20191233 Ver 2_SAW-2017-00269 NWP 13 and 14 Verification Ltr_20210305

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2017-00269 County: Wake U.S.G.S. Quad: NC-Raleigh West

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Permittee: City of Raleigh
Lisa Schiffbauer
Address: 222 West Hargett Street, Suite 601
Raleigh, NC 27601
Telephone Number: 919-996-4785
E-mail: [e-mail]

Size (acres) ~56 acres Nearest Town Raleigh
Nearest Waterway Crabtree Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.842792
Longitude: -78.714409

Location description: The project area consists of an approximately 1.8 miles greenway corridor along Crabtree Creek from
Ebenezer Church Road at Umstead State Park to the terminus of the existing Crabtree Creek greenway on Lindsay Drive in
the City of Raleigh, Wake County, North Carolina.

Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.012 acre of
wetlands and the permanent discharge (riprap bank stabilization – no permanent loss of waters) of fill material into 141 linear
feet of stream for the construction of a multi-use bicycling and pedestrian trail (greenway). The permanent wetland impacts
associated with this project are authorized under the Nationwide Permit (NWP) 14 for Linear Transportation Projects;
whereas, the stream impacts for riprap bank stabilization are authorized under the NWP 13 for Bank Stabilization.

Applicable Law(s): Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)

Authorization: NWP 13. Bank Stabilization and NWP 14. Linear Transportation Projects

SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS

Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 9/13/2019, and the enclosed plans (Crabtree Creek West Greenway: Wetland and
Surface Water Impacts Permit drawings sheets 1, 4-7, 11-12, 14-15, 17). Any violation of the attached conditions or deviation
from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty,
and/or appropriate legal action.

This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit’s expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.

Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.

For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.

If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Roscoe L. Sullivan, III at 919-554-4884 Ext. 25or [e-mail].

Corps Regulatory Official: _____________________________________________________Date: 10/28/2019
Expiration Date of Verification: 03/18/2022

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Copy furnished:

Agent: VHB
David Cooper
Address: 940 Main Campus Drive, Suite 500
Raleigh, NC 27606
Telephone Number: 919-741-5784
E-mail: [e-mail]

Action ID Number: SAW-2017-00269 County: Wake

Permittee: City of Raleigh, Lisa Schiffbauer

Project Name: Crabtree Creek Greenway - Lindsay Drive to Ebenezer Church Road

Date Verification Issued: 10/28/2019

Project Manager: Roscoe L. Sullivan, III

Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:

US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Roscoe L. Sullivan, III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]

Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.

I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.

_______________________________________ ______________________
Signature of Permittee Date

W/E
259.5
W/E
240.4
W/E
240.4
W/E
232.1
W/E
247.3
W/E
274.9
W/E
273.1
W/E
272.8
W/E
262.1
W/E
285.7
W/E
252.4
-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
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
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 22
PERMIT DRAWING
PARK
STATE
UMSTEAD
LI
NDSAY DR.DURALEI
GH RD.EBENEZER CHURCH RD.PICARDY DR.SA-13
SA-12 START
WI-24 TT 01
WI-02
WI-08 WI-01WI-10 WI-09
WI-07
WI-22
WI-06
WI-13
WI-03
90090215.90TW
WI-11
WK-01
WI-20
90088216.61TOE
WI-23
90081217.11TW 90089217.13CLC20059217.18TW
WI-04
WI-15 90075217.60CLC
90082217.60CLC
WI-21
90076217.60TW
WI-05
WI-12
WI-14
20060217.67CLC
90077217.91TOE
WI-18
90091218.14TOE
WI-19
WI-16
20061218.49TOE
WK-02
20058218.54TOE
20024218.59TW
90083218.68TOE
90079218.76TOE
20025218.97TOE
20023219.05CLC
90080219.09TOE
20028219.25CLC 20027219.33TW
WI-17
20014219.64TOE
90074219.64TOE
20021219.80TW
WH-10
20026220.01TOE
20020220.03TOE
20022220.03CLC
20013220.08TOE
20017220.08TW
20015220.15TOE
20016220.26TOE
20018220.36CLC
20019220.36TOE
SJ-02
20007224.69GRD
90086225.57TOP
6011225.89CLC5074225.91TOE
20040225.93TOP
20062226.62GRD
5082226.63TOE
6012226.64CLC
WL-07 TT 01
5072226.71TOE
6010226.73STK5010 CLC
5090226.79TOE
6009226.90STK5009 CLC
5107226.94TOE
5094227.00TOE
5097227.10TOE
5080227.17TOE
90084227.18TOP
5098227.19TOE
20009227.27GRD
5106227.44TOE
6008227.65CLC
WL-06
90087228.07GRD
20039228.16TOP
WL-05
20006228.19TOP
5058228.46TOE
5108228.96TOP
5057229.13TOE
20051229.20TOP
5071229.31TOP
20010229.36TOP
WL-04
5083229.45TOP
20036229.48TOP
5052229.74TOE
5099229.76TOP
20057229.77GRD
6007229.87STK5007 CLC
6006229.88STK5006 CLC
90073229.89TOP
5068229.90TOE
20008229.93TOP
20005230.07GRD
5048230.14TOE
20038230.23GRD
20053230.23GRD
20011230.30TOP
20029230.31TOP
6005230.32STK5005 CLC
20052230.33TOP
6004230.40STK5004 CLC
5039230.47TOE
5067230.48TOE
5070230.51GRD
20032230.58TOP
20054230.73EP
5079230.76TOP
20056230.78EP
5073230.79TOP
20055230.81SE
5040230.82TOE
20063230.94TOP
20004230.94GRD
20041231.09GRD
5078231.10GRD
20050231.12GRD
20046231.18GRD
90078231.19WP-90078-NL
20003231.38GRD
20049231.48EP
20042231.52EP
20012231.56GRD
20033231.58TOP
20048231.61SE
20047231.63EP
5056231.73BRK
20043231.75SE
20044231.88EP
5075231.90GRD
20045232.09GRD
5105232.22GRD
5084232.32BRK
5093232.45GRD
90072232.74GRD
5109232.79GRD
5111232.90GRD
20030232.98GRD
5038233.42TOP
5100233.45GRD
5112233.57GRD
20034233.63GRD
5037233.97GRD
20035234.03GRD
5041234.08TOP
90085234.11GRD
20031234.26GRD
5066234.30GRD
20064234.48GRD
5091234.71GRD
WD-31
5096234.89TOP
5092234.93TOP
S
15" DIP
RIPRAP
INV=219.59'RIM=223.55'TOP OF CONCRETE=224.75'OTCB
INV=219.81'

