STA. 22+00.00END DITCH LT.EL. = 238.16STA. 23+32.00BEGIN DITCH LT.EL. = 239.00STA. 25+00.00END DITCH LT.EL. = 236.50PI =20+00.00(+) 1.0000%
-L1- STA. 22+82.92
BEGIN BRIDGE 2
-L1- STA. 23+35.08
END BRIDGE 2
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
RIP RAP
CLASS II
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
2
3
+0
0
PC Sta. 23+36.13
24+00
F
C
C
PRC Sta. 19+78.45
PRC Sta. 20+32.01
PT Sta. 20+68.40
PT Sta. 22+79.44
PC Sta. 21+79.15
20+00
21+00
22+00
2
3
+0
0
PC Sta. 23+36.13
24+00
25+00
26+00
PCC Sta. 26+52.14
PCC Sta. 26+84.91
12'12'CFCFF
C
F
F
F
F
C
C
C
C
C
C
F
C
F
F
C
C
CCSTA 27+00.00 SEE SHEET 7MATCHLINE -L1-6
220
230
240
250
260
220
230
240
250
260
19 20 21 22 23 24 25 26
-L1-MAT
C
HLI
NE -L1- ST
A 19+00.00 SEE S
HEET 5
27MATCHLINE -L1- STA. 27+00.00 SEE SHEET 7MATCHLINE -L1- STA. 19+00.00 SEE SHEET 5S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 6 OF 24
PERMIT DRAWING
SITE 4
SITE 4 SITE 4
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 4
RICHLAND CREEK
235235235235235235235235
235235
235
235
235235235 240
240
240
240240240240240240
240 240240245245
250250
255255
260265265270275280W
PIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
PI = 23+55.00
EL = 241.66'
VC = 30'
PI = 24+05.00
EL = 239.66'
VC = 70'
(+)1.2000%(-)4
.0000%(+)0.5000%
PI = 20+65.00
EL = 238.87'
(+)0.3515%
VC = 50'
PI = 21+35.00
EL = 241.18'
(+)3.3000%(-)1.5000%
VC = 80'
PI = 22+15.00
EL = 239.98'
(+)1.2000%
VC = 50'
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
El = 238.80(+) 0.5000%
(+) 0.8000%El = 240.00(+) 0.5000%
(+) 0.5000%PI =26+50.00PI =25+00.00EL. = 237.98
STA. 23+37.00
BEGIN DITCH RT.EL. = 238.50STA. 22+00.00END DITCH LT.EL. = 238.16STA. 23+32.00BEGIN DITCH LT.EL. = 239.00STA. 25+00.00END DITCH LT.EL. = 236.50PI =20+00.00(+) 1.0000%
-L1- STA. 22+82.92
BEGIN BRIDGE 2
-L1- STA. 23+35.08
END BRIDGE 2
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
RIP RAP
CLASS II
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
2
3
+0
0
PC Sta. 23+36.13
24+00235235240F
C
C
PRC Sta. 19+78.45
PRC Sta. 20+32.01
PT Sta. 20+68.40
PT Sta. 22+79.44
PC Sta. 21+79.15
20+00
21+00
22+00
2
3
+0
0
PC Sta. 23+36.13
24+00
PRC Sta. 24+26.46
25+00
26+00
PCC Sta. 26+52.14
PCC Sta. 26+84.91
12'12'BM 2007 PG 1484
TREE CONSERVATION AREA
75' WIDE GREENWAY &CFCFF
C
F
F
F
F
C
C
C
C
C
C
F
C
F
F
C
C
CCSTA 27+00.00 SEE SHEET 7MATCHLINE -L1-6
220
230
240
250
260
220
230
240
250
260
19 20 21 22 23 24 25 26
-L1-MAT
C
HLI
NE -L1- ST
A 19+00.00 SEE S
HEET 5
27MATCHLINE -L1- STA. 27+00.00 SEE SHEET 7MATCHLINE -L1- STA. 19+00.00 SEE SHEET 5S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 7 OF 24
PERMIT DRAWING
SITE 4
SITE 4
SITE 4
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 4
RICHLAND CREEK
2
8+
00
2
9
+
0
0
30+00PRC Sta. 30+48.05
31+00
PT Sta. 31+14.39
32+00PRC Sta. 37+75.79PCC Sta. 37+16.57PI Sta. 42+75.83.02.0212'12'BM
2
0
0
7 PG
1
4
8
4TREE CONSERVATI
ON AREA7
5' WI
DE GREENWAY &C
C
C
F
C FCFF
C
C
F
F C
C
C
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
PI = 28+25.00
EL = 241.76'
VC = 20'
PI = 29+30.00
EL = 243.23'
VC = 20'
PI = 31+55.00
EL = 242.67'
VC = 30'
(+)0.5000%(+)1.4000%
(+)1.4000%(-)0.2500%(-)0.2500%
(+)1.3000%
-L1- STA. 31+13.00
BEGIN BOARDWALK 2
-L1- STA. 31+33.00
END BOARDWALK 2
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
El = 241.20(+) 0.6000%
(+) 1.0000%El = 242.20(-) 0.5000%
(+) 1.2000%EL. = 241.35STA. 31+20.00END DITCH RT.EL. = 241.30
STA. 31+25.00
BEGIN DITCH LT.PI =29+50.00PI =28+50.00H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
24031+00 32+00
SEE SHEET 6MATCHLINE -L1- STA 27+00.00230
240
250
27 28 29 30 31 32 33
230
240
250
7
220
260
220
260-L1-MATCHLINE -L1- STA 33+00.00 SEE SHEET 8SEE SHEET 8MATCHLINE -L1- STA 33+00.00MATCHLINE -L1- STA 27+00.00 SEE SHEET 6S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 8 OF 24
PERMIT DRAWING
SITE 5
SITE 5
SITE 5
SITE 5
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 5
RICHLAND CREEK
F
C
F
235235235
235
2
3
5
240
240240240240240
2
4
0
240
2402402402402402402452452452452452452452452452452502502502502502
5
0
250
2552552552552
5
5
