20191029 Ver 1_I-5700_Permit Drawings_(2019-05-02)_20190802

Highway North Carolina Department of Transportation
Highway Stormwater Program mo
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 50118.1.FS1 TIP No.: 1-5700 Count ies): Wake Page 1 of 4
General Project Information
WBS Element:
50118.1.FS1 TIP Number: 1-5700 Project Type: Roadway Relocation Date: 5/2/2019
NCDOT Contact:
Heather Montague
Contractor / Desi ner:
Dan Robinson
Address:
NCDOT Environmental
Address:
Kimley-Horn
2612 North Duke Street
421 Fayetteville Street Suite #600
Durham, 27704
Raleigh, NC, 27601
Phone:
919 220-4600
Phone:
919 677-2178
Email:
hwmonta ue ncdot. ov
Email:
dan.robinson
kimle -horn.com
City/Town:
Morrisville
Count ies):
Wake
River Basins :
Neuse
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.80 Surroundin Land Use: Commercial and residential use.
Proposed Project
Existing Site
Project Built -Upon Area ac.
37.1 ac.
33.8 ac.
Typical Cross Section Description:
For -L- Airport Boulevard: Typical section includes 3 12'-15' lanes with turn lanes when necessary.
For -L- Airport Boulevard: 2 12' travel lanes with TWLTL.
Diverging diamond at interchange and 10' sidewalk.
For -Y- 1-40: Four 12' lanes on East and West bound with 12' exit ramps and on
For -Y- 1-40: Existing four lanes with added 12' auxiliary lane and 12' paved shoulder. 17' from
ramps.
auxiliary lane to guardrail.
Existing site consists of commercial buildings, lightly wooded areas, and Interstate 40.
For Ramps: 12' lane with 6:1 side slopes
Wetlands exist in the project corridor.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 46,500 Year: 2040
1 Existing: 33,660 Year: 2019
General Project Narrative:
This is a Division 5 managed project. Existing drainage patterns to be maintained to the best extent practical. Drainage systems sized with future development taken into
(Description of Minimization of Water
account. The following items were incorporated for the Minimization of water quality Impacts:
Quality Impacts)
Proposed culvert at Sta. 29+90 -Y3- was buried 1' and has a 'I'sill.
Alignment was designed to minimize wetland and stream crossing impacts.
2:1 Slopes were used to reduce structure length and limit wetland impacts.
Grass swales utilized to the maximum extent practical.
Use of open channel design with Rip Rap on Banks only where practical in areas of parallel jurisdictional stream impacts.
Channel Improvements and bank stabilization were used at culvert inlets and outlets to help stabilize channels and minimize erosion.
Countersunk rip rap pads with armored slopes/banks are used at pipe outlets to prevent scour holes, erosion, and to protect the existing channel.
The filtration basin (Sta. 19+52 -RPC-) will provide water quality treatment for a broad spectrum of water quality parameters of concern. As stormwater is temporarily detained,
suspended sediments and some phosphorus are captured through sedimentation. During infiltration and other chemical processes, metals and additional phosphorus are
removed. Microbial activity that occurs in the media helps to reduce nitrogen and hydrocarbons. As the surface layer is exposed to sunlight and allowed to dry, pathogens are
treated. Median filters with relatively deep media layers can help abate runoff temperatures.
Waterbody Information
Surface Water Body 1 :
Stirrup Iron Creek
NCDWR Stream Index No.:
27-33-4-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
iStirrup Iron Creek
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? INo
Dissi ator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

�HI j1Wa
St01 t lW
(Version 2.07; Released October 2016)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 50118.1.FS1 TIP No.: 1-5700
Count ies : Wake
Page 2
of 4
Additional Waterbody Information
Surface Water Body 2 :
Brier Creek
NCDWR Stream Index No.:
27-33-4
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
None
Impairments:
biological impairment
Aquatic T&E Species?
Comments: Biological Impairment for PCB Fish Tissue Advisor (Advisory, FC, NC .
NRTR Stream ID:
Brier Creek
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? INo
Dissi ator Pads Provided in Buffer?
INo
Deck Drains Discharge Over Water Body?
No
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no,
General Project Narrative)
justify in the
(If yes, provide justification in the General Project Narrative)

Hj hwa North Carolina Department of Transportation
Stormwater (_
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 50118.1.FS1 TIP No.: 1-5700 County(ies): Wake Page 3 of 4
Swales
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water
Body
Base
Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
N
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
4
22+25 -L- (LT)
(1) Stirrup
Iron Creek
0.0
3.0
3.0
0.2
23
75
1.70 %
0.3
1.4
0.4
1.5
No
Yes
23+00 -L- (LT)
6
69+25 -Y- (RT)
(2) Brier
Creek
0.0
4.0
4.0
0.6
55
175
1.40 %
0.8
1.5
1.0
1.6
No
Yes
70+50 -Y- (RT)
6
15+54 -RPC (LT)
(2) Brier
Creek
0.0
6.0
6.0
1.3
129
296
1.00 %
3.0
1.7
3.8
1.9
No
Yes
18+50 -RPC- LT)
6
20+50 -RPC- LT)
(2) Brier
Creek
0.0
3.0
3.0
0.7
74
200
0.70 %
1.0
1.3
1.3
1.4
No
Yes
22+50 -RPC- LT
6
23+79 -RPD- RT
(2) Brier
Creek
0.0
3.0
3.0
1.4
138
101
0.80 %
3.2
1.9
4.2
2.0
No
Yes
24+80 -RPD- (RT)
6
24+80 -RPD- (RT)
(2) Brier
Creek
0.0
3.0
3.0
0.5
48
220
1.70 %
0.7
1.7
0.8
1.8
No
Yes
27+00 -RPD- (RT)
9
34+50 -Y- (LT)
(1) Stirrup
Iron Creek
0.0
4.0
6.0
0.4
41
200
0.50 %
1.3
1.1
1.7
1.2
No
Yes
36+50 -Y- (LT)
14
15+50 -Y3- RT
(2)Brier
Creek
0.0
6.0
3.0
0.3
27
300
1.20 %
0.4
1.2
0.6
1.3
No
Yes
18+50 -Y3- RT
Additional Comments

HiShwa North Carolina Department of Transportation
gStormwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 50118.1.FS1 TIP No.: 1-5700 County(ies): Wake Page 4 of 4
Level Spreaders, Hazardous Spill Basins, and Forebays
Sheet No.
Station & Coordinates
(Road and Non Road Projects)
Surface
Water Body
Level Spreader,
Hazardous Spill
Basin, or Forebay?
Drainage
Area
(ac)
New Built -
Upon Area
(ac)
Required / Minimum Treatment
Treatment
Achieved
BMP Associated
w/ Buffer Rules?
6
-RPC- 19+52 LT
(1)Stirrup Iron
Creek
Filtration Basin
5.35
2.06
1.5 inches of runoff from NBUA
11543.0
17829.0
N/A
6
-RPC- 18+93 LT
(1)Stirrup Iron
Creek
Forebay
1.29
0.43
0.1 inches of runoff from NBUA
165.0 cf
516.0 cf
N/A
6
-RPC- 19+90 LT
(1)Stirrup Iron
Creek
Forebay
1.86
0.84
0.1 inches of runoff from NBUA
308.0 cf
846.0 cf
N/A
6
-RPC- 20+18 LT
(1)Stirrup Iron
Creek
Forebay
1.52
0.74
0.1 inches of runoff from NBUA
269.0 cf
1010.0 cf
N/A
*Hazardous spill basins are pollution prevention measures designed for spill containment rather than stormwater treatment. Under Required / Minimum Treatment and Treatment Achieved, provide the minimum required
volume and the actual HSB volume, respectively. Refer to the NCDOT Stormwater Best Management Practices Toolbox (2014) for design guidance.
Additional Comments

W
O
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Plan Suet Symbols
See Sheet 1C-1 For Survev Control Sheet
PERMIT DRAWING
SHEET 1 OF 27 °
3
PtE STA. 15+18.7!
Z ASgN
BEGIN CONSTRUCTION T GROpe c/N �'-
-Y- STA. 25+32.85 SITE 5D
\ SITE 4 AIRGATE DR.)
END BRIDGE
-L- STA 45+ 9+-
E TO DURHAM - _\
STATE OF NORTH CAROLINA
DIVISION OI,. HIGHWAYS
WAKE COUNTY
LOCATION: I-40 AND SR 3015 (AIRPORT BLVD.), REVISE INTERCHANGE
AND CONSTRUCT AUXILIARY LANE ON I-40 WESTBOUND
FROM SR 3015 (AIRPORT BLVD. TO I-540.
TYPE OF WORK: ITS, DRAINAGE, GRADING, PAVING, SIGNALS
CULVERTS AND STRUCTURES
END TIP PROJECT 1-5700
STA. 61 + 00.00 —L—
SITE 8A
SITE
1SITE
9
C
°CbIIN UM USL /
-L- STA 42+68+/- y/ 1
SITE 3A (FACTORY SHOPS RD.)
\ SITE 2 4
\\ SITE 2A
-Y-BE IN N T. `
TA. 10+70.00 " u
(SR 1641 SLATER RD.)
ISO
cy�Rch o GRaR
L
'P
SITE 1
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF MORRISVILLE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
THIS IS A PARTIAL CONTROLLED— ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS.
5E
ONST.
.00
5C
RTATE
flTATO PRUJe(1' RRPeRBNt. WO
SI@ET
NQ
TOTAL
SHBETS
N.
1-5700
�.'
*,A— PRnh a.
RAPRpEWa
OEP�Ra _
50118.1.FS1
NHPP-040-1(259)286
PE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WETLAND AND STREAM
PERMIT PACKAGE
MAY 2, 2019
^� END CONSTRUCTION
/ SITE -Y- STA. 113+06.23
L:ND
9TARIDGE
4r—SITE 112
SITE 6
6 1 SITE 5A
11
—Y— (Ile)
`SI
E 4B
SITE 11
7BEGINBRIDGESITE
43+03+/-
10B
SITE l0A
C1.34
(AERIAL CENTER DR.)
SITE IOC
3B
BEGIN TIP PROJECT 1-5700
STA. 18 + 85.00 —L—
SITE 12
TO RALEIGH
* PROPOSED SIGNALS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared for the North Carolina Department
in the O
of TransportationOffice of..
HYDRAULICS ENGINEER
Y
50 25 0 50 100
2019 = 33,660
ADT 2040 = 46,500
K = 9 %
0
D = 65 /Q
T = 6 % *
V = 50 MPH
* TTST = 2% DUAL = 4°/D
FUNC CLASS=ARTERIAL
STATEWIDE TIER
LENGTH ROADWAY TIP PROJECT 1-5700 = 0.741 MILES
LENGTH STRUCTURE TIP PROJECT 1-5700 = 0.057 MILES
TOTAL LENGTH OF TIP PROJECT 1-5700 = 0.798 MILES
Rono
ENGINEERING x,,h, acz606
a== 19a51�"
1e5180'
PE.
SIGNATURE.
®F NORry�
P.
%
e
�r ®p TRIk, �
J
2018 STANDARD SPECIFICATIONS
EDWARD G. WETHERILL, PE
PLANS
50 25 0 50
100
RIGHT OF WAY DATE:
SEPTEMBER 21, 2018
PROJECT ENGINEER
BOB A. MAY, PE
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
LETTING DATE:
SEPTEMBER 17, 2019
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
NCDOT CONTACT: TATIA WHITE, PE, PI
ROADWAY DESIGN, PROJECT ENGINEER
PROFILE (VERTICAL)