WH-01
WH-02
WH-03
WH-04
WH-05
WH-06
WH-07WH-08
WH-09
WH-11
WH-12
WK-10 TT 01
WK-03
WK-04
WK-05
WK-06
WK-07
WK-08
WK-09
WL-03
WL-02
WL-01
SJ-01
WD-32
WD-30
WD-23
WD-21
WD-20
WD-19
WD-18
WD-17
WD-16
WD-15
WD-01
WD-02
WD-03
WD-04
WD-05
WD-06
WD-07
WD-08WD-09
WD-10
WD-11
WD-12
WD-13
WD-14
WE-01
WE-02
WE-03
WE-06
WE-07
WC-15
WC-16
WC-17
WC-13
WC-18
WC-19
WC-12
WC-11
WC-04WC-03
WC-02
WC-01
WC-20
WB-09 WB-08
WB-07
WB-06
WB-05
WB-04
WB-17
WB-16
WB-15
WB-14WB-13
WB-12
WB-11
WB-10
WG-09
WG-08
WG-07
WG-06
WG-05
WG-04
WG-03
WA-04
WA-03
WA-02
WA-01
WA-06
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
SJ-03
SA-14 END
STREAM A
5089235.01TOP
5110235.03TOP
WD-29
5095235.26GRD
5086235.27GRD
5087235.29GRD
5055235.37TOP
5076235.54GRD
5036235.56BRK
5085235.72TOP
5077235.73GRD
5088235.84GRD
5069235.96GRD
5104236.05TOP
5042236.10GRD
5081236.12WP-5081-NL
5103236.17GRD
5101236.25GRD
5051236.29TOP
WD-28
5113236.46GRD
5102236.48GRD
5023236.58TOE
5054236.60GRD
5022236.74TOE
5047236.82TOP
5050237.01GRD
6001237.13CLC
5060237.18GRD
WD-27
5005237.26TOE
6000237.29CLC
5033237.35TOE
5028237.39TOE6002237.42CLC
5035237.60TOP
WC-14
5004237.71TOE
5046237.72GRD
5059237.79TOP
5017237.82TOE
5013237.82TOE
5021237.86TOP
5061237.91GRD
6003237.91CLC
WD-26
5034238.14GRD
5020238.19BRK
5063238.22TOP
5064238.31GRD
5065238.44TOP
5032238.55TOP
WE-04
5003238.61TOP
5062238.74GRD
5053238.85GRD
WE-05
5024239.20TOP
WD-25
5006239.35TOP
5002239.40BRK
5043239.50GRD
5031239.54BRK
5044239.67GRD
WD-24
5049239.77GRD
5016240.03GRD
5045240.04GRD
5027240.54TOP
WP-100055-NL
5012240.95GRD
5025241.34GRD
5007241.77GRD
5026241.78GRD
WC-07
5019241.95TOP
5001242.10TOP
5030242.18TOP
WC-05
5029242.30GRD
WC-08
5008242.76TOP
5018242.79GRD
5015242.90TOP
5000242.93GRD
WC-09
5011243.31TOP
5010243.40GRD
5014243.74GRD
WG-01
WD-22
5009244.01GRD
WC-10
WC-06
WA-08
WG-02
WA-09
WA-07
WB-03
WB-01
WB-02
S
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 22
PERMIT DRAWING
PARK
STATE
UMSTEAD
LI
NDSAY DR.DURALEI
GH RD.EBENEZER CHURCH RD.PICARDY DR.SITE 1
SITE 15
SITE 2
SITE 3
SITES 4 & 5
SITES 6 & 7
SITE 14
12 & 13
SITES
SITE 11
SITE 10
SITE 9
SITE 8
Sign242
.7
238
.3
239
.4
235
.4
239
.3
N/F
DB 16344, PG 1019
BM 2007, PG 2444-2446
PIN 0786-21-7624
LOT 112
LOT 213
PIN 0786-12-9457
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
RIP
RAP
WOODED
AREA
WOODED
AREA
STREAM
B
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
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
REMOVEJB w/Slab Lid
15" RCP-III
GEOTEXTILE
EST 10 SY
EST 3 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
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 PROTECTION
F
C
F
F FFF
F F F F F F
C
F
F
FFFFF
F
F
F F
F C
C
F F
F
F
F
F
F
C
F
F
F FF
C
C
F
C
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
F
C
C
F
C
F
C
C
C
C
C
CCFCF
F
F
F F
F FCGREU 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-1WETLAND
D
STREAM
B
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
F
F
F
F
F
C
F F
F F5+00
11+00
.02.02STREAM
B
SEE DETAIL 6
EMBANKMENT
RIP RAP ATSEE 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 22
PERMIT DRAWING
SITE 1
SITE 2
SITE 2
SITE 1
Sign242
.7
238
.3
239
.4
235
.4
239
.3
N/F
DB 16344, PG 1019
BM 2007, PG 2444-2446
PIN 0786-21-7624
LOT 112
LOT 213
PIN 0786-12-9457
BM 2007, PG 2444-2446
DB 16344, PG 1019
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT
N/F
ASSOCIATION INC
UMSTEAD HOMEOWNERS
THE HAMPTONS AT 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
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
RIP
RAP
WOODED
AREA
WOODED
AREA
STREAM
B
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