2602602602602602602652652652652702702752
8+
00
2
9
+
0
0
30+00PRC Sta. 30+48.05
31+00
PT Sta. 31+14.39
32+00PRC Sta. 37+75.79PCC Sta. 37+16.57PI Sta. 42+75.83.02.0212'12'BM
2
0
0
7 PG
1
4
8
4TREE CONSERVATI
ON AREA7
5' WI
DE GREENWAY &C
C
C
F
C FCFF
C
C
F
F C
C
C
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
PI = 28+25.00
EL = 241.76'
VC = 20'
PI = 29+30.00
EL = 243.23'
VC = 20'
PI = 31+55.00
EL = 242.67'
VC = 30'
(+)0.5000%(+)1.4000%
(+)1.4000%(-)0.2500%(-)0.2500%
(+)1.3000%
-L1- STA. 31+13.00
BEGIN BOARDWALK 2
-L1- STA. 31+33.00
END BOARDWALK 2
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
El = 241.20(+) 0.6000%
(+) 1.0000%El = 242.20(-) 0.5000%
(+) 1.2000%EL. = 241.35STA. 31+20.00END DITCH RT.EL. = 241.30
STA. 31+25.00
BEGIN DITCH LT.PI =29+50.00PI =28+50.00H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
24031+00 32+00
SEE SHEET 6MATCHLINE -L1- STA 27+00.00230
240
250
27 28 29 30 31 32 33
230
240
250
7
220
260
220
260-L1-MATCHLINE -L1- STA 33+00.00 SEE SHEET 8SEE SHEET 8MATCHLINE -L1- STA 33+00.00MATCHLINE -L1- STA 27+00.00 SEE SHEET 6S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 9 OF 24
PERMIT DRAWING
SITE 5
SITE 5
SITE 5
SITE 5
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 5
RICHLAND
CREEK
F
C
F
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
3
4
+0
0 35+0036+0037+003
8
+
0
0
39+00
40+00
45
+
00
41+00
42+00
4
3
+
0
0
44+00
46+0047+0048+0049+00
50+00 51+0052+0053+00 54+00
B
M 2007 PG 1484
TREE CONSERVATION AREA
75' WIDE GREEN
WAY &
PI = 34+35.00
EL = 246.31'
VC = 20'
(+)1.3000%
-L1- STA. 34+61.92
BEGIN BRIDGE 3
-L1- STA. 35+04.08
END BRIDGE 3
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
EL. = 244.00
STA. 33+50
END DITCH LT.
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
-L1- STA. 39+79.83
BEGIN BOARDWALK 3
(-)0.8786%
PI = 36+23.35
EL = 244.65'
VC = 129'
PI = 37+95.22
EL = 252.82'
VC = 40'
VC = 20'
EL = 251.98'
PI = 37+53.00
(+)5.6500%
(+)2.0000%
(+)8.3300%
(+)2.0000%
VC = 20'
EL = 265.98'
PI = 39+53.21 (+)3.0000%(+)4.0000%(+)5.0000%(+)6.0000%
PI = 40+01.84
EL = 266.95'
PI = 40+21.84
EL = 267.55'
PI = 40+41.84
EL = 268.35'
PI = 40+61.84
EL = 269.35'
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
DRAIN
GRADE TO
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
18" HDPE
SEE DETAIL 8
BERM DITCH
EST 399 SY GEOTEXTILE
EST 248 TONS
CLASS II RIP RAP
SEE DETAIL 9
BERM DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
STA 34+71 -L-
DETAIL 13
GEOTEXTILE
Type of Liner= CLASS II RIPRAP
3.0'min.
2.0'
NWS
STA 34+95 -L-
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
C
C
C
F
C
F
F
C FCFFCCF
F
F CF
F
C
C
C
C
C
C CCCFFFCFCFCFCCCFF F F
C
F
F
F
F
C
CC
FCF
F
F
F
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
3
4
+0
0 35+0040+00
33 34 35 36 37 38 39 8
240
250
260
270
240
250
260
270
40 41
-L1-STA 54+00.00 SEE SHEET 9MATCHLI
NE
-L1-MATCHLINE -L1- STA. 41+00.00 SEE SHEET 8AMATCHLINE -L1- STA. 33+00.00 SEE SHEET 7SEE SHEET 7
STA 33+00.00
MATCHLINE -L1-
SHEET 10 OF 24
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 6
SITE 6
SITE 6
SITE 6
SITE 6
RI
CHLAND CREEK
240
2
4
0
2
4
0
240240240240240240
2452452452
4
5
245
245
245
2
5
0250
250
250
2
5
5255 2552
5
5
2
6
0
260
260
2602652
6
5
265
265
265270270270
270
2
7
0
270
275
275275275275
275275
280
2802802802
8
0
280
280
2
8
0 2852852852852852
8
5
285
2
8
5
2
8
5 2902902902902
9
0
290
290
290 295295295295295
295
295
295 300300300300300300
3
0
0
30
0
300 3053053053
0
5
305
3
0
5 305 310310310310
3
1
0
310 3153153153153153
1
5
315 320320320320
320 325325325330330335340PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
(BM 1985, PG 1303)
40' SANITARY SEWER EASEMENT
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
3
4
+0
0 35+0036+0037+003
8
+
0
0
39+00
40+00
45
+
00
41+00
42+00
4
3
+
0
0
44+00
46+0047+0048+0049+00
50+00 51+0052+0053+00 54+00
B
M 2007 PG 1484
TREE CONSERVATION AREA
75' WIDE GREEN
WAY &
PI = 34+35.00
EL = 246.31'
VC = 20'
(+)1.3000%
-L1- STA. 34+61.92
BEGIN BRIDGE 3
-L1- STA. 35+04.08
END BRIDGE 3
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
EL. = 244.00
STA. 33+50
END DITCH LT.