DETAIL 1
INLET C1 PROVEMENTS
Ex/STING
GROUND
1 NOT TO SCALE)
3 S la X la RCBC
UPSTREAM EXTENSION
CLASS IIRIP RAP KEYED -IN
TO BANKS ONLY (TYPJ
2J OR FLATTER
EXTEND 2'BELOW BED
33'CHANNEL WIDTH
ALONG CULVERT FACE
GEOTEXTILE
NO ELV. = 28121A
1 SERVED 2//I81
STA. 33.31 -L- (LT)
DETAIL 5
SPECIAL LATERAL N' DITCH
(No. Sco1e)
Natural DFill
Ground 3.y D f ode SIoPe
FROM STA. 19+GO TO STA. 20+25 -Y8- L
FROM STA. 20+65 TO STA. 21+20 -Y8- L
FROM STA. 20+50 TO STA. 21+20 -Y8- (R
FROM STA. 14+08 TO STA. 14+50 -RPB- L
FROM STA. 14+30 TO STA. 18+50 -RPC- LT
FROM STA. 20+50 TO STA. 22+50 -RPC- Ll
FROM STA. 22+50 TO STA 24+80 -RP0. Rl
FROM STA. 24+80 TO STA. 27+00 -RP0. Rl
FROM STA. 50+50 TO STA. 51+50 -L- (L
EXISTING xDE�TAIL v2c�
GROUND OUTLET CH��FAPROVEMENTS 3 a I2'X I2'RCBC
(NOT TO SCALE) DOWNSTREAM EXTENSION
T
CLASS II RIP RAP KPYEAIN
INSTALL 2.90F CLASS IIRIP RAP
ON BANKS ONLY
TO GREATER OF THE EXISTING
YPJ
TBE
TOP OF BANK OR AN ELEVATION
EXTEND 2OR
OW BED
OF 2895'UPSTREAM AND
GEOTEXTILE
288H DOWNSTREAM
CLASS /'RsIIP RAP
APP'OX. !7 CHANNEL WIDTH
PLE7EUA WTNK H CTLASS BBRIP RAP
ALONG CULVERT FACE
TO FILL VOIDS
�'1 INLET AND
EXISTING
GROUND
��sLyyS ELyy�- 282.4'�
(tlBSERVEO 3/23/18)
Y CONCRETE SILL
STA. 52.40 -L- (FIT)
H7RgNEL IMPROVEMENTS
TO SCALE)
to l2' X la RCBC 1T
`-I
(BURIED I') �)
CLASS II RIP RAP
KEYED -IN TO BANKS
ONLY (TYPJ 2IOR FLATTER
EXTEND 0BELOW BED
15'CHANNEL WIDTH
ALONG CULVERT FACE
STA. 29.90 -Y3- (LT)
STA. 29.90 -Y3- (RT)
OUTLET
xDE�TA-IL-R4��
CH��FIPROVEMENTS
(NOT TO SCALE)
3 R 9' X B' RCBC
DOWNSTREAM EXTENSION
EXISTING
GROUND
35'WIDE CHANNEL MEASURED
ALONG
SKEWED CULVERT FACE
}p \
I`Ihb c -
I )�
IL
I CLASS IMP RAP
2
KEYED IN TO BANKS
IL ONLY (TYPJ 2:IOR FLATTER
Y SILLS AND Of WIDE
2 EXTEND 2' BELOW BED
FLOODPLAIN BENCH
GEOTEXTILE
MEASURED ALONG
IS ESERLV.= 2825'VlVflal
B PLAN VIEW
I- *�
SECTION A -A Ts 1- -Is
ncsrE�rallrra
DETAIL 6
SPECIAL CUT DITCH
I Not fo S 10
Front
DHd,pe
N or SIo
Ground 3.7 D�Tet
Min. D=1.0 R.
FROM STA. 22+25 TO STA. 23+00 -L- L
FROM STA. 34+50 TO STA. 36+50 -Y- L
FROM STA.15+50 TO STA. 18+50 -Y3- RT)
FROM STA. 26+50 TO STA. 28+25 -Y3- (RT)
DETAIL 8
LATERAL 'V' DITCH
I Not I. Scol^)
Ground {D 1'Ai. Slope
d
FROM STA. 99+65 TO STA. 100+37 -Y- (RT)
DETAIL 12
FALSE SUMP n
(Not to Scale)
Outside Ditch
O
Traffic Fl-
I 2
GI
-S_
etc.
S-Ditch Slope
(i Proposed Ditch
STA. 47+35 -Y- (LT)
STA. 59+75 -Y- (LT)
STA 61+65 -Y- (LT)
STA. 68+64 -Y- (LT)
STA. 70+93 -Y- (LT)
STA. 102+37 -Y- MT)
STA. 105+81 -Y- (RT)
STA. 21+65 -Y3- (LT)
STA. 23+62 -Y3- (LT)
STA. 16+96 -RPA- (RT)
DETAIL 7
BERM DITCH
(No b Sca1e1
N.-1 _1
d °�/ D °', RDWY
GeofeMile�
Min. D=1.0 Ft.
Max. d=1.0 ff.
b=5.0 R. Troe of Liner= Class Ri. -Rao
FROM STA. 23+00 TO STA. 24+50 -L- (L
FROM STA. 14+20 TO STA. 16+50 -RPB- (L
DETAIL 9
SPECIAL LATERAL N' DITCH
(No. Scale)
Fill
Nofuml T,'�O of Slope
Ground D F
d
GvoMdile Min. D=1.1 Ft.
Type of Uner= Class I Rip -Pap Moz. d=1.5 R.
FROM STA. 20+10 TO STA. 20+50 -Y8- (R
FROM STA. 16+16 TO STA. 18+07 -RPD- (L
FROM STA. 49+97 TO STA. 50+50 -L- (L
FROM STA. 13+00 TO STA. 14+00 -RPB- (L
DETAIL 13
PIPE OUTLET CHANNEL
(No ro Smle)
As
s d
Length = 25 R. Clary I w�RaP
B CHANN LBED CeaMenunk
t = 1.5 Ft. (V-1,16)
d= 2 Ft.
Est.= 40 Tons of Class I Rip -Rap, 55 SY GFD
FROM STA. 51+25 TO STA. 51+43 -L- (RT)
1223 ]ones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
111111111111110FE INEERING License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PIANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CTIILISITE DESIGN - GIS/GP9 - CONSTRUCTION OBSERVATION
DETAIL 10
LATERAL BASE DITCH
(Not Scale)
b
Nmuro1 Fill
Ground D 1"iFf. SI
d
GEOTExaIE B
P.
Min. D=3.0 F1.
Max. d=3.0 R.
•When B is < 6.0' B=5.0 R.
Type of Liner= Class I Rip-Rop b=5.0 Ft.
FROM STA. 29+00 TO STA. 29+75 (LT)
DETAIL 14
LATERAL BASE DITCH
(Now
Smle)
b
Nofuml t_ Fill
Groan :) D f'H' Slope
d
GEOTE%TILE
Min. D=1.5 R.
Maz. d=2 R.
^When B is < 6.W B=3.0 Ft.
Type of Liner= Class I Rip-Rop b=5.0 Ft.
FROM STA. 29+10 TO STA. 29+75 -Y3- (RT)
DETAIL 17 DETAIL 18 DETAIL 19
RIP RAP AT EMBANKMENT STANDARD RASE DITCH
FALSE SUMP (Nora wale) (NO fo So,W)
Outside Ditch lNa fa 5 Iv) 10'min. Nmurol Nofuml
�rrr Gmu :7 ,4.\ Gwun
I raT11C rIOW DikhGmde7GE10TUnLE
dD20;1 GeeteNNleMin. D=1.5 F.
y[t Maz. d=1.5 R.
t S- PER LoA OWES •When B is < 6.0' B=3.0 R.
S=Ditch Slope (} Proposed Ditch Type M Liner- class II RIi ftp Type of Liner= Class I Ri
14+50 -RPB- (LT) FROM STA. 33+40 -L- (RT) FROM STA. 33+30 TO STA. 33+80
FROM STA. 14+65 -RPA- (RT)
DETAIL 22
SPECIAL OUTLET PROTECTION
(NIT To a iE)
INLET
Eo
48-WELDED STEEL (NOT (N'OT SCALEF20VEMENTS
OS25'WALL THICKNESS
EXISTING
GROUND
TRENCHLESS INSTALLATION
EXIST 3a RCP
(
- 77
CLASS I RIP RAP KEYED -IN
NO OBSERVED NWS
TO BANKS ONLY (TYPJ 2:IOR
FLATTER
NOTE:INVERT OF NEW 48'WS
EXTEND 2'BELOW BED
LIMITS OF EXCAVATION
MUST MATCH INVERT
OF EXIST 30'RCP
STA. 53.40 -Y- (LT)
6a WELDED STEEL (NOT BURIED) DETAIL 26
INLET C
OB75'WALL THICKNESS
TRENCHLESS INSTALLATION
(NOT TO SCALE) EXISTING
ExlsrlNG
GROUND
EXIST 54'CMP
-
ADJUST TRIBUTARY TIE-IN AND
`Y %Tlr�llf
CHANNEL BANKS AS NECESSARY
AND SUPPLEMENT WITH CLASS I/
NW.- VERTAPPRO 3'
NEW 6aWS
NOTE:VUST
RIP RAP KEYED -IN TO BANKS ONLY
T
MUST MATCH INVERT
OF EXIST 54'CMP
(TYPJ 2I OR FLATTER
EXTEND 2'BELOW BED
LIMITS OF EXCAVATION
STA. 101.13 -Y- (LT)
Kimley >)Horn
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
PERMIT DRAWING
SHEET 2 OF 27
PROJECT REFERENCE NO.
1-5700
KW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2D-/
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UI
NLESS ALL SIGNATURES COMPLETED
DETAIL 11 I
FALSE SUMP
(Now S 1a)
Outside Ditch - _ 12,
,0D•I_
.,I`
GI
�-5-
S=Ditch Slope Proposed Ditch
DETAIL 15
TOE PROTECTION
I No I. Scole)
F\tea.
N-1
Ground
d
d=2.0 R.
b=2.0 Ft.
Geotextile
Type of Liner-
Class 'B' Rip-Rop
FROM STA. 100+38 TO STA. 102+00 -Y-
FROM STA. 25+25 TO STA. 29+69 -Y3-
FROM STA. 25+00 TO STA. 25+85 -Y3-
FROM STA. 25+85 TO STA. 26+50 -Y3-
FROM STA. 28+50 TO STA. 29+10 -Y3-
FROM STA. 17+49 TO STA. 18+05 -Y8-
DETAIL 20
PIPE OUTLET CHANNEL
(No. Scale)
rd
Ao� S -mod
S° d
Length- 25 Ft.
t = 1.5 R. CHANNEL c°aM.aank
IVodable)ED
d = 2.5 Ft.
Est.= 30 Tons of Class I Rip -Rap, 45 SY GFD
FROM STA.29+10 TO STA.29+35 -L- (LTI
DETAIL 23
STANDARD 'V' DITCH
(Nara sc°Ie)
N' Vrol 1 Nafuml
d 7./ D ,�.� Ground
Min. D=1.5 R.
FROM STA. 69+25 TO STA. 70+50 -Y- (RT)
STA. 61+40 -Y- in
STA. 67+70 -Y- (RT)
STA. 21+40 -Y3- (R
STA. 28+37 -Y3- (R
STA. 17+87 -RPB- RT
STA. 18+30 -RP0- L
STA. 15+75 -RPC- R
DETAIL 16
BERM 'V' DITCH
(Nato Sca1le-)I�,-mot
Noun l I
3./ D'\ RDWY
N
Min. D=2.0 R.
b=5.0 R.
FROM STA.16+50 TO STA 17+50 -RPB- (LT)
FROM STA.17+50 TO STA. 18+45 -RPB- (LT)
FROM STA.18+45 TO STA.21+45 -RPB- (LT)
DETAIL 21
STANDARD BASE DITCH
(Now sw v)
Nnbml NWural
D
Min. D=1.5 Ft.
B=2 Ft.
FROM STA. 14+30 TO STA. 14+80 -RPC- (RT)
DETAIL 24
GRASS SWALE
(Nab Smle)
Nronl 1 Nabrol
d 4/ b,� Ground
D
Min. D= 2 R.
FROM STA. 19+50 TO STA. 15+95 -RPA- (LT)
DETAIL 27
SPECIAL LATERAL 'V' DITCH
( Nof to Scale)
Fill
NaturalSlope
Ground ') D F o
a
GvofuHle Min. D=1.5 R.
Type of Linar= Class B Rip -Rap Moz. d=1.5 Ft.
FROM STA.19+50 TO STA.25+00 -RP0. LT)
FROM STA. 20+25 TO STA. 20+65 -Y8- ( B
RIP RAP AT EMBANKMENT
(No fa Smle)
10'min.
Ditch 1.0'mi,I�l ,.5•
G.aae f
NtdLLyy GEOTyyEXTyyILEpp
pER LOCATIOryES
Type of One.= Class IRip-Rap