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
REMOVEJB w/Slab Lid
15" RCP-III
GEOTEXTILE
EST 10 SY
EST 3 TONS
CLASS B RIP RAP
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
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 PROTECTION
F
C
F
F FFF
F F F F F F
C
F
F
FFFFF
F
F
F F
F C
C
F F
F
F
F
F
F
C
F
F
F FF
C
C
F
C
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
F
C
C
F
C
F
C
C
C
C
C
CCFCF
F
F
F F
F FCGREU 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-1WETLAND
D
STREAM
B
18" HDPE
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
235235
240 235235235235
F
F
F
F
F
C
F F
F F5+00
11+00
.02.02STREAM
B
SEE DETAIL 6
EMBANKMENT
RIP RAP ATSEE 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 22
PERMIT DRAWING
SITE 1
SITE 2
SITE 2
SITE 1
235.4
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
CRABTREE CREEK
WETLAND D
STREAM B
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+81.33
BEGIN BRIDGE 1
-L1- STA. 15+31.33
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
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
SEE DETAIL 1
SPECIAL CUT DITCH
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
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
F
C
F
C
F
C
F
C
F
C
F
C
C
C
F
C
F
C FCF
C
F
F
F
C
F
C
F
C CCC
C
C
C
C
C
C
C
C
C
C
C
C
C CF
C
FC
F
C
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+78.29.02.02.02MATCHLINE -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 22
PERMIT DRAWING
F
C
C
C
CPC Sta. 15+49.45
15+00
16+00
235.4
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/F235235235
235
235235235235235235235235235
235
235
235
235235 235235235235235235
235
2
3
5
235
240240240240240240240240245245245245245245245250250250250250250255255255255255255260260260260260265265265265270270270270270275275275275280280280285285290CRABTREE CREEK
WETLAND D
STREAM B
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+81.33
BEGIN BRIDGE 1
-L1- STA. 15+31.33
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
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
SEE DETAIL 1
SPECIAL CUT DITCH
10 SY GEOTEXTILE
3 TONS
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
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 235235
F
C
F
C
F
C
F
C
F
C
F
C
C
C
F
C
F
C FCF
C
F
F
F
C
F
C
F
C CCC
C
C
C
C
C
C
C
C
C
C
C
C
C CF
C
FC
F
C
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+78.29.02.02.02MATCHLINE -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 5 OF 22
PERMIT DRAWING
F
C
C
C
CPC Sta. 15+49.45
15+00
16+00
MH
PPPIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
RICHLAND CREEK
239.3PI = 23+55.00
EL = 241.66'
VC = 30'
PI = 24+05.00
EL = 239.66'
VC = 70'
(+)1.2000%(-)4
.0000%(+)0.5000%
-L1- STA. 22+84.00
BEGIN BRIDGE 2
-L1- STA. 23+34.00
END BRIDGE 2PI = 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%
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
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
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP ATC
C CC
CPC Sta. 23+36.13
24+00CFCFC
F
C
F
C
FCFC FC
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F
F
C
C CCC
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C CCCCPRC 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
STA 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 22
PERMIT DRAWING
SITE 4
SITE 5
SITES 4 & 5
SITE 4
SITE 5
MH
PPPIN 0786320346
DB 015580, PG 00928
CITY OF RALEIGH
N/F
235235235235235235235235
235235
235
235
235235235 240
240
240
240240240240240240
240 240240245245
245
250250
255255
260265265270275280RICHLAND CREEK
239.3PI = 23+55.00
EL = 241.66'
VC = 30'