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
-L1- STA. 39+79.83
BEGIN BOARDWALK 3
(-)0.8786%
PI = 36+23.35
EL = 244.65'
VC = 129'
PI = 37+95.22
EL = 252.82'
VC = 40'
VC = 20'
EL = 251.98'
PI = 37+53.00
(+)5.6500%
(+)2.0000%
(+)8.3300%
(+)2.0000%
VC = 20'
EL = 265.98'
PI = 39+53.21 (+)3.0000%(+)4.0000%(+)5.0000%(+)6.0000%
PI = 40+01.84
EL = 266.95'
PI = 40+21.84
EL = 267.55'
PI = 40+41.84
EL = 268.35'
PI = 40+61.84
EL = 269.35'
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
DRAIN
GRADE TO
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
18" HDPE
SEE DETAIL 8
BERM DITCH
EST 399 SY GEOTEXTILE
EST 248 TONS
CLASS II RIP RAP
SEE DETAIL 9
BERM DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
STA 34+71 -L-
DETAIL 13
GEOTEXTILE
Type of Liner= CLASS II RIPRAP
3.0'min.
2.0'
NWS
STA 34+95 -L-
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 1
SPECIAL CUT DITCH
RIP RAP
CLASS II
RIP RAP
CLASS II
SEE DETAIL 13
EST 90 SY GEOTEXTILE
EST 45 TONS
BANK STABILIZATION
2
40
240245245
C
C
C
F
C
F
F
C FCFFCCF
F
F CF
F
C
C
C
C
C
C CCCFFFCFCFCFCCCFF F F
C
F
F
F
F
C
CC
FCF
F
F
F
PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
COMPANY, LLC
THE HAMPTONS DEVELOPMENT
N/F
3
4
+0
0 35+0040+00
33 34 35 36 37 38 39 8
240
250
260
270
240
250
260
270
40 41
-L1-STA 54+00.00 SEE SHEET 9MATCHLI
NE
-L1-MATCHLINE -L1- STA. 41+00.00 SEE SHEET 8AMATCHLINE -L1- STA. 33+00.00 SEE SHEET 7SEE SHEET 7
STA 33+00.00
MATCHLINE -L1-
SHEET 11 OF 24
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 6
SITE 6
SITE 6
SITE 6
SITE 6
RI
CHLAND CREEK
BLDGRD
259.5
W/E
W/E
247.3
240.4
W/E
W/E
240.4
(BOOK OF MAPS 1990, PAGE 410)40' SANI
TARY SEW
ER EASEM
ENT(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211
SITE 7
SITE 7
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 12 OF 24
PERMIT DRAWING
C
R
A
B
T
R
E
E
C
R
E
E
K
10+0011+0012
+0
0
13+00
1
4
+
0
0 15+0016+00 17+0018+00
19+0020
+00
21
+00
MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211
SITE 7
SITE 7
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 12 OF 24
PERMIT DRAWING
C
R
A
B
T
R
E
E
C
R
E
E
K
2GI
SEE DETAIL 7
CONCRETE DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 5
DDE =7 CY
20' @ 1.0%
2' BASE TAIL DITCH
EST 92 SY GEOTEXTILE
EST 32 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 243 SY GEOTEXTILE
EST 85 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 185 SY GEOTEXTILE
EST 65 TONS
CLASS B RIP RAP
SEE DETAIL 10
BERM DITCH
SEE DET
AIL 11DDE =8
C
Y14' @ 0.71
%4'
B
ASE T
AIL DIT
C
H2GI
SEE DETAIL 7
CONCRETE DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 5
DDE =7 CY
20' @ 1.0%
2' BASE TAIL DITCH
C
F
FFFFCFF
C
C
CCCCCFF
CC
F
F1
4
+
0
0 15+0018+00
FF
C
C
C
F
2
2
5
2
2
5
225
225225225225225225225
225225225225225230230230230
2
3
0230230230230230230
230230230230230230235235235235235235235235235235
2
3
5
235
23523523
52352
3
5
2
3
5
240240240240240240240240240240 240240
2402402
4
0
240
240
240245245245245245245245245245 245
245245245245245
245245
245
245
245245250250250250250250250250250250
250
250250
250
2
5
0
2502502552552552552552552552552552552552
5
5
255255
255
255
255
255
255260
260 260260260260260
260260260260260260260260260260
260260
260
260
260
2652652652652652652
6
5
265265
265265
2
6
5
265265265265
2702702702702702
7
0
270 270
270
275275275275275275275
275275 275
2802802802
80
280
280
280
280
285285285285290290
295BLDGRD
259.5
W/E
W/E
247.3
240.4
W/E
W/E
240.4
(BOOK OF MAPS 1990, PAGE 410)40' SANI
TARY SEW
ER EASEM
ENT(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211
SITE 7
SITE 7
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 13 OF 24
PERMIT DRAWING
CRABTREE
CREEK
10+0011+0012
+0
0
13+00
1
4
+
0
0 15+0016+00 17+0018+00
19+0020
+00
21
+00
MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211
SITE 7
SITE 7
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 13 OF 24
PERMIT DRAWING
CRABTREE
CREEK
2GI
SEE DETAIL 7
CONCRETE DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 5
DDE =7 CY
20' @ 1.0%
2' BASE TAIL DITCH
EST 92 SY GEOTEXTILE
EST 32 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 243 SY GEOTEXTILE
EST 85 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 185 SY GEOTEXTILE
EST 65 TONS
CLASS B RIP RAP
SEE DETAIL 10
BERM DITCH
SEE DET
AIL 11DDE =8
C
Y14' @ 0.71
%4'
B
ASE T
AIL DIT
C
H2GI
SEE DETAIL 7
CONCRETE DITCH
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 5
DDE =7 CY
20' @ 1.0%
2' BASE TAIL DITCH 225230235235240245245250255C
F
FFFFCFF
C
C
CCCCCFF
CC
F
F1
4
+
0
0 15+0018+00
FF
C
C
C
F
122223242526272829
210
220
230
240
250
210
220
230
240
250
MATCHLINE -L2- STA. 21+50.00 SEE SHEET 11AMATCHLINE -L2- STA. 29+50.00 SEE SHEET 13MATCHLINE -L2- STA 29+50.00 SEE SHEET 13MATCHLINE -L2- STA 21+50.00 SEE SHEET 11SITE 8
SITE 8
SHEET 14 OF 24
PERMIT DRAWING S S SURFACE WATER
DENOTES IMPACTS IN
SITE 9
SITE 9
CRABTREE CREEKCL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
PI = 24+51.49
EL = 241.00'
(+)0.0000%
VC = 50'
PI = 27+57.03
EL = 241.00'
(-)3
.0000%
VC = 40'
(-)3
.0000%
PI = 22+17.63
EL = 232.35'
(-)0.4000%(+)3.7000%
VC = 250'
36" HDPEEl = 233.40El = 233.40PI =21+50.00(-) 8.8000%PI =22+00.00
El = 229.00
(+) 1.6000%PI =23+25.00El = 231.00(+) 8.0000%PI =24+00.00El = 237.00(+) 8.4000%EL. = 239.10STA. 24+25END DITCH RT.(+) 6.2500%El = 231.00PI =27+00.00EL. = 230.00
STA. 26+84.00
BEGIN DITCH LT.(+) 36.0000%(+) 20.0000%
(
-
) 6.2300%(-) 15.3200%El = 254.43PI =27+75.000(-)
1
0.