r LEGEND PERMIT DRAWING 122370nes Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
r SHEET 3 OF 27 ETHERILL Raleigh, N.C.27606 /-5700 4ao. EN NEERING License No. F-0377
o ® DENOTES TEMPORARY ® DENOTES IMPACTS IN F �y Fax: [phone] R•W SHEET NO.
Bus: 919 851 8077
IMPACTS IN SURFACE WATER SURFACE WATER ROADWAY DESIGN HYDRAULICS
RAnOL/STATIONP -GING/DE9GN-B UI 01TRUGTUREDESIGN ENGINEER ENGINEER
f F�kl7f CIN41SITE DEIGN-GIS/GP5-CONSTRUCTION OBSERVATION
KimleylMorn
\ Sf eq\\ ©zoo
P.O. BOX 33068 RALEIGH, N.C. 2763E-3068
E /
IVQO NC C
/O
\ \ - - + E�\ K p CB 63 Nq
\ Ive TOP
8' OUT=309.24"=316.44' ��//
\ \ Q 1
\ CRACKER BARREL OLD COUNTRY STORE INC \\\\ / �12�OU1=5I3.nt/
OP=290.7I'
NN E ? /2T
Fo,-'2T284�09' CB�'7 229868n _ ?OUT3099.90' 4�N 01TD`2' c'.�`Q �\ P`Q
CULVERT zr2 E O 5? PT3z9a. I\�a� vao \
TWO BARRELS \ OP=304 Q\ \\ / r,
\ 6' op-
14 \
\ Ci `�IP4o„ / J_ , 1 r'.1 3SSTUCCO BUS TOP=317.16'
\ 4 2q• ////�+y j'� 12'IN=312.8E /
6,S ? Z l R CB (0- "' / IS' OUT=312.66' BUCKHEAD
-/- \a. Pg / / / �� D' PROPERTIES ILL
TIN-304.72
15'IN=302.32'
\� ,,,/ W ✓ 24' OUT=302.22' /�
\ \ '•1 0 i��\ � � \ m I / 7 \\ 9 e � Q � BERM 'V' DITCH
\ \ \p n r \ \ Co>�+y �y P' W/CLASS 'B' RIP RAP.
2A' 64 G I 7 I \ q - ( EST 50 TONS
1/ \ 1\'
g yll \ C
PA24" CP- I -EST 110 GFD
IyBS SEE DETAIL 7/SHEET 2D-Al T/PA 1 2q• IS 1B /M
I I Ip�I ' 30\" CP
12O32972E=TOP=300.59#OUs4
6OPEIICBTOP-299.63' Q
24' 60T=96.m9' 12C6Iry 29©"15 RC -I
/ I m' ,/ 2' HOPE __ c,>5� I Imo+^- SPECI CUUy�JITCH /
C © - oQG'36" RCP -III I CB 11 -> _�\ SEE T AIL'63HEET 2D-1 /C Z
•'\ p¢ E e 49
O I Ca �. �i fTl
(� \ °� NV=289. P� - 'T t29458' I \ RCP �II C - a C CB CB CB
F- - _ r
Tr IB' IN-290.47' 4 I C MOVE 1 .,
w `18' OUT=288.42' f I
I 6� KIRSHNA HOTEL, LL \, �¢ o p4..g" 76" RCP -IV
\ 0 OI RETAIN -IS Nz294.4 RETAIP� OVE \\. c _ -=15� CB N
\ S? TO S 1OP=301.37' 36'RCP 24•
287.42' 24' IN=288.96'-, 24 _ - F ` _ - -L_ B D
;J 12• 11 -28 21 IB' OU 287.32, 24 OUT=288.8E F
=r
\ 16 OUT= .16' � INV= 87.62' F � _ - 15" RCPIV N
F _ _ _ _ - - _ ��N -
✓� / \ \ jx �P ®4 _ _ F _ - - - - S➢l5 NRPORT R +
V /_ �o5.7r
SORRELLS GROVE BAPTIST CHURCH \ \ �s �, SPECI = _ _ - -10 N e 3,e6 CB S I \ 15• RCP E • C&G _ _ p
Ce RCP -IV. 1 Lcj __
�_ � 0
/\ O O %/ c �_ \ - F ,;P-35'B5T CB EIP I' SB'CONC m
C�9i.05' _ - _ TIE TO EXI� 32' ST I IT
_ I� yV�9
/ 639 Q 2Y BST N / / P r/ Ex� / E Qc. 9' 4 1 '_� m 15' 00T= 0.40'
COLLAR AND EXTE i-I 29 3'CB 16'Ih F SI4 /.1 J j O II Q�T22925_ 12 ____ ______ 1'I N2291.6T
i B. LF 08 15 �RICP-III34550 ti 4 .C&G I �� / .Se
p I G - \---- 15' OUT=291.62'
c+ IN2'T II`IACCESSiBL� r;ll
0 S 15" CMP W/15 SK.59' \ % Tp P= 91 4'
,. Cm A \ cn \C• Z -p IryACCES
EST PA f.
14i I1 I III l f
69' h 1 //¢ 111v \\ c c coNc' n I� illfYl �I� II
/i/ %\//% / �///�%/ c' /SS55/ .0%'0 /aj�2,ro-8TiOP1N..3312�1.30.48' ' ��3366'' T'IINIpIY p 2299D1I04.39098'' ' SS / // P __\ ^/r1/�\ a \- 3 'P _ 0 6 49' SK / \`Vj�•�i% 1 `p�\ a\\\ \\ 1 - �r
2 'I
bI I IOPUaT293.81'
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11 IIIIIll,
m SALGG-
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Sro� _ TOP_C 83, .25+45ISBK BUS 12OUT49.33388•O'3'1I322' 9.32` .72' \m ,KpO \yc 35 T U5 1 /
8. O RCP TOP=307.72 B
S4�j9 �6' 36•IN'29� // \ O - IS III'II°
G' 36' OUTj297.z7• / 2 \\\ + XDM LTD \
pN TOP-3 8.3 POC Sto. 2/+3 6 J
t i i 0 /_ p 38 OP2Z IO OUT33 547. S C }gip-3 . 6 \ \
p �9 s / 51w 4.6 -S WP
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TOP=319.29' 290.40' p TOP=29410'
A9 \N' `33S 48' ININ 313.47' OU4=290.20'
3 q8 48' OI17=313.30 I `�' \ / �' 4f m
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c �6 � pep 1 \yy V A 1 @ COLLAR AND EXTEND
O EX 15" RCP AND TIE Ih
g 0 39 mo 9I I I o 9A \ ETLAND INTO NEW CB o
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m� I I CB AN O T EX 15" �q4P
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�IN4otl0f _ 15• our=3G3.6 ' m a \ \ STORE MASTER FUNDING II LLC
\\ t • S ' .3 II OP 30 .35'� E T 2 ON$
S5 /2A 3 OU�f=3 0.7E
p9 m I EST S GFD
HOL RDU HOTEL INC TOP=307.06�' O
\ 5A353 q' [� I5'OUT=303.21' f\
j� \SeSU�3SE+p 48 OUTz 314:17 II CLASS TRIP RAP e\
�\ DI S O SZUGGp 0�SEST 20 O NS
EST 39 SYGFD EIP
\� S 42"
4 JB WiMH �-OIPN
�COLLAR AND EXTEND 36" RCP -III =289.'' '
\ SDI LIMITED PRTNRSMP
1 I 'OUT=320.07'
\ ISITE T -IMPACT ZOOM -IN
B.IO' (SCALE; T" = 50)
NORTH
EAST
ELEV.
CUL1
767148.95
2052518.25
282.44
CUL2
767144.33
2052512.96
282.89
CUL3
767143.64
2052512.15
2 3.
CUL4
767138.93
2052506.95
82 41
767144.39
2052513.01
290.56
NE
-67143.86
2052512.58
29 .52
767069.89
2052651.60
28 .50
CUL
767065.54
2052646.14
^281,.33
CULT
767064.53
2052645.5E
281.64
CUL8
767060.05
2052639.88
28 .32
CE2
767064.73
2052645.45
89.7E
HW2
767065.15
2052645.59
1. 2
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALE
50 25 0 50 100
PLANS
PROPOSED TRAFFIC SIGNAL
SEE SHTS. 15 & 16 FOR -L- PROFILE I
SEE SHT. 19 FOR -Y5- PROFILE

LEGEND PERMIT DRAWING %
SHEET 4 OF 27 /^
®DENOTE$ TEMPORARY DENOTES IMPACTS IN f gee
IMPACTS IN SURFACE WATER ® SURFACE WATER
\ f�
+ El
\ CRACKER BARREL OLD COUNTRY STORE INC �\ Q
\ 0 1-284.9'
1223 ]Ones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
---JI ETHERILL Raleigh, N.C. 27606 /-5700 4
EN INEERI NG License No. F-0377
Bus: 9198518077
L Q R'W SHEET NO.
Fax: [phone]
\\ I ROADWAY DESIGN HYDRAULICS
/ I TMNSPORTATIONP NNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
Cn0L/SITE DESIGN - GIS/GPS- CONSTRUCTION O&SER 10N
Kimleyl)Horn
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
" 1Av'_
NR/� - DOCUMENT NOT CONSIDERED FINAL
,4 - UNLESS ALL SIGNATURES COMPLETED
/Ao s IB?OP C- 0 4' �O//
-- -I TO 3
2'
P
12' t=284.09' , I \ E a- - ---
�F./ (I \\ •I P-3 OUT=298.90' 2'
CULVERT 42 �/=0 " >� 0oui=z9e. V� / �c m tic
0= 3o4a� 7
TWO BARRELS \
\ 6' OtJT=294.0T 14
1. �C%- / �'.� 3SSTUCCO BUS TOP 317.16'
NORTH
EAST
ELEV.
CUL1
767148.95
2052518.25
282.44
CUL2
767144.33
2052512.96
282.89
CUL3
767143.64
2052512.15
2 3.
CUL4
667138.93
2052506.95
82 41
767144.39767143.86
NCULE
2052512.58
29 .52
767069.89
2052651.60
28 .50
CUL
767065.54
2052646.14
28
CUL7
767064.53
2052645.56
1.64
CULB
767060.05
205263 .88
.32
CE2
767064.73
2052 45 45
6
HW2
76706 .15
20526 5. 9
2
h 12 \ \ / / `c a -2 - Q_� �J`�� / o/ sZ ///JI\ \ \I5BT''OIINN==r'3.1 222'\ ' 4f `•Yy . �/ IN
- - IS' 3128 R/O�TIE
s7P0.47
3Z3/
'(
2
\'- ,n �9 I� ✓ z oUT=30z.zz.'
\� \ ~ - - • I2 2 / \\ P rBE 'V' DIT H
y \ l \q _ ��.
.� \ 2q• O&G I \ /� 3tEST 50 TONS
^N'
24" RCP -III ° J_ EST 110 GFD
' I G ST/ BP� SEE DETAIL 7/SHEET 2D 1
\ 7
CB 1B /MH ,� - - -
$TOP 301.72' \ I� O / 30" RCP16
� 12' OUT-297.69�'
STOP 299.63' t
12 IN=296.06' 1''� 12' IN296.79' 12. NOPE © RC m _ -
' � 24' OUT =295.99' � Iz' IN;296.64 15" IV I b \J�E _ � ,` �� /\ (•i
CB 6
N / I y ) \ �✓ f7 C_ l p4,°5 I 1 � q\ \I CUT DITCH � 4r' iC✓ / r
�- $EE 1�65HEET2Ek1\ A
RCP III -
STOP= I Ca CB 1 ��� < � C\�\��\ ��--� Z
S
1a• =z9a 47 - V - I rn R DI m
's
A \ s Pp �L I5' 95.fig 36" CPC C a G CB GB CB
�S - a - IS'0u294.58 4 I v
\ - n VE _�735' _ _ _V r
1_SHNA [HOTEL. L P w \ rm \ 18' UT 288.42' r - O 1 - 18" RCf-11C
" I � DI _ Ta' 1 �
\ \ �' RETAIN 24_Rf� -15 4 11 15 0` RETAIN - J-�N - B -V CB
_ \ 75„
301.37' '\RCP 24' c /
-L-
\ v32 j-
N
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r.
+
m I r
d � _
CB
SPE gIA O
Ce 15„ RCP-1V. N _ \ c / CB - IS' RC E� C&G
RETAIN -
-35'B
TIE 15" RCP Q 2 J" TOP= 4.10' 2YB 7 N
/ •' / / '^ �� l T .OB 15" RCP -III E I G saz 1 1 o 15' OUT= 0.40' b OP 3 l
/ O - 94 32' 6 �O"} 2292 9 �F 2
COLLAR AND EXTEND m \ T P--29 GS G - ------ - 15' T 2916.62' /
15" CMP W/15" CSP --. _. \\ _V' CCESSIBLS�� {/�&
JL _ ` 4� ` I105 `,/ _\ B 12 OP 299327
\\ 1 1 \ 8 TOP 295.2 I -Fp In
15OUT-201. 3 ' / P 4 UI 1 vN I
' �" 1 ¢ �/ fC\ n g I m II�IY
s 30' I. f,.�Y- ° \ w a• c / / funs \` o c cDNc 1 g III
�o, III 6 i'"
.1S -. n 1 c43.86'
SK � � � D � � 11e•ou�_ 91.z6'
i 6� 4� Tpp 10.48' \ 1 , IpI m SAG ro
29 \'. \ \ \� / \ i� ISBK BUS TOP 2 4.83'
`\ \\✓< \\ 35 12'OUT=g i I
✓ / � ` D1 � Q§1TOP o7.7z'� �,°�. � \ � �� IST eus
N3z9 \ �z. -Y - � + 44
3 OU 7.2�' - \ t . �\\
o P=3o3' -L- POC Sto.2/+34.46 XDM L
o�P22's /- 0 3 4A 31< A� � \ WP �� J
a<
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2"C/'/l-L frs - /�\1(l/r,o.3\ ?• >\,\ T ' ==331 1 297' ' { II \ I I C\ �• a�II ,l �\ \ F\�.' D I
IIIIB1' 'OD2I
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,rAe\\ 448' REMOVE EX
COLLAR AND EXTEND \\
G S aI I I r \ \ -/apP\pa2sy,�;•77�-$y•✓ o vJ_///��• � a am^'tltla1 •l =3P"qJ I( �15•Oo\
9q r 'BP RAP T
EX 15" RCP AND TIEO LAND -- INTO NEW CB
AD T I a
xoIh
GURUDEV LUX IPB0.36kSS
D+ - CNISSTORE ING IILLC
0.76
EST GFD '� \
HOL RDU HOTEL INC TOP=3�0706'' \ f 3 GRAPHIC SCALE
01
V • 0 3 -314.1 I 15. OUT=303.21'
CLASS I RIP RAP \ 50 25 0 50 100
5 0 0�S 4. EST 20 TONS
"o _ • - I > �% EST 39 SO GFD i
ss 42„ \} AE1 PLANS
\ wo \ p COLLAR AND EXTEND 36" RCP -III 1Q•01N=2877;3 '
D1 LIMITED PRTNRSITEHIP
n \ TOP 20.0 "� \
_ au1 2o.or / *PROPOSED TRAFFIC SIGNAL
\ /SITE -IMPACT ZOOM -IN SEE SHTS. 15 & 16 FOR -L- PROFILE
a.1o' (SCALE: T" = 50) SEE SHT. 19 FOR -Y5- PROFILE