PI = 24+05.00
EL = 239.66'
VC = 70'
(+)1.2000%(-)4
.0000%(+)0.5000%
-L1- STA. 22+84.00
BEGIN BRIDGE 2
-L1- STA. 23+34.00
END BRIDGE 2PI = 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%
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
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
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
235235235
240240
C
C CC
CPC Sta. 23+36.13
24+00CFCFC
F
C
F
C
FCFC FC
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F F
F
C
C CCC
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C CCCCPRC 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
STA 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 22
PERMIT DRAWING
SITE 4
SITE 5
SITES 4 & 5
SITE 4
SITE 5
MH243.3242.8PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
DEVELOPMENT COMPANY, LLC
THE HAMPTONS
N/F
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
C
C
C
C
C
C
C
C
F
C
F
C
F
C FC FC FC FCFCFCFCFCF
C
F
C
C
F
C
F
C
F
C
F
C
C
C
C
C
C
2
8+
00
2
9
+
0
0
30+00PRC Sta. 30+48.05
31+00
PT Sta. 31+14.39
32+00 PRC Sta. 35+64.61PCC Sta. 37+16.57.02.02STREAM C243.3242.8PI = 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
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
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
SEE DETAIL 6
EMBANKMENT
RIP RAP AT240SEE 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 22
PERMIT DRAWING
SITE 6
SITES 6 & 7SITE 7
SITE 6
SITE 7FF
C
F
C
F
C
F
31+00 32+00
MH243.3242.8PIN 0786-21-7624
BM 2007, PG 2444-2446
DB 11903, PG 91
DEVELOPMENT COMPANY, LLC
THE HAMPTONS
N/F
(168.9 ACRES PER RECORDS)
PIN 0786-34-9208
DB 1592, PG 361
AGGREGATES, INC
BENCHMARK CAROLINA
N/F
235235235
235
2
3
5
240
240240240240240
2
4
0
240
2402402402402402402452452452452452452452452452452502502502502502
5
0
250
2552552552552
5
5
260260260260260260265265265265270270275C
C
C
C
C
C
C
C
F
C
F
C
F
C FC FC FC FCFCFCFCFCF
C
F
C
C
F
C
F
C
F
C
F
C
C
C
C
C
C
2
8+
00
2
9
+
0
0
30+00PRC Sta. 30+48.05
31+00
PT Sta. 31+14.39
32+00 PRC Sta. 35+64.61PCC Sta. 37+16.57.02.02STREAM C243.3242.8PI = 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
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
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
SEE DETAIL 6
EMBANKMENT
RIP RAP AT240SEE 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 22
PERMIT DRAWING
SITE 6
SITES 6 & 7SITE 7
SITE 6
SITE 7FF
C
F
C
F
C
F
31+00 32+00
MH
MH
MH
MH
EV276.5
276.2
W/E
259.5
W/E
240.4
W/E
240.4
W/E
247.3
(28.49 ACRES PER RECORDS)PIN 0786-51-2559DB 1592, PG 361AGGREGATES, INCBENCHMARK CAROLINA N/F
BLDGRD
W/E
259.5
W/E
240.4
W/E
240.4
W/E
247.3
SJ-02
RIPRAP
SJ-01CRABTREE CREEKSJ-03
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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 500MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211
SITE 8
SITE 8
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 10 OF 22
PERMIT DRAWING
MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211
SITE 8
SITE 8
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 10 OF 22
PERMIT DRAWING
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 PROTECTIONEST 243 SY GEOTEXTILE
EST 85 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 185 S
Y GE
OTE
XTILE
EST 65 T
O
NS
CL
ASS
B
RIP
R
AP
SEE DET
AIL 10
BE
R
M
DIT
C
HEST 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 FC
FF
F F
FFFFFFFF FFFCFF
F F
C
C
C
C
C CCCCCCCCCCCCCCCCCCCCCCFFFF
F
F
F
F
CCC
F
F10+0011+0012
+0
0
13+00
1
4
+
0
0 15+0016+00 17+0018+00
19+0020
+00
21
+00
F FFF
C
C
C
C
C
F
F
F
C
F
1
4
+
0
0 15+0018+00
MH
MH
MH
MH
EV276.5
276.2
W/E
259.5
W/E
240.4
W/E
240.4
W/E