9
2
0
0
%(-) 19.5400%PI =28+00.000El = 250.60PI =28+25.000El = 247.88PI =28+50.000El = 242.99PI =28+75.000El = 238.81(-) 14.8400
%(-) 16.7200
%(-
) 3
.6000%PI =29+00.000El = 235.10PI =29+25.000El = 234.20CLEARANCE
VERTICAL
6'
EL. = 236.32
-L2- STA. 23+24.33
-L2- STA. 23+24.33=
-L2- STA. 25+00.37
BEGIN BRIDGE 4
-L2- STA. 27+15.37
END BRIDGE 4
48" SANITARY SEWER PIPE
EL. = 240.00
STA. 27+25.00
END DITCH LT.
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH(BO
O
K
O
F M
A
P
S 1990, PAG
E 410
)40' SAN
ITARY
S
EW
ER
EA
S
EM
EN
T
(15.34 ACRES PER RECORDS)
PIN 0786-62-0033
DB 15551, PG 1993
SOUTHEAST, INC
HANSON AGGREGATES
N/F
36" HDPE
28 SY GEOTEXTILE
11 TONS
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
EST 262 SY GEOTEXTILE
EST 87 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 25 SY GEOTEXTILE
EST 10 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 43 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 262 SY GEOTEXTILE
EST 85 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 185 SY GEOTEXTILE
EST 65 TONS
CLASS B RIP RAP
SEE DETAIL 10
BERM DITCH
SEE DETAIL 11
DDE =8 CY
14' @ 0.71%
4' BASE TAIL DITCH
EST 157 SY GEOTEXTILE
EST 53 TONS
CLASS B RIP RAP
SEE DETAIL 12
BERM DITCH
RIP RAP
CLASS II
RIP RAP
CLASS II
28 SY GEOTEXTILE
11 TONS
CLASS B RIP RAP
SEE DETAIL 11
DDE =8 CY
14' @ 0.71%
4' BASE TAIL DITCH
22+00 25+0023+00
24
+00
26+00 28+0029+0027+00
39.02' RT
+59.64
45.08' RT
+26.87 46.04' RT
+60.25
34.91' RT
+35.80
ELEV: 232.76'
E: 2085915.929
N: 761861.471
C
F
C
F
CF
C
F
C
F
C
F
C
CFFCFF22+00
-L2- PCC Sta. 23+24.33
27+00
F
C
F
CF
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
225225225
2252252252252252
30230230230
230230230230235235235235235235
235235240240240240240
2
40
2
40
240
240
245245245245245
245
245245
245
250250250250250250250
250250
25
0
255255255255
255
255255
2
5
5
260260260260
260
260
260
265265265
2
6
5
270270270270
270
2
7
0
275275
2
7
5280280122223242526272829
210
220
230
240
250
210
220
230
240
250
MATCHLINE -L2- STA. 21+50.00 SEE SHEET 11AMATCHLINE -L2- STA. 29+50.00 SEE SHEET 13MATCHLINE -L2- STA 29+50.00 SEE SHEET 13MATCHLINE -L2- STA 21+50.00 SEE SHEET 11SITE 8
SITE 8
SHEET 15 OF 24
PERMIT DRAWING S S SURFACE WATER
DENOTES IMPACTS IN
SITE 9
SITE 9
CRABTREE CREEKCL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
PI = 24+51.49
EL = 241.00'
(+)0.0000%
VC = 50'
PI = 27+57.03
EL = 241.00'
(-)3
.0000%
VC = 40'
(-)3
.0000%
PI = 22+17.63
EL = 232.35'
(-)0.4000%(+)3.7000%
VC = 250'
36" HDPEEl = 233.40El = 233.40PI =21+50.00(-) 8.8000%PI =22+00.00
El = 229.00
(+) 1.6000%PI =23+25.00El = 231.00(+) 8.0000%PI =24+00.00El = 237.00(+) 8.4000%EL. = 239.10STA. 24+25END DITCH RT.(+) 6.2500%El = 231.00PI =27+00.00EL. = 230.00
STA. 26+84.00
BEGIN DITCH LT.(+) 36.0000%(+) 20.0000%
(
-
) 6.2300%(-) 15.3200%El = 254.43PI =27+75.000(-)
1
0.