NORTH
EAST
ELEV.
CUL1
767996.90
2053907.59
282.7 of
CUL2
767992.17
2053899.10
280.
CUL3
767991.64
2053898.27
280 9
CUL4
767986.83
2053889.93
98 97
CUL5
767986.36
2053888.99 .42
205388P- 1.31
205385 C 1.02
CUL6
767981.56
CE1
767989.21
WW1
767989.54
2053894.66
W93.14
767866.33
2053980.45
2 ®284
PCi48
767861.79
2053971.2
280.84
CUL9
767861.44
20539"' 280.97
2053` 5 281.07
205-' q1.22
2 S0� Sto. /2+42.460.91
CUL10
767856.49
CUL11
767855.96
CUL12
CE2
767851 .50
767859.7
POC Sto. 3 +60.00
12
HW2
767859.89

of
N�
Pr
N�
r LEGEND PERMIT DRAWING
r SHEET 6 OF 27 \
r1 DENOTES EXCAVATION DENOTES IMPACTS IN t95\\ zv
® IN WETLAND ® SURFACE WATER
®DENOTES TEMPORARY I \ - REMOVE 24" RCP
IMPACTS IN SURFACE WATER & REPLACE W/
36" RCP IV
CLASS I RIP RAP ON BA
CLASS I RIP RAP COUNT
/ IN STREAM BED
EST 30 TONS CLASS
EST 45 SY GFD
SEE DETAIL 20/SHEET 2
l 9 El /
I`
' � O
�T
118" IN- 85.66'_
1223 ]Ones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
Igy ETHERILL Raleigh, N.C. 27606
EN INEERING Base91985
nse No. F 0377 1-5700 5
18107 R'W SHEET NO.
Fax:
,I ROADWAY DESIGN HYDRAULICS
% TRMI­ON _NNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVI41SITE DESIGN - GIS/GPS- CONSTRUCTION OB.SER 10N
�STI Kimle �>-Horn
Y
IV P.O. BOX 33068 RALEIGH, N.C. 27636-3068
R
zL access EnsENEN11"
�. MV=281 \ � '�I � DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
tP� O
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// N
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IISH � SITE 3A
Cp I', `LL 15 ' •, I DI �' SEE DETAIL 15HEE{2D-1 / LAD +
D - - icx TOP 290.85' I
15' IN-278.05' / L(i - 1- P T +
R4 SITE 2A ` - 5 5' v277.95' E rT1 -L- t0. +
Z p
E T F I _ (b I� //���/ `M1oo RCBC EXTENSION
NOT BURIED
S(SITCEA2LAE: -1IM-PACT ZOOM -IN s
SO) II za� SBLKB
P
0.
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v RETAIN T ])� l Tsoc TOPy�-�1 01 93 7'. _ _- S - -
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r
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-- - E` - - S 1g" RCP -IV CB ELi_
I
- ® Ce REMO m
I CB -_=�1 7c m CB- 1 P- CB
1r 15" RCP N CB
r CB
8" RCP-�V REMOVE D
D r REMOVE
N - _ ---- --- --- �" N \
24" RCP-
15ICP_III CB _ 15" R
+ RCP -III CB CB lO�j - 16 - O
O - - - - �, _ --�- - - 8' STEEL -
C8
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\ f-F -- r �- - \ I Z F F / F F � '^ F JB W/Mh COVER F - m
1P \y
24 k RETAIN I I 6\ �q 1 5 s- Q CO_ NVfRF-C REMOVE C/' O CONTRACTOR TO - IT
Z - '{YJp_ - 1B�//MF�y- [ '47' - / - FY PIPE
3r BST _ _��� g%OUT 2 i.9 - I� _` - -- _ - --
i'fl - I - n ® I - \ ABANDOlG� _ \� -- INVERTLOCATION
T'il C 5' FIL 12" CMPI3 -s
INd CCESSIBLE - E P I - I _ o z r zg _ _ P T -l'7
N �p v ro#?L� Err- I F I
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<%(eAs�hE '; ��.�\ �6% - T 5 GTE G _i_ - E r L ^' _ _ P e,c
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�
/ STAN AIRD RI 3' AS� D CH 71111 IIJI
MBAV/PROTEE�CFION W/ SS R�iP / I -Yl - PC Sto. 14+1/.34
CLASS II RIP P CONTRACTOR TO
EST 15 TO / SLOP 1.25%FIELD VERIFY OTCB
EST 30 SY GFD /'t/EON$ / I INVERT AND TIE IN,
24.II SEE DET L 185HEET 2D EST 80 SY GFD / CLEAN OUT SYSTEM
SEE DETAIL 19AO€ET.2
PIV I B , / CLEANOUT XISJL366- RCP -v/ TF v
TOP=z a4' !( ' i L / o`, �
r
8 out/ 4.31 I I 15•IN= fi.44' ADD T RAP
W I ((�� >- i x / a / EST 15 T N$ O
AS EST 1`�r♦Vca I � � I i I � I ) J � � �/ / til 1 GFD -
5' OU 276.3
�� EST 30
_ 4
/ I
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WETLAND d
CONVERT CB r CLEANOUT Iq U�� I; �, - /- P ° Sto. R Cn `
1 ADD C S I I� TOP=
TO 1B W/MH I I '�"" � / 15 OUT 75' ' 'V
J I I I I .�$T TONS � I � I � �
1 �` I EST 30 SY GFD TOP 293.4r -
'WAFFLE R ISE IfVC �. 15• IN ze7..3
SITE 3B - IMPACT ZOOM -IN = 992.
(SCALE: 1" sot � I rt" 90 43 GRAPHIC SCALE
I I � • N/// � - � 3 OUT=2 14'
---
RDU CHDIC I I
m'0- v\� 50 25 0 50 100
PROPERTIES C J )� �m o -Y4A 0 Sto. 10+00.00 l v
oe �� ■NN■■
J I I 0 p/�
EIP EIP J J 4-402 15- PLANS
I I ` m� //moo /�/ \/ �\ ro� a� *PROPOSED TRAFFIC SIGNAL
9 0/.,i TOP= 0.80'
33. OUTz2840 -2• \\ \/
93
/l n TOP=290 71' \ v$• p 9 \ i-`'
TOP=289.30's• our=�e7.4r �-,p/ SEE SHTS. 15 & 16 FOR -L- PROFILE
FHp 339"1482.60' G, w A/
°Hk R•our=zaz.3o• � ��� � / �Va��� � �' y � !� SEE SHT.17 FOR -Y1- PROFILE
c- a s SEE SHT. 18 FOR -Y2- PROFILE
ORTH
ST
L
7Q79 go-
2 390 .3
82.701
rUL
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2 5 s39. 0
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280 9
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767989.5
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767861.70
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767856.49
2053962 5 81.07
2" 1.22
L POT Sto. 12+42.4 0. 1
Sto. 3
2053 2.
CHANNEL-IMPROVEMEN Fi 5
\
L11
76 55.96
CE2
767859. 7
HW2
767859 89
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-

PERMIT DRAWING
SHEET 7 OF 27
— —
2
3 O
O O
100-YR
DESIGN (25 W.S.EL. =
SFE UA CULVERT
0 200 150 0 50
OUANTITY ESTi AT
SCAL CLASS 'W RIPRAP 50 TONS
/" = 50'H EXCAVATION
l" _ /0' V CULVERT 204 t CY
CHANNEL 306 CY
EXISTING 3 @ 101xI0' RCBC
NORMAL TO .-L- 2
(2.1:1 AL
W,S,EL. = 294;1' 1 T
292,4'
EXTENS
50 1co
STA +505
GRADE GINT ELEV
SKEW 9' 50' 09"
3 @ /0' RCBC
1223 ]Ones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh, N.C. 27606
EN INEERING License No. F-0377 /-5700
Bus: 9198518077 RM1V SHEET NO.
Fax: [phone]
ROADWAY DESIGN HYDRAULICS
T—SPORTATION_NNING/DEIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CNI41S-DESIGN-GIS/GPS- CONSTRUCTION OEER 10N
Kimley�/,>*Horn
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OR
11510 200 2150
TOP OF BAN
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SKETCH SHOWING PAVEMENTI,STRUCTURE RELATIONSHIP
DENOTES MECHANIZED DENOTES IMPACTS IN
CLEARING SURFACE WATER
DENOTES TEMIORA-
IMPACTS IN SURFACE WATER. ..... .'sue �� j
w KNOWL.WMAMM
all
1,1110
kow
4
ft-,Lv. W�IIIIIII
19, ell
*-4
SITE 5A - IMPACT ZOOM -IN
(SCALE: V = 25)
SITE 5A
1.
Kimley))Hom
= > =on
GRAPHIC SCALE 11110 1 0

SKETCH SHOWING PAVEMENT\STRUCTURE RELATIONSHIP
LEGEND
PERMIT DRAWING
SHEET io OF 27
DENOTES MECHANIZED
CLEARING
®
DENOTES IMPACTS IN
SURFACE WATER
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
Y
SITE 5A - IMPACT ZOOM -IN
•�� � IIII� Illul
i
• IW
1
_ o
BEGIN JS < aAo�re JS
�/ ~ • IER
C EEK
I
X PROPOSED TRAFFIC SIGNAL
_x
SITE 46 -IMPACT ZOOM -IN iwLI a<RnE�1
(SCALE: T = 257 / \ SEE SHIS IS 8 16 FOR L PROFILE
SEE SHtt 20 THRU 23 FOR Y PROFILE
SEE SHi 24 FOR RPA- PROFILE
SEE
SHT 24 FO I PROFILE
SHT. SEE 2S FORPC R- PROFILE
,EE SHTS 26 1 2 FORRPD_PROFILE
SHT 2SEE SHT.2626 FOR RPBSPUR PROF LE
SEE SHT. 26 FOR RPCSPUR PROFILE
n. R z s V�vwn. ro T,, — PROFILE
Io�>Tr9 L�3� _'���� GRAPHIC SCALE
F ��SYYY 'j290crvzo ev. i R l�/ 140 �cuo er. mrt.
A � N PLANS
E