247.3
(28.49 ACRES PER RECORDS)PIN 0786-51-2559DB 1592, PG 361AGGREGATES, INCBENCHMARK CAROLINA N/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
W/E
259.5
W/E
240.4
W/E
240.4
W/E
247.3
SJ-02
RIPRAP
SJ-01CRABTREE CREEKSJ-03
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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 500MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211
SITE 8
SITE 8
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 11 OF 22
PERMIT DRAWING
MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211
SITE 8
SITE 8
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 11 OF 22
PERMIT DRAWING
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 PROTECTIONEST 243 SY GEOTEXTILE
EST 85 TONS
CLASS B RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST 185 S
Y GE
OTE
XTILE
EST 65 T
O
NS
CL
ASS
B
RIP
R
AP
SEE DET
AIL 10
BE
R
M
DIT
C
HEST 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 225230235235240245245250255FC
FF
F F
FFFFFFFF FFFCFF
F F
C
C
C
C
C CCCCCCCCCCCCCCCCCCCCCCFFFF
F
F
F
F
CCC
F
F10+0011+0012
+0
0
13+00
1
4
+
0
0 15+0016+00 17+0018+00
19+0020
+00
21
+00
F FFF
C
C
C
C
C
F
F
F
C
F
1
4
+
0
0 15+0018+00
MH 233.7233.2
232.7
PIN 0786-51-7568BM 2016, PG 1713
DB 2204, PG 48JUNE T. F. TUNGDAVID C. C. & N/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 9
SITE 9
SITE 10
SITE 10
SHEET 12 OF 22
PERMIT DRAWING S S SURFACE WATER
DENOTES IMPACTS IN
CL 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%
-L2_REV- STA. 25+00.37
BEGIN BRIDGE 4
-L2_REV- STA. 27+15.37
END BRIDGE 4
PI = 22+17.63
EL = 232.35'
(-)0.4000%(+)3.7000%
VC = 250'
EL. = 236.32
-L2_REV- STA. 23+24.33
-L2- STA. 23+24.33=EL. = 241.30STA. 24+15END DITCH RT.36" HDPE
El = 229.00(-) 8.8000%(+) 1.6000%El = 231.00(+) 8.0000%El = 237.00(+) 28.6667%PI =28+75.000El = 236.00(-) 14.0000
%(-) 3
.6000%PI =29+25.000El = 234.20EL. = 239.50STA. 28+50.00BEGIN DITCH LT.PI =24+00.00PI =23+25.00PI =22+00.00El = 231.00(+) 6.2500%(+) 36.0000%EL. = 230.00STA. 26+84.00BEGIN DITCH LT.El = 240.00PI =27+25.00PI =27+00.00EL. = 241.00
STA. 27+30.00
END DITCH LT.(+) 20.0000%
#5
WALL RT
#6
WALL LT
PI =21+50.00El = 233.40H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
STREAM J
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
28 SY GEOTEXTILE
11 TONS
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 11
DDE =8 CY
14' @ 0.71%
4' BASE TAIL DITCH
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C FCF
C
F
C
F
C
C
C
F
C
FF
C
F
C
C CCCCCFCFCFCFCFC
F22+00 25+0023+00
24
+00
26+00 28+0029+0027+00
F
F
F F
C
F
C
C
C22+00
PC Sta. 22+35.39
-L2- PCC Sta. 23+24.33
27+00
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
FROM STA. 27+50 TO STA. 29+00 LT. -L2-
MH 233.7233.2
232.7
PIN 0786-51-7568BM 2016, PG 1713
DB 2204, PG 48JUNE T. F. TUNGDAVID C. C. & N/F225225225225225225225 2252
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 9
SITE 9
SITE 10
SITE 10
SHEET 13 OF 22
PERMIT DRAWING S S SURFACE WATER
DENOTES IMPACTS IN
CL 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%
-L2_REV- STA. 25+00.37
BEGIN BRIDGE 4
-L2_REV- STA. 27+15.37
END BRIDGE 4
PI = 22+17.63
EL = 232.35'
(-)0.4000%(+)3.7000%
VC = 250'
EL. = 236.32
-L2_REV- STA. 23+24.33
-L2- STA. 23+24.33=EL. = 241.30STA. 24+15END DITCH RT.36" HDPE
El = 229.00(-) 8.8000%(+) 1.6000%El = 231.00(+) 8.0000%El = 237.00(+) 28.6667%PI =28+75.000El = 236.00(-) 14.0000
%(-) 3
.6000%PI =29+25.000El = 234.20EL. = 239.50STA. 28+50.00BEGIN DITCH LT.PI =24+00.00PI =23+25.00PI =22+00.00El = 231.00(+) 6.2500%(+) 36.0000%EL. = 230.00STA. 26+84.00BEGIN DITCH LT.El = 240.00PI =27+25.00PI =27+00.00EL. = 241.00