9
2
0
0
%(-) 19.5400%PI =28+00.000El = 250.60PI =28+25.000El = 247.88PI =28+50.000El = 242.99PI =28+75.000El = 238.81(-) 14.8400
%(-) 16.7200
%(-
) 3
.6000%PI =29+00.000El = 235.10PI =29+25.000El = 234.20CLEARANCE
VERTICAL
6'
EL. = 236.32
-L2- STA. 23+24.33
-L2- STA. 23+24.33=
-L2- STA. 25+00.37
BEGIN BRIDGE 4
-L2- STA. 27+15.37
END BRIDGE 4
48" SANITARY SEWER PIPE
EL. = 240.00
STA. 27+25.00
END DITCH LT.
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH(BO
O
K
O
F M
A
P
S 1990, PAG
E 410
)40' SAN
ITARY
S
EW
ER
EA
S
EM
EN
T
(15.34 ACRES PER RECORDS)
PIN 0786-62-0033
DB 15551, PG 1993
SOUTHEAST, INC
HANSON AGGREGATES
N/F
36" HDPE
28 SY GEOTEXTILE
11 TONS
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
EST 262 SY GEOTEXTILE
EST 87 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 25 SY GEOTEXTILE
EST 10 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 43 SY GEOTEXTILE
EST 15 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 262 SY GEOTEXTILE
EST 85 TONS
CLASS B RIP RAP
SEE DETAIL 4
SPECIAL CUT DITCH
EST 185 SY GEOTEXTILE
EST 65 TONS
CLASS B RIP RAP
SEE DETAIL 10
BERM DITCH
SEE DETAIL 11
DDE =8 CY
14' @ 0.71%
4' BASE TAIL DITCH
EST 157 SY GEOTEXTILE
EST 53 TONS
CLASS B RIP RAP
SEE DETAIL 12
BERM DITCH
RIP RAP
CLASS II
RIP RAP
CLASS II
28 SY GEOTEXTILE
11 TONS
CLASS B RIP RAP
SEE DETAIL 11
DDE =8 CY
14' @ 0.71%
4' BASE TAIL DITCH
22523023022+00 25+0023+00
24
+00
26+00 28+0029+0027+00
39.02' RT
+59.64
45.08' RT
+26.87 46.04' RT
+60.25
34.91' RT
+35.80
ELEV: 232.76'
E: 2085915.929
N: 761861.471
C
F
C
F
CF
C
F
C
F
C
F
C
CFFCFF22+00
-L2- PCC Sta. 23+24.33
27+00
225230235240245250
260
F
C
F
CF
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
PC Sta. 39+53.11
4
0
+
0
038+0039+0011+00
44+00
-L2-
PT Sta. 44+27.68
CRABTREE CREEK C/L.02.0
2
CRABTREE CREEK C/L-L2- PC Sta. 43+50.00
-L2_REV- PT Sta. 12+52.44 =
-L2_REV- PC Sta. 10+00.00
-L2- PT Sta. 41+00.00 =
-L2_REV- PT Sta. 10+50.00
-L2_REV- PC Sta. 11+03.88
12+00
-L2_REV-
-L2-
500 YR BASE FLOOD EL.=252'
100 YR BASE FLOOD EL.=244'
RIM EL.=246.86'
GROUND EL.=232.30'
500 YR BASE FLOOD EL.=252'
100 YR BASE FLOOD EL.=244'
RIM EL.=246.68'
GROUND EL.=231.22'
ELEV: 232.40'
E: 2086715.232
N: 761161.153
ELEV: 230.90'
E: 2086908.717
N: 761151.456FFCCF
CFFFCC
F
C
C
F
F
F
F
F
F
C
C
C
C
F
C
F
F
F
LOT 288
PIN 1786-61-9227
DB 10019, PG 313
KHALED A. HARFOUSH
N/F
LOT 287
PIN 0786-71-0351
DB 15666, PG 797
ELIZABETH ANN CRAIG
JOSHUA RAY CRAIG &
N/F
(BOOK OF MAPS 1990, PAGE 542)
20' SANITARY SEWER EASEMENT
(BOOK OF MAPS 1990, PAGE 410)
40' SANITARY SEWER EASEMENT
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
(-)0.5500%(+)1.2000%
(+)1.2000%(-)0.5000%
18" HDPE
18" HDPE
PI = 44+85.00
EL = 230.16'
(-)0.5000%
VC = 80'
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
18" HDPE
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
PI = 37+90.40
EL = 231.43'
VC = 100'
PI = 39+20.40
EL = 232.99'
VC = 150'
(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENT-L2- PC Sta. 43+50.00-L2_REV- PT Sta. 12+52.44 =
12+00
ELEV: 230.90'
E: 2086908.717
N: 761151.456
F
S
15
" DIP
INV=219.59'RIM=223.55'TOP OF CONCRETE=224.75'
OTCB
INV=219.81'
STREAM F
WETLAND H
WETLAND IWETLAND K
CRABTREE CREEKWETLAND I
39+0018" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
MATCHLINE -L2- STA 37+50.00 SEE SHEET 1314
220
230
240
250
210
220
230
240
250
210
37 38 39 40 41 42 43 44 MATCHLINE -L2- STA 45+00.00 SEE SHEET 15MATCHLINE -L2- STA 37+50.00 SEE SHEET 13MAT
CHLI
NE -
L
2-
S
T
A
4
5
+
0
0.