r
si DENOTES FILL IN
WETLAND
LEGEND PERMIT DRAWING
SHEET 12 OF 27
— —
DENOTES IMPACTS IN
® SURFACE WATER
SITE 6 REMOVED FROM 48 PLANS. SITE 7 REMOVED FROM 4B PLANS.
NOT IMPACTED BY PROPOSED WORK INCORPORATED INTO SITE 5C
1223 ]Ones Franklin Rd.
ETHERILL Raleigh, N.C.27606
EN INEERING License No. F-0377
Bus: 9198518077
Fax: [phone]
PROJECT REFERENCE NO.
SHEET NO.
/-5700
7
R•W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN
ENGINEER
ENGINEER
CI -/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
DENOTES MECHANIZED MECH
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
+00 00 SEEF
V3- TA' ?� F
SHT.14 __ Kimley�>>Horn
/ P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
W tLA4ND
TCH`1NE 81 CP CB TOE PROTECTION
F F CLASS 'B' RIP RAP
F BST 50 TONS
SPECS CUT DITCH I F EST�00 SY GFD DOCUMENT NOT CONSIDERED FINAL
SEE DETAIL 65HEET 2D-1 m v _ 1z SEP DETAIL 15,SHEET 2D-1 UNLESS ALL SIGNATURES COMPLETED
y �= F F / LATERAL BASE DITCH
0 01 i H / W/CLASS I RIP RAP
TOE PROTECTION REMOVE SYSTEM 7n ) EST 140 TON$ O
- 18" RCP- I 1 <
CLASS 'B' RIP RAP EST 195 SY GFD
1 \ CANVAS
EST,1 FS SEE7E DETAI 11 F F 8 SEE DETAIL IMHEET 2D-1
(� CANOPT SEEEST
D 55HEET 2D-1 EDITH U. WILS & 2D 1 O CB CB 1
T I 5 DEBORAH BAS F F SITE 8A
t I sF Bus s 0 m
REMOVE EL I T. _ IQ A I�I J 0 1 F - PT I to. 28-FSQ.61 �Q� 93 /O
I + 1 18" RCP- IV D1 1 ,4
I I II �)r� - - -/ 24" CSP W/ELBOWS
GRADE PAVE ENT I 1 I N N -- Q, 'I' n F
�* .. CLASS I RIP RAP
REMOVAL AR ',�TI1,''D 1 II I •( N FF.RT. coND .. : cN EST 7 TONS SH * * �N�O� PROPOSED 176 LF OF pyuu EXIST CURB INE TO I I j5' . EST 15 SY GF - e''
DRAIN TO I'S I I Iti I ',` BST 0 p05 GMP W/SCOUR HOLE - * * 1 @ 12' X 10' RCBC /
hI r f CLASSII RIP RAP ON BANK (BURIED 1 FT)
I I I l I I.I 9 CLASS II RIP RAP COUNTERSUNK IN STREAM BED i 'v
S S SUPPLEMENT WITH CLASS I RIP RAP AS NECESSARY 9A0 DEGREE SKE EMEN /re ez
v * D
x ( 1 )C TANSFRIP--RAt�-Bz e z 18" RCP- II ��/\
\ 1 I </ -L EST 70 SY GFD 00 I CB CLASS II RIP RAP .e ✓S .
\ ' CONVERT TO Dl ,tl \ 160 ,U, CB 1 - SEE S T 11 15 \
J�
�18 ISB'� SE Sift ITC / -5.8 TO BOT TO ✓—� \ ' 15
a x x -x x I x x 48—W/ ISBW
B m�.
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e
( 1 �36•C111P .. .. EST 80T B - 18" RCP-
*ate.. JS—SEE'DE7AT�ib��lEET4B-1,—r — , re US .. X ) "I I TOW"JIAIp�I �N.V 28J,g6, .. EXISTING!R/WJS�GRA E EXIST CURB NN ,{g�� BRIER CREEK-F/'- 155011T 30'7.98 4e R ON
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r Y
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n \PST= 15.59' �; I II 1 m TOP 92 / / az• / 4 \ �F F F \ F
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az
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o - _ 6403'1 -0'F ---------__
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EST SY GFD 6'OiP
-L - - POT }t t 0+00.00 0 1 - - �
1 G
W aF y -IT OFF. = 37' LT. SITE 7 �� + SAG `A \W'
cn L-y;r-1p0T Sta.
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m �CA � --111Vl (~ { STA. 590].54 \ 1. \
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y ` N SiA. 14+]O.dl
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CLASS RIP RAP COUNTEIj
CUMIN STREAM BED
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20 7
28 . 47
NI.
2055709.89
281 C
P 2055717.03
287.25C
HW1
5sY-PFD 98,63
2055716.67
289.99
CUL3
8 4.
2055628.39
280.17
CUL4
768812.81
2055642.94
280.12
CE2
768808.50
2055635.48
292.22
HW2
1 768808.72
1 2055636.33
294.64
ANNEL IMPROVEMENTS \\ 10
SS II RIP RAP
E DETAIL 2/SHEET 2D-1
RAL EIGH DURHAM AIRPORT AUTHORITY
Vt
/
GRAPHIC SCALE /
50 25 0 50 100 *PROPOSED TRAFFIC SIGNAL
PLANS SEE SHTS. 15 & 16 FOR -L- PROFILE
SEE SHTS. 18 & 19 FOR -Y3- PROFILE
SEE SHT. 17 FOR -NBL- PROFILE

r
LEGEND
PERMIT DRAWING
1223 ]Ones Franklin Rd.
PROJECT REFERENCE NO.
SHEET NO.
SHEET 13 OF 27
ETHERILL Raleigh, N.C. 27606
/-5700
7
- -
SITE 6 REMOVED FROM 4B PLANS.
SITE 7 REMOVED FROM 4B PLANS.
EN INEERING License No. F-0377
r�
DENOTES FILL IN
®
DENOTES IMPACTS IN
NOT IMPACTED BY PROPOSED WORK
INCORPORATED INTO SITE 5C
Bus: 9198518077
Fax: [phone]
R•W SHEET NO.
WETLAND
SURFACE WATER
ROADWAY DESIGN
HYDRAULICS
TMNSPORTATION_NNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEER
ENGINEER
Cn0L/SITE DESIGN - GIS/GPS- CONSTRUCTION OBSER 10N
DENOTES MECHANIZED
®
DENOTES TEMPORARY
CLEARING
IMPACTS IN SURFACE WATER
s��. 14 Nmle >>morn
+ p0 00 SEEF �I/ _*
TA• � . P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
Y3- F
MA�C�{LINE WELA�1D LAS ; �r
B1 CP- CB L" \ OE P� GTIO °✓ o /�
F F \ O
I F 50 O
SPECS CUT DITCH ( ��$ DOCUMENT NOT CONSIDERED FINAL
SEE DETAIL 65HEET 2D-1 m „ g SEP D 15/SHEET 2 / UNLESS ALL SIGNATURES COMPLETED
y F F / zD TE L DITCH J/
REMOVE SYSTEM 0 n w ' -''1 • • / ° /CLA S 1 P RAP
vo
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\ TOE PROTEC ON ?_ 1 - I EST 145 SY Po O
/ CLASS 'B' RI RAP ' - v
18 RCP I I < ° m
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VANOPY EST'? 8 FD HEFT 2D-1 I
SEE D HEET 2131 -- n CB CB 8
T 1 DEBORAH BAS a, v
I 1 I 5 s l 15 sm 1 F F`-
1 � Lo -o I F
REMOVE EXIST: - Q L �I o _ - o 1 PT to. .3 I
SIDEWALK / In I I I� ' ) � 18" RCP- IV r^ q
\ /
/ I I - '�' A 24" CSP W/E WS .SI 1 * �Nv �ti ��. ,,,.. �O//
I _ _ n
GRADE PAVEMENT pQ•
REMOVAL AREA AND FF- 39' RT. _ -{dY
CLASS I RIP RAP
EXIST CURB LINE TO A / 0 jS y EST 7 TONG n * * 9� OPO 176 LF OF
SY �^ B P S EXISTING 36" CMP W/SCOUR HOLE � sY' - * * 'i
DRAIN TO DI'S I y_._ p pet ' � @ 12' X 10' RCBC �, I
CLASS II RIP RAP ON BANK I o I 1 FT)
CLASS II RIP RAP COUNTERSUNK IN STR '"e _
y 9� DEG SKE
o. I II % SUPPLEMENT WITH CLASS I RIP RAP AS N-111 Yz Sr i s ,2 /
�' � zTAHS-EMSS-�I-RfP�AFr--vzz ezz �1�61
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X S� �/� 18" RCP III LASS II R RAP /
-` CONVERT to D� �( 16 / EST 70 SY GFD U CB 1 I/ --
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CB
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W/CLASS I RIP RAP
y
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I e SITE 5E s, \
I J EST 80 I 18" RCP- III _�
JC gs� S v- .v— - - -'vim' •� J5�-
GRADE EXIST CURB I I �RE30 9E J J'R CREEK vaz
AI
LINE TO DRAIN —�- —35 -
I r r I=3.,r— `F''LIF=s1r�6--ETF' v_ BEG jR SBM G �c9,r a, - END
- I I IA - - \ AT STA. 30+13-
OP-3I�--:5" I 1' IMPROVEMENTS \F �- -"—F C'.P F
\ _ -T( ��.�._. CHANNEL IMP - \
CB 15 RCP 1~V
SEE DETAIL 3/SHEET 2D-1 _ T �G L _ _ -
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RETAIN
D 8'E _ 0328- £$Y cp 8'1If _ 79` x
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15" RCP- IV m Z
03' 17.0" E - - --
2GI RAMP - K----
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7 _
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M C ET D 1 1�b
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e� NOT BURIED
EE DETAIL 25HE - - ESTCLA'B' RIP RAP 2
EST TONS " - W\1 `
// c
/ n A �r _ .�. EST SY �as
I (Z)
-L - - P T +t l 00.00 -
a \ F y p OFF. = 37' LT. SITE 7 �� — + SAG x ��
Ln ~ •II�� ~- .. + STA. 59+OT.54 (� O
T Sto. 58+25.5 <r
o *A
N ul
110
zo.aa� CT -
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CLASS IRIP RA ��L
v. eti
SS `I RIP RAP ON BANK EST IS TONS F\ /
EST 25 SY GF 28 '
LASS I RIP RAP COUNTERSUNK 11 1
0U� • C ANNEL IMPROVEMENTS /
IN STREAM BED(
_G E' EST 40 TONS CLASS TRAP RAP 57'1 7. 03 d 287. 25 SS II RIP RAP �°
p gr�
EST 55 SY GFD ` E DETAIL 25HEET 20.1 1� C
W1 557 6.6 289.9 : "P
SEE DETAIL 13/SHEET 2D-1 DURF{',1M AI T AU4C)",T /
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CUl 2055 39- 17
tiULv r 2085642�- 4 2&Orl� V �V
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68808. 055635. 8 •Z� �' I
W2 768808.7 2 5636.3 294.64 ��
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v
° - / 7 50 25 50 100 * PROPOSED TRAFFIC SIGNAL
o SEE SHTS. 15 & 16 - PROFILE
F R
SEE SHTS. 18 & 19 F�3- PROFILE
SEE SHT. 17 FOR - L-=P OFILE

SFE 5C CULVERT EXTENS�ON
DESIGN (50-YR) W
TOP OF B
RIP RAP
RSUNK /' IN
BED SUPPLEMENT
.ASS B RIP RAP
VOIDS

PERMIT DRAWING
SHEET 15 OF 27
SffE
2150
DE
200 0 100
PROPOSED CULVERT
50 50 100
1223 ]Ones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh, N.C. 27606 00
EN INEERING License No. F-0377
Bus: 9198518077 RM1V SHEET NO.
Fax: [phone]
ROADWAY DESIGN HYDRAULICS
—NSPORTATION —NNING/DEIGN - BRIDGE/STRU—RE DESIGN ENGINEER ENGINEER
CNI41S-DESIGN-GIS/GPS- CONSTRUCTION OEER 10N
Kimley�/,>*Horn
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1K 200 2150
3 0
J00
- QUANTITY EST-
SCALE CLASS '-I' RIPRAP 60 TONS
-" = 50' H
/11 _ /0' V
2
F
AV
OAR .S.EL. - 289,7'
A 29-f90 -YJ7
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EW = 90'
/2' X /0' RCBC l
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2
LL-
DE
-
_
--- -
-- -----
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------
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--
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-- .......
-----
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_
—
I