STA. 27+30.00
END DITCH LT.(+) 20.0000%
#5
WALL RT
#6
WALL LT
PI =21+50.00El = 233.40H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
STREAM J
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
28 SY GEOTEXTILE
11 TONS
CLASS B RIP RAP
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
SEE DETAIL 11
DDE =8 CY
14' @ 0.71%
4' BASE TAIL DITCH
225230230C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C FCF
C
F
C
F
C
C
C
F
C
FF
C
F
C
C CCCCCFCFCFCFCFC
F22+00 25+0023+00
24
+00
26+00 28+0029+0027+00
225230235240245250
260
F
F
F F
C
F
C
C
C22+00
PC Sta. 22+35.39
-L2- PCC Sta. 23+24.33
27+00
SEE DETAIL 6
EMBANKMENT
RIP RAP AT
FROM STA. 27+50 TO STA. 29+00 LT. -L2-
MH
230.6
232.3
S
PIN 1786-61-9227LOT 288DB 10019, PG 313
KHALED A. HARFOUSHN/F
PIN 0786-71-0351LOT 287DB 15666, PG 797
ELIZABETH ANN CRAIG
JOSHUA RAY CRAIG ANDN/F
FFFFCCFCFCFFFFFFFFFCF
C
F
C
F
C
F
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
F
C
F
C
F
F
F
F
PC Sta. 39+53.11
4
0
+
0
0
PT Sta. 42+77.69
PC Sta. 43+16.7538+0039+0041+00
42+00
43+00
44+00
-L2-
PT Sta. 44+27.68
CRABTREE CREEK C/L.02.0
2
STREAM F
WETLAND H
WETLAND IWETLAND K
CRABTREE CREEKCL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
(-)0.5500%(+)1.2000%
(+)1.2000%(-)0.5000%
(-)0.5000%
18" HDPE
18" HDPE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
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'
PI = 44+85.00
EL = 230.16'
VC = 80'
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 42+84 TO STA. 42+97 RT -L2-
FROM STA. 39+11 TO STA. 39+26 RT -L2-
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
WETLAND I
F
F
F
F
F
F
F
F
PT Sta. 42+77.69 43+00
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
18" 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 12
SITE 12
SITE 11
SITE 11
SHEET 14 OF 22
PERMIT DRAWING
-L2-FFFFFFF39+00
MH
230.6
232.3
S
PIN 1786-61-9227LOT 288DB 10019, PG 313
KHALED A. HARFOUSHN/F
PIN 0786-71-0351LOT 287DB 15666, PG 797
ELIZABETH ANN CRAIG
JOSHUA RAY CRAIG ANDN/F
225
225
225
225225
225225
225225225225225225225
225230230230
230
230
230230230
230
2302302
3
0230
230230
2302302302302302302352352352352352
35
235 2352402402402
40240
240
245245245245
245
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250250250255
FFFFCCFCFCFFFFFFFFFCF
C
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PC Sta. 39+53.11
4
0
+
0
0
PT Sta. 42+77.69
PC Sta. 43+16.7538+0039+0041+00
42+00
43+00
44+00
-L2-
PT Sta. 44+27.68
CRABTREE CREEK C/L.02.0
2
STREAM F
WETLAND H
WETLAND IWETLAND K
CRABTREE CREEKCL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
(-)0.5500%(+)1.2000%
(+)1.2000%(-)0.5000%
(-)0.5000%
18" HDPE
18" HDPE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
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'
PI = 44+85.00
EL = 230.16'
VC = 80'
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 42+84 TO STA. 42+97 RT -L2-
FROM STA. 39+11 TO STA. 39+26 RT -L2-
DETAIL 6
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 10 sy
Type of Liner= 4 TONS,CL I Rip-Rap
10'min.
1.0'min.
WETLAND I
F
F
F
F
F
F
F
F
PT Sta. 42+77.69 43+00
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 230230
18" 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 12
SITE 12
SITE 11
SITE 11
SHEET 15 OF 22
PERMIT DRAWING
-L2-FFFFFFF39+00
MH
MH
MH Si
gnSPIN 0786-71-0351LOT 287DB 15666, PG 797ELIZABETH ANN CRAIGJOSHUA RAY CRAIG ANDN/FPIN 0786-71-1358LOT 286DB 15033, PG 273CHARLES S. NICHOLSJULIA G. HAFER AND N/FS 15" DIPINV=219.59'RIM=223.55'TOP OF CONCRETE=224.75'OTCBINV=219.81'STREAM GEL. = 249.68
-PLCON- STA. 14+60.00
END GRADE
EL. = 244.38