0
0
S
E
E
S
HE
E
T
1
5
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 11
SITE 10
SITE 10
SHEET 16 OF 24
PERMIT DRAWING
SITE 12
SITES 11 & 12
-L2-FF
225
225
225
225225
225225
225225225225225225225
225230230230
230
230
230230230
230
2302302
3
0230
230230
2302302302302302302352352352352352
35
235 2352402402402
40240
240
245245245245
245
245
245
250250250255
PC Sta. 39+53.11
4
0
+
0
038+0039+0011+00
44+00
-L2-
PT Sta. 44+27.68
CRABTREE CREEK C/L.02.0
2
CRABTREE CREEK C/L-L2- PC Sta. 43+50.00
-L2_REV- PT Sta. 12+52.44 =
-L2_REV- PC Sta. 10+00.00
-L2- PT Sta. 41+00.00 =
-L2_REV- PT Sta. 10+50.00
-L2_REV- PC Sta. 11+03.88
12+00
-L2_REV-
-L2-
500 YR BASE FLOOD EL.=252'
100 YR BASE FLOOD EL.=244'
RIM EL.=246.86'
GROUND EL.=232.30'
500 YR BASE FLOOD EL.=252'
100 YR BASE FLOOD EL.=244'
RIM EL.=246.68'
GROUND EL.=231.22'
ELEV: 232.40'
E: 2086715.232
N: 761161.153
ELEV: 230.90'
E: 2086908.717
N: 761151.456FFCCF
CFFFCC
F
C
C
F
F
F
F
F
F
C
C
C
C
F
C
F
F
F
LOT 288
PIN 1786-61-9227
DB 10019, PG 313
KHALED A. HARFOUSH
N/F
LOT 287
PIN 0786-71-0351
DB 15666, PG 797
ELIZABETH ANN CRAIG
JOSHUA RAY CRAIG &
N/F
(BOOK OF MAPS 1990, PAGE 542)
20' SANITARY SEWER EASEMENT
(BOOK OF MAPS 1990, PAGE 410)
40' SANITARY SEWER EASEMENT
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
(-)0.5500%(+)1.2000%
(+)1.2000%(-)0.5000%
18" HDPE
18" HDPE
PI = 44+85.00
EL = 230.16'
(-)0.5000%
VC = 80'
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
18" HDPE
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
18" HDPE
225
225
230
PI = 37+90.40
EL = 231.43'
VC = 100'
PI = 39+20.40
EL = 232.99'
VC = 150'
(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENT-L2- PC Sta. 43+50.00-L2_REV- PT Sta. 12+52.44 =
12+00
ELEV: 230.90'
E: 2086908.717
N: 761151.456
F
S
15
" DIP
INV=219.59'RIM=223.55'TOP OF CONCRETE=224.75'
OTCB
INV=219.81'
STREAM F
WETLAND H
WETLAND IWETLAND K
CRABTREE CREEKWETLAND I
225 23023039+0018" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
MATCHLINE -L2- STA 37+50.00 SEE SHEET 1314
220
230
240
250
210
220
230
240
250
210
37 38 39 40 41 42 43 44 MATCHLINE -L2- STA 45+00.00 SEE SHEET 15MATCHLINE -L2- STA 37+50.00 SEE SHEET 13MAT
CHLI
NE -
L
2-
S
T
A
4
5
+
0
0.
0
0
S
E
E
S
HE
E
T
1
5
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 11
SITE 10
SITE 10
SHEET 17 OF 24
PERMIT DRAWING
SITES 11 & 12
SITE 12
-L2-FF
W
W
W
LOT 286
PIN 0786-71-1358
DB 15033, PG 273
CHARLES S. NICHOLS
JULIA G. HAFER &
N/F
LOT 285
PIN 0786-71-3423
DB 3161, PG 815
JOYE W. VOSHELL
ROBERT W. VOSHELL &
N/F
PC Sta. 45+90.21
PT Sta. 46+28.53
PC Sta. 46+66.36
PRC Sta. 46+88.81
PT Sta. 47+18.22
POT Sta. 47+83.07
46+0047+00POT Sta. 10+00.00
PI Sta. 10+35.00
PI Sta. 11+90.00
PI Sta. 13+45.00
.02
.02
POT Sta. 14+95.00
12'
500 YR BASE FLOOD EL.=251'
100 YR BASE FLOOD EL.=246'
RIM EL.=232.32'
GROUND EL.=231.31'
ELEV: 230.98'
E: 2087290.732
N: 761270.901
ELEV: 254.00'
E: 2087193.401
N: 761636.715
EL. = 250.36
-PLCON- STA. 14+85.00
END GRADE
EL. = 240.71
-PLCON- STA. 10+20.00
BEGIN GRADE
-PLCON- STA. 10+39.92
BEGIN BOARDWALK 5
-PLCON- STA. 14+65.08
END BOARDWALK 6
CLEARANCE
VERTICAL
9' SEWERSANITARYSEWERSANITARYCLEARANCE
VERTICAL
8'
-L2-
PI = 13+48.00
EL = 245.67'
PI = 14+00.00
EL = 247.38'(+)4.00%
(+)3.00%
(+)1.50%
(+)1.50%
PI = 10+30.00
EL = 240.90'
(+)1.98%
PI = 14+65.00
EL = 249.83'
(+)2.64%
EL. = 243.60
-PLCON- STA. 12+08.92
BEGIN BRIDGE 5 *
EL. = 243.60
-PLCON- STA. 12+09.92
END BOARDWALK 5 *
EL. = 245.10
-PLCON- STA. 13+10.08
BEGIN BOARDWALK 6 *
EL. = 245.10
-PLCON- STA. 13+11.08
END BRIDGE 5 *
* BOARDWALK & BRIDGE OVERLAP ONE FOOT.