LEGEND PERMIT DRAWING 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
$HEFT 17 OF 27 / ETHERILL Raleigh, N.C.27606 /-5700 /0
— EN INEERING License No. F-0377
® DENOTES TEMPORARY ® DENOTES IMPACTS IN Bus: 9198518077 RAW SHEET NO.
IMPACTS IN SURFACE WATER SURFACE WATER \ Fax: [phone]
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SnT DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
KimleylMorn
©06 O 0 P.O. BOX 33068 RALEIGH, N.C. 27636-3068
is I `
SITE 9 -IMPACT
ZOOM-IN
(SCALE: 1" = 509
WETLAND I m I -- DOCUMENT NOT CONSIDERED FINAL
TIE PROP 18" PIPES -N '\ C
WC A� N UNLESS ALL SIGNATURES COMPLETED
INTO EXIST BLIND CIA J
CLASS 'B' RIP RAP r
1 m EST 3 TONS I I DO O
EST 10 SY GFD *�
ADJUST EXIST i GRAD REAM TO TIE INTO p
1 Im DITCH AS NEEDED Q' ¢ BOTH THE POSED AND p
TO ENSURE 18" DRAINS so.00 EXISTING PIPE NCE Op
\ EST 25 TONS CLASS P RAPLn
EST 45 SY GFD N
ti
SEE DETAIL 21SHEET 2D-1 (�
m I \ )= OAK RD 0BST
ETF FOR INLET GRADING DETAIL
SR 13/0 TRIP(
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TOE PROTECTION
- CLASS 'B' RIP RAP I \ �^, nJ��J
EST 11 TONS I q8' /
1=� / EST 25 SY GFD WOODS I R/M NON LIP a�21NCDOI
SEE DETAIL1SSHEET 2D-1 174 STAL HEADWALL
EIP 11' NO ACCE5S R/R NoN REMOVE EXIST CONC DITCHN 1i STD 838.01
EIP /ly NON ExISiMG R/ IN R/48' �/ ISBW R/ NON j' - - -AND m m z x----- -- - 8 C P W/EL WS WOODS / � 1 S BOUP TOSETA 52+00 Y {p __ _ _ __ __-----_---i1 FILL EXISTING TOCONCR TE DICH--_X -_- _ _ _ _ __ _ 1�_ >C CHLX - x LOW POINT\�\72' C C - - - - C 2DIB�a.OEPW 6?C ' E ETAIL 0 BG " 1--' \ Cep 1 �11., _12/U 7 -V VISOIOAOF S- - -i 5- ----_ REMOVE 1v SHET 20.1 '1
6 CONCF
I='�°- ,-F
W1 _ - =r�o= _ - -- :. _ - - - - - - _ � _ F � ro-� - - -
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---——————————————
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---� -- -
I
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4I
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GRAPHIC SCALE
50 25 0 50 100
PLANS
-------------
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sTTL
WOODS
CCP CONCOURSE LLC
RETAIN
0.625" WALL
CAT-1 -CR�
/_ I _
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INV=295. __ C
9 .29'
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AT STA. 53+00 -Y-
CLEAN OUT EXIST 18" J I o —
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1-4
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CLEAN OUT PIPE OUTLET
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EST 20 TONS
a o A EST 40 SY GFD /
OUT PIPE OUTLET
v ZZzzef -z�C
ADD LA `Ri /za�ZEST 2 TONS zO ARTNERS, LuC FD
INV=286.07'
SEE SHTS. 20 THRU 23 FOR -Y- PROFILE
SEE SHT.24 FOR -RPB- PROFILE
��T���„SEE SHT. 25 FOR -RPC- PROFILE„/SEE SHT. 25 FOR -RPC- PROFILE
'��'AY C RB TO=317.43' - F -
IS' 0 T=312.31' F
/ 6
INV=303.12' F P -F -
BEGINN SB SBG
AT STA. 48+45 -Y-
TIE TO EXISTING
nT0 R/

r LEGEND
PERMIT DRAWING
r
SHEET 18 OF 27
r� ®DENOTES TEMPORARY ® DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER SURFACE WATER
—
\
0
is
SITE 9 -IMPACTT ZOOM -IN
I I `
(SCALE: V = 501
I WETLAND
I m
n
\— 7
1223 ]ones Franklin Rd.
PROJECT REFERENCE NO.
SHEET NO.
ETHERILL Raleigh, N.C. 27606
EN INEER,NG License No. F-0377
/-5700
/0
RM1V SHEET NO.
Bus: 9198518077
Fax: [phone]
ROADWAY DESIGN
HYDRAULICS
TMNSPORTATION —NNING/DEIGN - BRIDGE/STRUCTURE DESIGN
ENGINEER
ENGINEER
CIVI41SITE DESIGN - GIS/GPS- CONSTRUCTION OEER 10N
Kimleyl)Horn
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
y�1 y
-
"' FOR TAIL�GF.)
HEET 2D 1 I SE
SEE DE INLD G SITE9IN I
- -
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/ SEE,TAIL 155HET 2D-1 z Esc NO ICCE S yl oN e. / S �,S +INSTAL HE
m I EiP i q / S DN / 0 Jv V T CONC DIT H 99 / m NC DO ST
,TF F ~ FTF FILL E%STNG� J`�.. C O ECONCR TE DUP T TA OTCHY
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50 25 0 50 100 �� � /wv=z°
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SEE SHTS. 20 THRU 23 FOR -Y- PROFILE
a ��a
SEE SHT.24 FOR -RPB- PROFILE
a� : SEE SHT. 25 FOR -RPC- PROFILE

r LEGEND PERMIT DRAWING 1223 loves Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
r SHEET 19 OF 27 ETHERILL Raleigh, N.C.27606 /-5700
EN INEERING License No. F-0377
o DENOTES MECHANIZED DENOTES IMPACTS IN / Bus: 91985187 RAW SHEET NO.
® Fax: [phone]
CLEARING SURFACE WATER
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CnOL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
®DENOTES TEMPORARY /
IMPACTS IN SURFACE WATER
Kim eylMorn
O � P.O. BOX 33068 RALEIGH, N.C. 27636-3068
�P
/ DOCUMENT NOT CONSIDERED FINAL
�j/ UNLESS ALL SIGNATURES COMPLETED
EIF'\
I
El
J B WILKINSON El
nRED BOYD WILKINSON '2 CO NT \ \
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p
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EX `� - 3.3REMOVE 12 LF OF 15" CMP
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X�\ Xrl'ONCRETE E%I nNc i \ - - Mo LIENr- E
X�X �� 15 jOI�EFN �EIrEkSEIAE�B 5131 PG 214-
v ONUMENT _ Ems- E \=T + �\m s
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CLASS RIP RAP SITE 10A
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a�
0
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4 /ALKIAL CENTER REALTY I:ORP.,
A NORTH CAROLINA CORPORATION
NORTH
E4CTER AN
ELEV.
CUL1
767044.51
205601fSERIA88
RREL281.95
CUL2
767037.12
2056 sW
281.84
CUL3
767036.93
2056444.04 CHANIftIMP16VE
CUL4
767029.98
2056451 .96
LAS'�91f 4p7W
CUL5
767029.70
2056452.41
Loa
CUL6
767022.98
2056460.44
281.49
CE1
767033.98
2056448.07
288.56
HW1
767037.33
2056443.94
290.60
CUL7
767276.77
2056476.84
280.43
CUL8
767270.06
2056484.74
280.57
CUL9
767269.75
2056485.22
283.09
CUL10
767263.06
2056493.12
280.45
ENTS /
H / GRAPHIC SCALE
2°-1 50 45 0 T�0 100
���
/ PLANS
/ SEE SHTS. 20 THRU 23 FOR -Y- PROFILE
SEE SHTS. 25 & 26 FOR -RPD- PROFILE

r LEGEND
DENOTES IMPACTS IN
SURFACE WATER
PERMIT DRAWING
SHEET 20 OF 27
— —
/
1223 ]Ones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
EN INEERING License No. F-0377
Bus: 919 851 8077
Fax: [phone]
PROJECT REFERENCE NO.
SHEET NO.
/-5700
r
o DENOTES MECHANIZED ®
CLEARING
RaN SHEET NO.
ROADWAY DESIGN
HYDRAULICS
TMNSPOI ION PL4NNING/DESIGN- BRIDGE/STRUCTURE DESIGN
ENGINEER
ENGINEER
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
/
CI /SITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVHTION
Kimle)nmorn
O � P.O. BOX 33068 RALEIGH, N.C. 27636-3068
�P
/ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EIP\
I
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El
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11 I
DRAINAGE BY OTHERS i R � 1 e RAINAGE BY®TI#Rl \m
DRAINAGE BY OTHERS
m n
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seems . �� + —
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— —
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EDB 5131 PG 21< '
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ENTER REALTY LORP..
AANORTH CCAROLINA CORPORATION
NORTH
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767044. 51
2056W59ER1488
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767037.12
205694PTBMF
281,
CUL3
767036.93
2056444.04
CHANNA IMPROVE
CLASS II RIP RAP W
EE Et AIN BEN
CAll 45HEET
CUL4
767029.98
2056451 .96
CUL5
767029. 70
2056452.41
CUL6
767022.98
2056460.44
281,
CE1
767033.98
2056448.07
288.56
HW1
767037.33
2056443.94
290.60
CUL7
767276.77
2056476.84
280.43
CUL8
767270.06
2056484.74
280.57
CUL9
767269.75
2056485.22
283.09
CUL10
767263.06
2056493.12
280.45
ENTS
H
2 D-1
2GFr= w
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21
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* EST 3 TONS CLASS 'B' RIP RAP
# * ** EST 10 SY GFD �. EST 2 TONS
X_X _ EST7 SY GFD
y� —X
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10.i4.5
\�\ �W ETLAN
ar,\a
2\
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/ GRAPHIC SCALE
/ 50 15 0 50 100
11111_1'
/ PLANS
/ SEE SHTS. 20 THRU 23 FOR -Y- PROFILE
SEE SHTS. 25 & 26 FOR -RPD- PROFILE

S�TE �OA CULVERT EXTENSON
2 0 20.0 510 ICO 50
QUANTITY ESTIMAT
SCALE ASS '11' RIPRAP 90 TONS
I" = 50' H CAVATION
O l /O V CULVERT 16 CY
NNEL 50 CY
EXISTING
EXISTING 3 @ 9'x8' RC C -
5
0 190 200
L STA 86f76 -Y-
GRADE POINT ELEV =
SKEW =k460' 10' 0p'
PROPOSED 1-5506 EXTENSION
BY OTHERS--
300
100-Y
50-YR W.S.
TOP OF
Now

LEGEND
PERMIT DRAWING
1223 Jones Franklin Rd. PROJECT REFERENCE NO.
SHEEP NO.
SHEET 23 OF 27
— —
ETHERILL Raleigh, N.C.27606 /-5700
EN INEERING License No. F-0377
/2
DENOTES TEMPORARY DENOTES IMPACTS IN
® ®
Bus: 9198518077 RAW SHEET NO.
Fax: [phone]
IMPACTS
IN SURFACE WATER SURFACE
WATER
ROADWAY DESIGN
HYDRAULICS
TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER
ENGINEER
® DENOTES EXCAVATION
CINUSITE DEIGN - GIS/GPs- CONSTRUCTION OBSERVATION
KimlepMorn
P.O. BOX 33068 RALEIGH, N.C. 2763E-3068
O5�� ev
�
t
DOCUMENT NOT CONSIDERED FINAL
-DUNLESS ALL SIGNATURES COMPLETED
M
p0
11
m
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AUTH^" /
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gy `,o INSTALL HEADWALL
BM2 ELEVATIOL.
N 766801 E 20-
D NCDOT STD 838.27
/ AND TIE PROPOSED HW
RALEIGH-DURHAM
AIRPORT AUTHORITY
T,�TP BL STATION 32.66.00 16 LEFT
TO EXISTING HW BY OTHERS
SITE IIA
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�rpc. F� NAIL W/TRG
SEE DETAIL 26/SHEET 2D-1
FOR INLET GRADING DETAIL
pl
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GRADE STREAM TO TIE INTO -r-
BOTH THE PROPOSED AND m� DRAINAGE BY OTHERS 86�45.5�
EXISTING PIPE ENTRANCE I-5506 SITES
ITLTr
p
NU ENT
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DRAINAGE BY OTHERS ��
AIONUTAENT
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DRAINAGE BY OTHERS
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W Co NC DITCH INV=307.84'
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_ 2GI _ - _ L - - - - - - TB JB - - -
MTL_LMTI-t P t r_ `''r- -- V 312�L/iDANK
NOT BURIED0
P6.-E
LU
---------------
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WEST BOUND VAR. WIDTH
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N--------------- - --��—
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RETAIN
--- --
D DI IN
---------------------_ --
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INV=304.54'
INV=31I.87' Z
2
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----
---------
I-40 EAST BWND VAR. WIDTH BST
-----
/ w
—— — — — — — — — — — — — — — — — -- —
----------
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—
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--------
---- DM K MORE FREEWAY 6a BST --------------
— _------- -----------------
I
Z
-2 - -
- - - - - - - - - - -
yTi� 18" RCP -IV-
- - - - - -
-
- - -
--_
CONVERT TO
T— CH
GBOLTED INV=31 �=
MOVE
.. .. .. .. JBW/MH COVER
gEI
F
~
JB W/MH
H
Li � INV=F�WR
_
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F
4
- ".
._.._2GI 1/22GGI-1
m F
� C - � _ SEE DETAIL 12
"�
U
�
Q
_ _ _ _ _ _ _ _ _ _ _ COVER
F
_ � h _ _ _ _ _ _ _ _ _ _ _ _
F F
_ _ F
F
F p
ET
bT _ C - _ SHEET 2D-1
18 FS SEE DETAIL 12 C - _
F F F28d2
CLASS 'B' RIP RAP
F F
, _ _ _ _ - _ -
SHEEP 2D-1 C - - - - - - -
C C C
EST 3 TONS
EST 10 SY GFD
REMOVE FES AND 4' LF OF EXIST 15" RCP
AND INSTALL 24' LF OF 15" RCP
COLAR BEGIN SBG
L&
\
—Irv_ _�^
v v
�'
ND $TA.101+70!
WK /
\
�,
, E
CLASS O RIP RAP
EST 2 TONS
EXISTING R/W
M
BLIND JB W/SIAB LID
E I
�E5XT
C CRE1L CSP SOUTHERN BELL EASEMENT IBN i994 PL 191i E
E MO MENT - E 6
SJ
` EST 7 SY GFD / — — — — X
/ X
/ rD-r�X
REMOVE 4' LF OF /
EXIST 51" X 57" CMP /
AND INSTALL 18' LF OF / Y
X &
1
,
SG I TOE PROTECTION
�� J CLASS 'B' RIP RAP
EST 35 TONS
+
�. �.J X
60" RCP -III /
RIP RAP
EST 75 SY GFD
REMOVE 8' OF EXIST 18" RCP
'J' 'Y
SITE 11
WG �}'
ESTCLASS O
EST 5 TONS
EST 17 SY GFD SEE DETAIL 15/SHEET 2D-1
8•
/
a�
AND INSTALL 24' LF OF 18' RCP
THE C0
SITE 11 - IMPACT ZOOM -IN J >).
LATERAL 'V' DITCH WAKE GATEWAY, LLC
CLASS 'B' RIP RAP
OF WA
(SCALE: 1" = 5O')
W/CLASS I RIP RAP
EST 3 TONS
EST 45 TONS
EST 10 SY GFD
.
EST 60 SY GFD
'
N
SEE DETAIL 8/SHEET 20.1
\ E(E F%F
1,
�
IET
REPAIR EXISTING OUTLET
CLASS II RIP RAP ON BANK
CLASS II RIP RAP COUNTERSUNK IN STREAM BED
-27
1
SUPPLEMENT WITH CLASS IRIP RAP AS NECESSARY
EST 80 TONS CLASS II RIP RAP
EST 115 SY GFD
N
a
SEE DETAIL 22,SHEET 2D-1
GRAPHIC SCALE
\ 50 25 0 50 100
PLANS
SEE SHTS. 20 THRU 23 FOR
-Y- PROFILE