-PLCON- STA. 13+10.00
END BRIDGE
PI = 10+40.00
EL = 240.48'
PI = 10+50.00
EL = 240.18'
PI = 10+60.00
EL = 239.98'
PI = 10+70.00
EL = 239.88'
PI = 10+80.00
EL = 239.88'
PI = 10+90.00
EL = 239.98'
(+)2.00%
(+)2.00%(+)1.00%(+)0.00%(-)1.00%(-)2.00%(-)3.00%(-)4.00%PI = 13+20.00
EL = 244.58'
PI = 13+70.00
EL = 246.08'
(+)4.00%
(+)3.00%
EL. = 240.68
-PLCON- STA. 10+35.00
BEGIN GRADE
EL. = 242.38
-PLCON- STA. 12+10.00
BEGIN BRIDGE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
EL. = 231.67
-L2_REV- STA. 47+18.22
TIE TO EXISTING GREENWAY
END GRADE
PI = 46+12.21
EL = 231.82'
(+)1.3000%
VC = 25'
PI = 47+07.04
EL = 231.82'
(+)0.0000%(-)1.3000%
VC = 20'
RETAIN
RETAIN
FCFFFFFFFFFFCCCFFFFFFPC 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
S
15" DIP
INV=219.81'STREAM GWETLAND HFCFFFFS
15" DIPINV=219.59'RIM=223.55'TOP OF CONCRETE=224.75'OTCBRETAIN
S
1546471045
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 16 OF 22
PERMIT DRAWING
SITE 14
SITE 14
MH
MH
MH Si
gnSPIN 0786-71-0351LOT 287DB 15666, PG 797ELIZABETH ANN CRAIGJOSHUA RAY CRAIG ANDN/FPIN 0786-71-1358LOT 286DB 15033, PG 273CHARLES S. NICHOLSJULIA G. HAFER AND N/F225225225225225225225225230230230230
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
270270275275280245
250
240235245
250255
240245235260265260
290S 15" DIPINV=219.59'RIM=223.55'TOP OF CONCRETE=224.75'OTCBINV=219.81'STREAM GEL. = 249.68
-PLCON- STA. 14+60.00
END GRADE
EL. = 244.38
-PLCON- STA. 13+10.00
END BRIDGE
PI = 10+40.00
EL = 240.48'
PI = 10+50.00
EL = 240.18'
PI = 10+60.00
EL = 239.98'
PI = 10+70.00
EL = 239.88'
PI = 10+80.00
EL = 239.88'
PI = 10+90.00
EL = 239.98'
(+)2.00%
(+)2.00%(+)1.00%(+)0.00%(-)1.00%(-)2.00%(-)3.00%(-)4.00%PI = 13+20.00
EL = 244.58'
PI = 13+70.00
EL = 246.08'
(+)4.00%
(+)3.00%
EL. = 240.68
-PLCON- STA. 10+35.00
BEGIN GRADE
EL. = 242.38
-PLCON- STA. 12+10.00
BEGIN BRIDGE
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
CL OF GREENWAY
EXISTING GRADE AT
CL OF GREENWAY
PROPOSED GRADE AT
EL. = 231.67
-L2_REV- STA. 47+18.22
TIE TO EXISTING GREENWAY
END GRADE
PI = 46+12.21
EL = 231.82'
(+)1.3000%
VC = 25'
PI = 47+07.04
EL = 231.82'
(+)0.0000%(-)1.3000%
VC = 20'
RETAIN
RETAIN
FCFFFFFFFFFFCCCFFFFFFPC 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
S
15" DIP
INV=219.81'STREAM GWETLAND H225225230FCFFFFS
15" DIPINV=219.59'RIM=223.55'TOP OF CONCRETE=224.75'OTCBRETAIN
S
1546471045
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 17 OF 22
PERMIT DRAWING
SITE 14
SITE 14
MH
MH
MH
MH
MH
MH
MH EVEVEVSign255
.5
255
.9
WP
-10002{L
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
HOMEOWNERS
AT UMSTEAD
THE HAMPTONS
N/F
BM 2008, PG 1008
(60' PUBLIC R/W)
POYNER RD
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
HOMEOWNERS
AT UMSTEAD
THE HAMPTONS
N/F
17
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 18 OF 22
PERMIT DRAWING
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
SITE 15
SITE 15
F
C CFC
F
C
F
C
FC FCFC
F
C
F
C
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C
C
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C
F
F
F
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C C
C F
C
F
C
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C
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CCFCF
F
F
F
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+00PC Sta. 12+70.78
POT Sta. 16+02.43
-Y5-
APPROACH RAILS
CRABTREE CREEK C/LTYPE-IIIGREU TL-315+00POT
S
ta
. 19+00
.00
16+0017+0018+0019+00-EBCR-STREAM
B
17
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 18 OF 22
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
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