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
EL. = 231.79
-L2- STA. 46+90.95
TIE TO EXISTING GREENWAY
END GRADE-PLC0N-(+)1.4095%
PI = 46+00.00
EL = 231.79'
(+)1.4095%(+)0.0000%
VC = 150'
RETAIN
12'FFCCFFFFCFCFCFFFF FFFFCFF(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENTRETAIN
S
15" DIP
INV=219.81'STREAM GWETLAND H1546471045
220
230
240
250
260
220
230
240
250
260-PLCON-
MATCHLINE -L2- STA 45+00.00 SEE SHEET 14
-L2-
220
230
240
250
260
11 12 13 14 15
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*SHEET 18 OF 24
PERMIT DRAWING
SITE 13
SITE 13
CRABTREE CREEK
225225225225225225225225230230230230
2 3 0
230230230230230
2352
3
5 235235235235 2352 3 5235 240240240240240240 240240
245
245
245245245245245245245
245
250250250250
250250
2502502502552
5
5
255255255255255
255
255255260260260260260
260
265265265
270270275275280W
W
W
LOT 286
PIN 0786-71-1358
DB 15033, PG 273
CHARLES S. NICHOLS
JULIA G. HAFER &
N/F
LOT 285
PIN 0786-71-3423
DB 3161, PG 815
JOYE W. VOSHELL
ROBERT W. VOSHELL &
N/F
PC Sta. 45+90.21
PT Sta. 46+28.53
PC Sta. 46+66.36
PRC Sta. 46+88.81
PT Sta. 47+18.22
POT Sta. 47+83.07
46+0047+00POT Sta. 10+00.00
PI Sta. 10+35.00
PI Sta. 11+90.00
PI Sta. 13+45.00
.02
.02
POT Sta. 14+95.00
12'
ELEV: 230.98'
E: 2087290.732
N: 761270.901
ELEV: 254.00'
E: 2087193.401
N: 761636.715
EL. = 250.36
-PLCON- STA. 14+85.00
END GRADE
EL. = 240.71
-PLCON- STA. 10+20.00
BEGIN GRADE
-PLCON- STA. 10+39.92
BEGIN BOARDWALK 5
-PLCON- STA. 14+65.08
END BOARDWALK 6
CLEARANCE
VERTICAL
9' SEWERSANITARYSEWERSANITARYCLEARANCE
VERTICAL
8'
-L2-
PI = 13+48.00
EL = 245.67'
PI = 14+00.00
EL = 247.38'(+)4.00%
(+)3.00%
(+)1.50%
(+)1.50%
PI = 10+30.00
EL = 240.90'
(+)1.98%
PI = 14+65.00
EL = 249.83'
(+)2.64%
EL. = 243.60
-PLCON- STA. 12+08.92
BEGIN BRIDGE 5 *
EL. = 243.60
-PLCON- STA. 12+09.92
END BOARDWALK 5 *
EL. = 245.10
-PLCON- STA. 13+10.08
BEGIN BOARDWALK 6 *
EL. = 245.10
-PLCON- STA. 13+11.08
END BRIDGE 5 *
* BOARDWALK & BRIDGE OVERLAP ONE FOOT.
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
EL. = 231.79
-L2- STA. 46+90.95
TIE TO EXISTING GREENWAY
END GRADE-PLC0N-(+)1.4095%
PI = 46+00.00
EL = 231.79'
(+)1.4095%(+)0.0000%
VC = 150'
RETAIN
FFCCFFFFCFCFCFFFF FFFS
15" DIP
INV=219.81'STREAM GWETLAND H12'225225230FCFF(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENTRETAIN
SS
15" DIP
INV=219.81'STREAM GWETLAND H1546471045
220
230
240
250
260
220
230
240
250
260-PLCON-
MATCHLINE -L2- STA 45+00.00 SEE SHEET 14
-L2-
220
230
240
250
260
11 12 13 14 15
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*SHEET 19 OF 24
PERMIT DRAWING
SITE 13
SITE 13
CRABTREE CREEK
17
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 20 OF 24
PERMIT DRAWING
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
SITE 14
SITE 14
PT Sta. 4+46.75
PC Sta. 3+78.33
PC Sta. 6+93.22
4+00
5+00
6+00
7+00
8+00
10+0011+00
-L1-
11+00
12+00
13+00
14+00
15+00
16+00
10+00
9+00-Y5-
CRABTREE CREEK C/LTYPE-IIIGREU TL-315+00POT
S
ta
. 19+00
.00
16+0017+0018+00-EBCR--Y3- PC Sta. 12+70.78
-Y3- POT Sta. 16+02.43
500 YR BASE FLOOD EL.=256'
100 YR BASE FLOOD EL.=249'
RIM EL.=246.74'
GROUND EL.=244.43'
500 YR BASE FLOOD EL.=256'
100 YR BASE FLOOD EL.=249'
RIM EL.=UNKNOWN
GROUND EL.=249.06'
500 YR BASE FLOOD EL.=254'
100 YR BASE FLOOD EL.=248'
RIM EL.=UNKNOWN
GROUND EL.=290.55'
500 YR BASE FLOOD EL.=257'
100 YR BASE FLOOD EL.=251'
RIM EL.=UNKNOWN
GROUND EL.=274.84'
500 YR BASE FLOOD EL.=259'
100 YR BASE FLOOD EL.=257'
RIM EL.=UNKNOWN
GROUND EL.=252.90'
500 YR BASE FLOOD EL.=257'
100 YR BASE FLOOD EL.=249'
RIM EL.=UNKNOWN
GROUND EL.=241.51'
(SEE DETAIL SHEET S-18)
RAILS
WOOD APPROACH
B
M 2007 PG 1484
TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
F
C CFC
F
C
F
C
F FFCCCCFFFFCC
C
C
F
F
F
FC CC
C
F
F
F
C
C C
C F
C
C
F F
C
CFCF
FC
F
CCCC
W
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
17
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 20 OF 24
PERMIT DRAWING
DI
15" HDPE
5 SY GEOTEXTILE
1 TON
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
JB w/Slab Lid
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
15" HDPE
AND TIE TO JB
SECTION OF 15" CSP
REPLACE DAMAGED
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -Y5- STA. 12+91 TO STA. 12+99 RT
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
B
2:12:1D
( Not to Scale)
2' BASE TAIL DITCH
-Y5- STA. 11+31 TO STA. 11+50 RT
DETAIL 5
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
SITE 14
SITE 14
13+00
PC Sta. 14+40.41
DI
15" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
F F
235235235235235235
235235235235235235 235235235235