LEGEND
PERMIT DRAWING
SHEET 24 OF 27
1223 ]Ones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh, N.C. 27606 /-5700 /2
DENOTES TEMPORARY DENOTES IMPACTS
® IMPACTS IN SURFACE WATER ® SURFACE WATER
— —
IN
EN INEERI NG License No. F-0377
Bus: 9198518077 RAW SHEET NO.
Fax: [phone]
ROADWAY DESIGN
HYDRAULICS
TMNSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER
Cn0L/SRE DESIGN - GIS/GPS- CONSTRUCTION OB.sER-10N
ENGINEER
® DENOTES EXCAVATION
Kimley�>)Horn
X
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
\\
1)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
IJONuMENr
SITE 11A and 12 - IMPACT ZOOM -IN
(SCALE: 1" = 509
.... .. ... ....... ........
BM2 FI FV4T LCM 32
O
I
` ' SITE LO
_ � � INSTALL HEADWTYLL
NCDOT STD 836.27 '
/
RALEIGH-DURHAM
AIRPORT AUTHORITY /
pl PG
_
N 766801
F NO I LT WITH
\q ....„..i \ \ i / l /
I
�TE 7
T LL
GRADE STREAM TO TIE INTO
BOTH THE PROPOSED AND
EXISTING PIPE ENTRANCE
A AND TIE PROPOSED, HW
\
A / TO EXISTING HW Y OT RS \ I I \
SEE DETAIL 2NSHEET 2D-1 / J
FOR INLET GRADING DET L /
r ✓ J
DRA' AGE BY OTHE 6�95.
m� I 06 SITEJ 8
R
� m
\3
J. I
=
�
Nu N111k1111
DRAINA E BY OTHERS
`s
X0
DRAT GE BY OTHERS =
�
O GE B%OT �
o
w
ITI
DII
W - z°�_ -- - ?'
qV i3—
_ °rc _ �—
—_ Tc—� �_�
_-
�GF
r==' — _—._ TB JB - - — —
W
W
- ------ ------
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�� ------- �—
/ -
-- _-AFL
-
60" WELDE— (NOT BURIED_ ------ _------- -- —
K E55
OTI(ENCFWESS
O
�_
—-------- ------ -- —
8'E4_
Q ---------- '\ --_-- l ST M 1 VAR. *IOTH BST ----
///� ��
-------'�"�_ —_TOP=309.61-- ----- ------
---
lKHI
------ ----- -- ---
RETAIN _ _ _
--
\-----
_--_
�_------
RETAIN TOP
TOP= .34_--
10
M "_----- -----
--� ----
'__----- ----y
----�_-- ----_ —_ -
_
- — - -
--_ DI — -IN
Q
_ INV=304,54'
Z
'
NI-40
EAST D VAR. WIDTH BST
—
-- -----
_
------
_
_BAV K PbOf E FREE}y_Y W BST
LU
Z
_ _-
-- -
-
—
—_ --- T
—
- -- -- - - ---- _ --- ----
_ --
-- _
RT EXIST GITO
REMOVE F 1 BOWVEMLI COV 2
2GI _
i
H a z
=
COVE
-- - _--OOVER-2bd2
�_. F.__ — F F ��' II
CLASS 'B' RIP RAP -----______ _-
�NNV=
FfE`-OVER ' _-
�� _ _ _ _ _ _ F F
F F _� '0 -_ � I '1
..... __
�E
18 SH��T 2U=1 IL
FS SE T 2
S 1 _
_ -----EST .3 TONS
10 SY GFD �-_
- 6
— _ _ _ _--_
\
REMOVE�FES AND 4' LF EXIST1/EST
-_ AND INLL 24' LF OF 75" 'ea vas
vY _ i'...�2 ¢s —�
'
- -
\
C� C C
COLLAR & BEGIN S�-
EXTEND STA. 101 1 70 -Y- (RT)
15" CSP OUTxERE HECC-ELSEAIENT IB,N 999 19
I/
------- �- / ._
-------
_CLASS 'B' RIP RAP -_ _-_ I IS
BLIND A W/SLAB LID o
,
EST 2 TONS ------
si
EST 7 SY GFD / - - \ / T9 �\
\ REMOVE 4' LF OF /
&,
EXIST 51" X 57" CMP / \ \
�, AND INSTALL 18' LF OF / '1- A"
SG
E�'
TOE PROTECTION
CLASS 'B' RIP RAP
EST 35 TONS
'B'
,y,
'J' 1'�.J \ 60" RCP -III /
CLASS RIP RAP
EST 75 SY GFD
REMOVE 8' OF EXIST 18" RCP 'J'
\
8• '1 SITE 11 WG 'F /
e� /
EST 5 TONS
EST 17 SY GFD SEE DETAIL 15rSHEET 2D-1
AND INSTALL 24' LF OF 18" RCP
THE COUNTY SITE 11 -IMPACT ZOOM -IN J .>y N'
LATERAL 'V' DITCH WAKE GATEWAY, LLC
CLASS 'B' RIP RAP
OF FAKE (SCALE: 1" = 50')W/CLASS
I RIP RAP
EST 45 To
EST 3 TONS
EST 10 SY GFD
-
0
EST 60 SY GFD
SEE DETAIL &SHEET 2D-1
r
� \ yi
cb
E IET
REPAIR EXISTING OUTLET
CLASS 11 RIP RAP ON BANK
CLASS II RIP RAP COUNTERSUNK IN STREAM BED
SUPPLEMENT WITH CLASS I RIP RAP AS NECESSARY
— —
EST 80 TONS CLASS 11 RIP RAP
_
a
\
EST 115 SY GFD
SEE DETAIL 221SHEET 2D-1
GRAPHIC SCALE
50 25 0 50 100
PLANS
SEE SHTS. 20 THRU 23 FOR
-Y- PROFILE

r LEGEND PERMIT DRAWING 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEEP NO.
r SHEET 25 OF 27 ETHERILL Raleigh, N.C.27606 /-5700 /�{
— EN INEERING License No. F-0377
o DENOTES MECHANIZED DENOTES FILL IN Bus: 9198518077 RAW SHEET NO.
CLEARING WETLAND Fax: [phone]
ROADWAY DESIGN HYDRAULICS
\ TRANSPORTATION PLANNING/DES[GN- BRIDGE/STRUCURE DESIGN ENGINEER ENGINEER
\ C­/SITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION
p N\ Kimley�,*-Horn
e
APO WETLAND \� \ P.O. BOX 33068 RALEIGH, N.C. 27636-3068
a TOE PROTECTION �.
\O �� CLASS 'B' RIP RAP \ \ W H
�J RALEIGH DURHAM INTERNATIONAL EST 50 TONS m DOCUMENT NOT CONSIDERED FINAL
Q p \ EST 200 SY GFD \ UNLESS ALL SIGNATURES COMPLETED
SEE DETAIL 155HEET 20.1 \\
EDWARD S. JR. FINLEY & 1
VIRGINIA D. FINLEY
SITE 8B
+ \ SS RA�PPS RAP �,..
s \ •�, g E TOTJ
E E 30 GFD
/ E PDE
=357F
T F
�5' UT=351.T0' FS SEE DETAIL 12
SHEET 2D-1 F
'WOODS �p0 _ _ _ Q F F F W
\
\ \ \\ \\\ \ \ \ C F 18" RCP- IV CAT 7 F W
\ \ \ FS SEE DETAIL 12 C
SHEET 2D-1 E C GI O
\c E _ _� ---c ---� ---� -- --E -- c E� -- - E� c C?
\ \ O
\ \ \rY<o
CB fV
\ \ �� Y2 rS•p� \ CB 36" RCP- III NOT BURIED \
15" RCP- IV ( )
18" RCP- III
24" CSP
W/ELBOW yy
CB
C. WOODS
\e-�--C PEDF
BLIND
_ W �M=Z
ZOOM -IN
(SCALE:
18"RCP- IV-- f C3611RCP-III �, CREST SPECIAL C DITCH \ \ \ .o \� .. \ \ 2GI TOE PROTECTI - PDE J
4 �sxa, SEE D L 65HEET 2D-1 \ \ \ \ \ IFS SEE DETAIL 1 C CLASS 'B' RIP RAP CLASS 'B' RIP P E
s9oT 4\ <\ \ \ \\ \ \r <o EET 2D-1 EST 3 TONS EST 3 TO
S
\ < 1 CP- IV _ U EST 10 SY GFD EST 38 S GFD /
F _
SPEC idV' DITCH \ l 1 18" RCP- IV SEE D IL 15/SHEET 20.1/
TOP=352.03' \ \ \ s \ SEE 6ETAI -2D-1 1 A / TOE PROTECTION
SPECIAL LATE 'V' DITCH
I2• IN=346.98' DISPECIAL LATERAL'V' U ,� 118" RCP- IV SEE DETAIL SHEET 2D-1 + EST 15 TONS
1CLASS 'B' RIP RA
2' OUT=346.9 \ 'yT \ \ \ \ r \ \�\ EST 18 TONSF 'B' RIP RA - /
13 a' 18" RCP- IV EST 30 SY GFD
EST 40 SYi.GFD f
\•HOpF \ \ \ \\� SEE DETAIL 15
aSEE DETAIL"27/SHEET 2D-
SPECIAL LATERAL'V' \ I( SHEET
\ \ / EE DETAIL 5'B' RIP RAP y�
ti O RALEIGH DURHAM \ \ \ ra CLASS 'B' RIP RAC a,. ( -{-'S`� -I-� INSTALL HEADWALL
O OP=3sz.o99' INTERNATIONAL S 3 TONS �F CB EDITH U. WILSON & NCDOT STD 838.0
DI
INTOI-148'-NN \ 10 Y GFD '�-o� \ PCP , P E € U-AJffA%S'V'DITCH
TOP-3355I ggI' CARP HOTELS LLB GRADE PAVEMEN \. zcy I 3 'F
12 IN=346`.37' �- W/CLASS I RIP RAP
OUT=346.25 REMOVAL AREA 00 \ � \ U � C EST 30 TONS
TO DRAIN. MAINTAIN \ \ F EST 40 SY GFD
EXISTING DRAINAGE \ CB - SEE DETAIL 9/SHEET 2D-1
�,\ \ \ \ 15" RCP- IV
PATTERNS
E
\\ +6/_� \ y CLASS O RIP RAP
�E l TOP=350.94' \ \ \ A I I 7� �^ ` m h EST 3 TONS
TOP=350.95' 12' OUT=346.94'
/ \ ry' EST 10 SY GFD
12'IN=345.46' (< \ T=342.641v,q�
12' OUUT=345.39' \\ D \�1
IB' OU 39.4I'
18" CSP O
\ �� W/ELBOWS
/ \ 9 ^\2q.CQ0 \� p \•\\/ � � RETAIN DI S\ \ � Top.
GRADE EXIST SWALE TOX11 CB
D N / �• \ \y�Qta 3 r6 \��\
//0
< TOP= 4 76' o„
3 g
M / GODS \ G\ \
W ' 12'OUT=373.73'�1" x /}
_P Q0 T�p 348 75' 18 RCP- IV 4I D�
N ,+ ^C 12'iN43.50' pJ moo/ GATE'1AY© 30"RCP III\
S /CAROLI A HOTELS / r q'
RESORTS LLC / l 8� .,hm �� HOSPITALITY LLC tiq
`�\ � a /� � •HoeE � � �/�� \ W � Fey- / -- E� �p� \\ s\\�L<Q . �a
a 4 46'\W�6• - � �� 30" RCP- III
&o �/ \ \i\ \ ion / CB 5 \�S \ \\\ \\ \r
�o INV=343.80 c,p Cy / - h o 4 4t L \ /S
�,� / y ( % �n'4 Cy p2 / �\�\l, p {� aQ i/ C VERT CB
s saq•1y� \ Sc,�P a — `v' ``ADJUST CB/ TO J /MH
,a •✓o kgvgy� \ /��g II ; Z {/, j G/ TO RtQTECiIOr \ \
e,CBPI-346.80' JqC "f'pdioy � v 11yOyP 8R3I53 I I 5j/P-N 334I.20' �� \1 /// / `v' �OQ� � ES $2 ON
dy'f MUD/ ATER/ %%
6.1 333.50- f y, � II W DE I /15'OUT-341.18'//y j2jj/ �. ���� // `.�T25SYGFD \\ GRAPHIC SCALE
6' 333.51'- ,O
8' 0 7=332.7 ss GtF � m I L , I I J I POOL 1 _ . °$ • / DETAIL 155HEET DN 1 c\ \
M} e __� so zs o so 100
\ Iz• o 41.71'\\,, E) �2 TOP=342.70' I I p Q \ l��Qp 30 / �/ y / c, �s•
12'OIJT=gg9.45, .i j0 9 4.G� / 'n'ro
OC 2•\ a g -I 12'Iry=339.6TI 129'C&Cj q4 ATE. p°/ P1 / / / / / �' GRADE PAVEMENT ''+ PANS
CATER STORAGE I ( \ CONVERT to DI
REMOVAL AREA AND '•�
\\ \ I' -� 10 OUS` 3396•I'E'- / / / / / I EXIST CURB LINE TO
TOp-344.-03' \\� \B• SOeg 06 \/� oeo \
IS• UT-33 pp6' '� / / / I DRAIN TO DI'S
\ s> 15' OUT=339195'
\ � 301 � \ IS/R P oR��r 4�4 C \\��1'` 15.�OP - /B �2A�J �� / 1 a e� / / � 7 \°\
\�`�E<' p Q III L_24'c&In�0.El<J1N} RETq/N�Cp / o ti / /// REMovE EwsT. SEE SHTS.18 & 19 FOR -Y3- PROFILE
s a e I ,\ 'SIDEWALK \ \ SEE SHT. 19 FOR -Y8- PROFILE
JSjHkCrUAF 4 - r _ ' :�^°• ' -\