( 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.
SITE 15
SITE 15
DI
15" HDPE
5 SY GEOTEXTILE
1 TON
CLASS B RIP RAP SEE DETAIL 6
EMBANKMENT
RIP RAP AT
F
F
F
F F13+00
PC Sta.14+40.41
MH
MH
MH
MH
MH
MH
MH EVEVEVSign255
.5
255
.9
WP
-10002{L
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
HOMEOWNERS
AT UMSTEAD
THE HAMPTONS
N/F
BM 2008, PG 1008
(60' PUBLIC R/W)
POYNER RD
LOT 111
PIN 0786-22-7860
BM 2008, PG 1009
DB 11903, PG 91
ASSOCIATION INC
HOMEOWNERS
AT UMSTEAD
THE HAMPTONS
N/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
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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 19 OF 22
PERMIT DRAWING
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
PROJECT NO.:
REVISIONS:
NO.DATE
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
SITE 15
SITE 15
F
C CFC
F
C
F
C
FC FCFC
F
C
F
C
F
C
F
C
F
F
F
F
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C
C
C
C
C
C
F
F
F
F
FC CC
C
F
F
F
F
F
C
C C
C F
C
F
C
F C
C
C
C
CCFCF
F
F
F
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+00PC Sta. 12+70.78
POT Sta. 16+02.43
-Y5-
APPROACH RAILS
CRABTREE CREEK C/LTYPE-IIIGREU TL-315+00POT
S
ta
. 19+00
.00
16+0017+0018+0019+00-EBCR-STREAM
B
17
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 19 OF 22
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
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
( 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.
235
240
SITE 15
SITE 15
DI
15" HDPE
5 SY GEOTEXTILE
1 TON
CLASS B RIP RAP SEE DETAIL 6
EMBANKMENT
RIP RAP AT
F
F
F
F F13+00
PC Sta.14+40.41
220
230
240
210
220
230
240
210
-L2- 42+75
WETWET
CLEARINGMECHANIZEDFILLPERMANENT SHEET 20 OF 22
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
[phone]
Cary, NC 27518
Suite 101
1151 SE Cary Parkway
NC FIRM LICENSE No: F-1148
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PROJECT NO.:
REVISIONS:
NO.DATE
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
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,
NOVEMBER, 2018EBENEZER 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
220
230
240
210
220
230
240
210
-L2- 45+32
WETWET
CLEARINGMECHANIZEDPERMANENT FILLSHEET 21 OF 22
PERMIT DRAWING
228.90
S.S.228.59S.S.228.57
3:1
3:10.02
H14014.00
SCALE: 1"=30'
GREENWAY ENGINEER
HYDRAULICS ENGINEER
[phone]
Cary, NC 27518
Suite 101
1151 SE Cary Parkway
NC FIRM LICENSE No: F-1148
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PROJECT NO.:
REVISIONS:
NO.DATE
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
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,
NOVEMBER, 2018EBENEZER 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
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 11 3 15+24/15+35 -L1- RT. STABILIZATION < 0.01 6 4 23+24/23+37 -L1- RT. STABILIZATION < 0.01 8 5 23+17/23+32 -L1- LT. STABILIZATION < 0.01 8 6 31+16/31+25 -L1- RT. STABILIZATION < 0.01 9 7 31+19/31+30 -L1- LT. STABILIZATION < 0.01 12 8 18+16/18+31 -L2- LT. STABILIZATION < 0.01 11 9 21+93/22+16 -L2- LT. STABILIZATION < 0.01 22 10 26+77/26+89 -L2- LT. STABILIZATION < 0.01 8 11 39+11/39+26 -L2- RT. STABILIZATION < 0.01 13 12 42+55/43+01 -L2- LT. 18" HDPE < 0.01 < 0.01 13 42+84/42+97 -L2- RT. STABILIZATION < 0.01 13 14 45+25/45+43 -L2- LT. EXIST.15" DIP < 0.01 15 12+88/13+00 -Y5- RT. STABILIZATION < 0.01 12 TOTALS*: 0.008 0.004 0.040 141 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 22 OF 22 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSWAKE COUNTYCRABTREE CREEK WEST GREENWAY NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS09/13/2019