235
235 235
235235235
235
240240240240240240240
240 240240
240
240
2402
4
0
240240
245245245245245245245245245
245
245
245
245
245245
245
245
250250250250250
250
250
250
250
250
250255255255255255 255255 255
255 255255255260260260
260
260260
260
260265
265265265
265
265
2 6 5265270 2
7
0
270270 270
2702
7
5
275
275
2
7
5
2
7
5
280
2
8
0
280
2
8
0
285 300
17
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 21 OF 24
PERMIT DRAWING
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
LISA SCHIFFBAUER, PROJECT MANAGER
CONTACT:
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
DATE: OCTOBER 17, 2019PROFESSIONALENGINEERNORTH CARO
LINA
SEAL
14101
J
HN M
. KAM P ATORH
SITE 14
SITE 14
PT Sta. 4+46.75
PC Sta. 3+78.33
PC Sta. 6+93.22
4+00
5+00
6+00
7+00
8+00
10+0011+00
-L1-
11+00
12+00
13+00
14+00
15+00
16+00
10+00
9+00-Y5-
CRABTREE CREEK C/LTYPE-IIIGREU TL-315+00POT
S
ta
. 19+00
.00
16+0017+0018+00-EBCR--Y3- PC Sta. 12+70.78
-Y3- POT Sta. 16+02.43
500 YR BASE FLOOD EL.=256'
100 YR BASE FLOOD EL.=249'
RIM EL.=246.74'
GROUND EL.=244.43'
500 YR BASE FLOOD EL.=256'
100 YR BASE FLOOD EL.=249'
RIM EL.=UNKNOWN
GROUND EL.=249.06'
500 YR BASE FLOOD EL.=254'
100 YR BASE FLOOD EL.=248'
RIM EL.=UNKNOWN
GROUND EL.=290.55'
500 YR BASE FLOOD EL.=257'
100 YR BASE FLOOD EL.=251'
RIM EL.=UNKNOWN
GROUND EL.=274.84'
500 YR BASE FLOOD EL.=259'
100 YR BASE FLOOD EL.=257'
RIM EL.=UNKNOWN
GROUND EL.=252.90'
500 YR BASE FLOOD EL.=257'
100 YR BASE FLOOD EL.=249'
RIM EL.=UNKNOWN
GROUND EL.=241.51'
(SEE DETAIL SHEET S-18)
RAILS
WOOD APPROACH
B
M 2007 PG 1484
TREE CONSERVATION AREA
100' WIDE GREEN
WAY &
F
C CFC
F
C
F
C
F FFCCCCFFFFCC
C
C
F
F
F
FC CC
C
F
F
F
C
C C
C F
C
C
F F
C
CFCF
FC
F
CCCC
W
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
17
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 21 OF 24
PERMIT DRAWING
DI
15" HDPE
5 SY GEOTEXTILE
1 TON
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
JB w/Slab Lid
7 SY GEOTEXTILE
2 TONS
CLASS B RIP RAP
15" HDPE
AND TIE TO JB
SECTION OF 15" CSP
REPLACE DAMAGED
SEE DETAIL 5
DDE =4 CY
20' @ 1.50%
2' BASE TAIL DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -Y5- STA. 12+91 TO STA. 12+99 RT
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
B
2:12:1D
( Not to Scale)
2' BASE TAIL DITCH
-Y5- STA. 11+31 TO STA. 11+50 RT
DETAIL 5
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
235
240
SITE 14
SITE 14
13+00
PC Sta. 14+40.41
DI
15" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
F F
220
230
240
210
220
230
240
210
-L2- 42+75
WETWET
CLEARINGMECHANIZEDFILLPERMANENT SHEET 22 OF 24
PERMIT DRAWING
229.37
0.02
3:1S.S.228.77
2:1
S.S.225.55
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
LISA POTTS, PROJECT MANAGER
CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
A
NILO
RAC HTRO
NLA
NOISSEFORP
REENIGNEAND
REW
. O UNGYP
034407
SEAL
DATE: OCTOBER 17, 2019
220
230
240
210
220
230
240
210
-L2- 45+32
WETWET
CLEARINGMECHANIZEDPERMANENT FILLSHEET 23 OF 24
PERMIT DRAWING
228.90
3:1
3:10.02
S.S.228.57S.S.228.53
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
LISA POTTS, PROJECT MANAGER
CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785
RALEIGH, NC 27601
SUITE 600
222 W. HARGETT ST,
RALEIGH MUNICIPAL BUILDING
CULTURAL RESOURCES
RECREATION and
PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com
T 919.380.8750
Raleigh, NC 27603
Suite 1100
223 West Street,
Firm License No. C-1051
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
A
NILO
RAC HTRO
NLA
NOISSEFORP
REENIGNEAND
REW
. O UNGYP
034407
SEAL
DATE: OCTOBER 17, 2019
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 5+41/5+52 -L1- LT. STABILIZATION < 0.01 8 2 11+14/11+27 -L1- RT. STABILIZATION < 0.01 < 0.01 11 23 3 15+24/15+35 -L1- RT. STABILIZATION 0.02 0.02 40 34 4 22+90 /23+30 -L1- STABILIZATION < 0.01 < 0.01 38 29 5 31+00/31+56 -L1- STABILIZATION < 0.01 < 0.01 11 42 6 34+69/35+09 -L1- STABILIZATION< 0.01 < 0.01 28 277 18+16/18+31 -L2- LT. STABILIZATION < 0.01 11 8 21+93/22+16 -L2- LT. STABILIZATION < 0.01 22 9 26+77/26+89 -L2- LT. STABILIZATION < 0.01 8 10 39+11/39+26 -L2- RT. STABILIZATION < 0.01 13 11 42+55/43+01 -L2- LT. 18" HDPE < 0.01 < 0.01 12 42+84/42+97 -L2- RT. STABILIZATION < 0.01 13 13 45+25/45+43 -L2- LT. EXIST.15" DIP < 0.01 14 12+88/13+00 -Y5- RT. STABILIZATION < 0.01 12 TOTALS*: 0.008 0.004 0.050 0.030 215 155 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 24 OF 24 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSWAKE COUNTYCRABTREE CREEK WEST GREENWAY NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS03/04/2021