LEGEND
DENOTES MECHANIZED DENOTES FILL IN
CLEARING WETLAND
ss\\ r
5 -35TT-3351..1
\ \\ C
1VOOD5 �p0
\ k\ \
\tee
C \�
� C
CyFy7 SPEC C DITCH
ST4 g 3, SEE D &SHEET 2 -1
Sy DT Q
W
TOP 352.. \
12''U'T=.98'
12'OUT=3469
13
\2 NOpF
� DI
TOPa352.0
TOP=35I r CARY HOTEIM9e8
12' IN 346`.37'
OUT=346.25
/ 'kg - v2-
/ E l\
IJII \ TOP=350.95'
12?• 3395 3T
ROLINA 3O HO
SO
RERTS LL(
C BIN 3325 f
6IIy 333.50-
pEE A '�
6' IN-333.51' 6
B' 0 T=332.7 �9f QrM'
\ 12'
v. 'Opo P•\ p n 2
\ 5 S
\ 33ii
PERMIT DRAWING 1223 ]Ones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
SHEET 26 OF 27 ETHERILL Raleigh, N.C. 27606 /-5700 /�{
EN INEERING License No. F-0377
Bus: 9198518077 RW SHEET NO.
Fax: [phone]
ROADWAY DESIGN HYDRAULICS
\ TRMISPORTATION —NNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
\ Cn0L,ISITE DESIGN - GIS/GPS- CONSTRUCTION OBSER 10N
Kimley'-ft n
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
E PR
CO CTI �\ Cr
R �WH�
LA S 'H' R \ \
EST 5 TONS V, DOCUMENT NOT CONSIDERED FINAL
AL GH D H M A AL n�c EST .200 Y GF V A UNLESS ALL SIGNATURES COMPLETED
116EE 'DETA 15SH T 2 1�
I,
( / •b'/ �, SS IR RAPv
E TS
\ E T 30 f-1,
e � � � ��� F PDE F * 1►
FS EE TA l2
� a $FEET 2D� F F F
/\ W
� �' F W
V E - 18" RCP- IV CAT T
o9e S SEE DETAIL O
E \ , SHEET 20.1 - G 0
E _ i
36' RCP-/
B
1—
-
BURIED) � V
1H'RCP-III —
CSP I
' re C
W/@.HOW
�a
or
SITE 88 -IMPACT ZOOM -IN
W ALE: 7" - SC - 50' RCP- V � i
ePT P 36' RCP"III
TOE PROTECTPOE
C CLASS '8' RI m RAb I Q S 'e' RI AP E
0
1
\ ("V D C EET , U
I \ 1 18^ T 3 TONS ' I`:S 17 TO
\ -SEE 6EAI 55HE 2 1 ES
1�1 CP- IV EST 10 9Y FD E T 38 5 GF � "•
SPECIAL V RCP IV E DE IL 1 HEE T2D 1 +� E" SQ
\ \� DI TOE 'PROTECTION
ET 2D 1 SPECIA LATE 'V' DITC
\ t4
CC 1 "RCP IV - CLASS 'B' RIP RA
\ EST40LSLYP.T RA V' DITCH U `� SEED AIL HEE 2D -
< o
EST-'18, TONS 'B' RIP RAP I T 15 TONS
v 18" RCP- IV ^'� �/ �' ` ESOP-30,/SY GFD
DETAIL 2N3HEET 2L -' ; I o � zc SEEDETAIL _
s<e� v<E SPE ERAL�' FP � I _ y� SHE`E-T=P2�___
12 EE Hi ET 1
RALEIGH DURHAM v Tp C S5 -B =4kIP �o O � I TALL HE WALL
ONAL v s TONS v I Ca - ��EDI HT l)v ILSON'S�- Nc �a D s3'a:0
-GRA__
'DE-PAVEWN 0 Y GFD . v, i I P E _ �R S V' DITCH�
W` CLASS I R .RAP
REMOVAL AREA \ �'' ESt�O TONS
TO DRAIN. MAINTAIN
\ UI - EST 40-S)� GFD \
'------EXISTI GNAGE \ - SSE(: SHEE 1
��DRAI- - 15" RCP- IV CI3 DETAIL
\\\
9y. PATTERNS \ •� �.._.
CLA 'B' RIP RAP \
A I I ` �� EST 3 TANS
�� T 10 SY-GFD.
y �
M/ v4p LB
4Y \\\ �, / \ 0
DI RETAIN _ `•�•�,�`L8\ \
SWALE TO Y/^ y�S4;3-
\ CB
CY!
,TO 76'
= 4 .H6' \ MOODS / / } // •�aL' \ \ \ OUT=373.73'
AT
18" RCP-
�Ipp��3348.75' Jy I
IN'843.50' 0 / /
UTyT43.55' GA E{YAY �" CB
CB �/ O
,AAA%-� � '/ coNVERTce �coNv�RT\3e �' v \ �V�o
C TO 1B W/M. C O
• J U/ .i/ TOE PRfitECTION \� \
CLASS B
I T.
/ !t EST TONS
' /15 o�T3sd 2e S FD v v GRAPHIC SCALE
I' 1 /J �% •`p1 i /� /T IL 155HEET \ \ /
r
so zs o 50 100
6I24 q .i'OVP �' s•' q Cam"/ / �� '� GRADE PAVEMENT - V� PLANS
q4. 5-( n 4 CONVERT to DI
REMOVAI�AREA AND '�•a;., - �L ��
46'vEXIST -CURB UN@ TO
N 344
v Z
DRAM Ta -151'
O l �
7 � \ _
�_2a'c I �� j Q / A REMove ExisT. ��, SEE SHTS. 18 & 19 FOR -Y3- PROFILE
SEE SHT. 19 FOR -Y8- PROFILE

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(Fromfro)
Structure
Size/Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
17+44/17+62 -L- (RT)
Scour Hole Stabilization
< 0.01
< 0.01
20
15
2A
29+10/29+46 -L- (LT)
Channel Improvements
< 0.01
< 0.01
26
12
2B
33+00/33+30 -L- (LT)
Bank Stabilization
< 0.01
< 0.01
40
10
3A
33+30/33+51 -L- (LT)
3 @ 10'X10' RCBC Extension
0.03
53
33+30/33+51 -L- (LT)
Bank Stabilization
0.02
< 0.01
45
15
3B
33+61/33+85 -L- (RT)
Excavation
< 0.01
33+24/33+38 -L- (RT)
Bank Stabilization
< 0.01
< 0.01
15
33
4
14+02/14+36 -RPB- (RT)
Fill Slope
< 0.01
4A
REMOVED AFTER 4B MEETING
4B
14+52/14+80 -RPD- (LT)
Bank Stabilization
< 0.01
< 0.01
23
20
5A
75+05/75+30 -Y- (LT)
Bank Stabilization
< 0.01
< 0.01
10
20
5B
REMOVED DUE TO DESIGN CHANGE
5C
51+50/52+59 -L- (RT)
3 @ 12'X12' RCBC Extension
0.02
37
51+50/52+59 -L- (RT)
Channel Improvements
0.02
32
51+50/52+59 -L- (RT)
Bank Stabilization
0.04
0.03
86
1 53
5D
54+50/54+75 -Y- (LT)
Scour Hole Stabilization
< 0.01
< 0.01
14
38
5E
29+90 -Y3- (CL)
Proposed 12'X10' RCBC
0.07
176
29+90 -Y3- (CL)
Bank Stabilization
0.03
< 0.01
73
20
6
51+47/51+67 -L- (RT)
Channel Improvements
< 0.01
< 0.01
10
10
7
52+38/52+76 -L- (RT)
Channel Improvements
< 0.01
< 0.01
20
24
8A
29+75/28+90 -Y3- (CL)
Channel Fill
0.01
121
8B
26+22/28+96 -Y3- (LT)
Fill Slope
0.30
0.07
26+25 -Y3- (CL)
Rip Rap Pad
< 0.01
9
53+20/53+34 -Y- (LT)
Bank Stabilization
< 0.01
< 0.01
45
17
10A
87+20/88+15 -Y- (RT)
3 @ 9'X8' RCBC Extension
< 0.01
7
87+20/88+15 -Y- (RT)
Channel Improvements
0.03
0.01
50
17
10B
88+00/88+74 -Y- (RT)
3 @ 9'X8' RCBC Extension
0.03
10C
86+82/87+00 -Y- (RT)
3 @ 9'X8' RCBC Extension
< 0.01
11
95+48/99+77 -Y- (RT)
60" RCP Extension
< 0.01
17
95+48/99+77 -Y- (RT)
Scour Hole Stabilization
< 0.01
< 0.01
28
23
11A
101+00/101+15-Y-(LT)
Bank Stabilization
<0.01
<0.01
28
10
12
101+15/101+57 -Y- (LT)
Diversion Channel
< 0.01
40
TOTALS*:
0.30
1 0.00
1 0.01
f 0.11
1 0.00
1 0.33
1 0.10
1 976
1 377
0
*Rounded totals are sum of actual impacts
NOTES:
1-5506 Permit Sites have already been permitted and do not contribute to the total wetland and stream impacts for 1-5700.
1-5506 Permit Site 5A (48" CMP) 1-5506 Permit Site 5B (Bank Stabilization)
Permanent SW Impacts: <0.01 ac. Temporary SW Impacts: <0.01 ac.
Channel Impacts Permanent: 25 FT Channel Impacts Temporary: 26 FT
gim