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

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O
See Sheet 1A For Index of Sheets
See Sheet 1B For ConventlonGI Plan Sheet Symbols
See Sheet 1 C- 1 !- or Survey Control Sbeet
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VICINITY MAP
PERMIT DRAWING
SHEET 1 OF 11
STATE( OF NORTH �CAROLINA
DIVISION OF 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 ;
BEGIN CONSTRUCTION /�
-Y- STA. 25+32.85 SITE 9
END BI
-L- STA
TO DURHAM
\
SITE 5E
SITE 8A
-Y3- SR 1]89
BEGIN CONST.
Az" STA, 15+18.75
H
3gNT G
3— RG1,
�MM
CCIaIN DKILJ at ---
-L- STA42+68+/-
SITE 3C -Y2- BEGIN CONST
STA. to+O5.00
SITE 3A FASi�
\\ SITE 2B 4
\ SITE 2A
-Y5- BEGIN CONST. \
STA, 10+70.00
(SR 1641 SLATER RD.)
I
SO
cy�cHa�QG e
/ III
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.
Fe
BUFFER
PERMIT PACKAGE
MAY 21 2019
END CONSTRUCTION
l SITE 5C -Y- STA. 113+06.23
GE
LNDTARI D6+04+/- SITE 11A
SITE 5A
6 SITE 5
11 12
-Y- (1 0)
SIT 4B
BEGIN BRIDGE SITE l0A SITE 11
-L- STA 43+03+/-
-Yl END CONST.
'A STA. 14+NTER
< (AERIAL CENTER DR.)
SITE 3B
BEGIN TIP PROJECT 1-5700
fE 1B STA. 18 + 85.00 -L
T IA
TOE
QT`ATE
CCIaIN DKILJ at ---
-L- STA42+68+/-
SITE 3C -Y2- BEGIN CONST
STA. to+O5.00
SITE 3A FASi�
\\ SITE 2B 4
\ SITE 2A
-Y5- BEGIN CONST. \
STA, 10+70.00
(SR 1641 SLATER RD.)
I
SO
cy�cHa�QG e
/ III
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.
Fe
BUFFER
PERMIT PACKAGE
MAY 21 2019
END CONSTRUCTION
l SITE 5C -Y- STA. 113+06.23
GE
LNDTARI D6+04+/- SITE 11A
SITE 5A
6 SITE 5
11 12
-Y- (1 0)
SIT 4B
BEGIN BRIDGE SITE l0A SITE 11
-L- STA 43+03+/-
-Yl END CONST.
'A STA. 14+NTER
< (AERIAL CENTER DR.)
SITE 3B
BEGIN TIP PROJECT 1-5700
fE 1B STA. 18 + 85.00 -L
T IA
TOE
QT`ATE
STATE PRMwr wwER-wo Na
S E
1-5700
*,ATE Plan—
R—Iau.`—
DExWIPTIan
50118.1.FS1
NHPP-040-1(259)286
PE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
* PROPOSED SIGNALS
I�
P"LIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLAN$
DO NOT USE FOR R/W ACQUISITION
DESIGN DATA11 11 Prepared for the North Carolina Department HYDRAULICS ENGINEER 1
GRAPHIC SCALES PROJECT LENGTH W/ of Transportation in the office of..
ADT 2019 = 33,660 � I ET"FRILL °
ENGINEERING 1150 21� 0 50 100 ADT 2040 = 46,500 ®� ®���
L■ _ _J D LENGTH ROADWAY TIP PROJECT I-5700 = 0.741 MILES `° "a'a°'�
■ I K = 9 /D 2018 STANDARD SPECIFICATIONS
PLANS Q LENGTH STRUCTURE TIP PROJECT 1-5700 = 0.057 MILES `®
D = 65 /O RIGHT OF WAY DATE. EDWARD G. WETHERILL, PE P.E. * Z
50 25 0 50 100 T = 6 % TOTAL LENGTH OF TIP PROJECT 1-5700 = 0.798 MILES SEPTEMBER 21, 2018 PROJECT ENGINEER SIGNATURE:
V = 50 MPH ROADWAY DESIGN
* TTST=2% DUAL=4D/D LETTING DATE: ENGINEER
PROFILE HORIZONTAL BOB A. MAY, PE
(HORIZONTAL) SEPTEMBER 17, 2019 PROJECT DESIGN ENGINEER P'
l0 5 0 l0 20 FUNC CLASS=ARTERIAL ®p
NCDOT CONTACT. TATIA WHITE, PE, PLS
PROFILE (VERTICAL) STATEWIDE TIER ROADWAY DESIGN: PROJECT ENGINEER P.E.
SIGNATURE: J

DETAIL 1
INLET CH-ARREL-IMPROVEMENTS
EX/STING
GROUND
(NOT TO SCALE)
3 R X l0' RCBC
R
UPSTREAM EXTENS/ON
CLASS 11 RIP RAP KEYED -IN
TO BANKS ONLY (TYP.J
ZI OR FLATTER
EXTEND 2'BELOW BED
33'CHANNEL WIDTH
ALONG CULVERT FACE
�� y GEOTEXT/LE
(OBSERVED 2/814/18)
STA. 33.31 -L- (LT)
DETAIL 5
SPECIAL LATERAL 'V' DITCH
(Nara swlel
Noturol DFit
I.P.Gro3;y S und l
D
FROM STA. 19+00 TO STA. 20+25 -Y8- (LT
�
FROM STA. 20+65 TO STA. 21+20 -Y8- LT
FROM STA. 20+50 TO STA. 21+20 -Y8- (RT)
FROM STA. 14+08 TO STA. 14+50 -RPB- LT
FROM STA. 14+30 TO STA. 18+50 -RPC- LT
FROM STA. 20+50 TO STA. 22+50 -RPC- LT)
FROM STA. 22+50 TO STA. 24+80 -RP0. RT�
FROM STA. 24+80 TO STA. 27+00 -RPD- RT
FROM STA. 50+50 TO STA. 51+50 -L- (LT)
EXISTING DETAIL 2
GROUND OUTLET CHARREL MPROVEMENTS 3 A /2'X /2'RCBC
(NOT TO SCALE) DOWNSTREAM EXTENSION
IT
CLASS lI RIP RAP K /N
INSTALL 2A'OF CLASS 11R/P RAP
ON BANKS ONLY
TO GREATER OF THE EX/STING
YPJ
TOP OF BANK OR AN ELEVATION
EXTEND 2FLATBE OW BED
OF 289.5' UPSTREAM AND
GEOTEXT/LE
2885'DOWNSTREAM
CLASS /RIP RAP
APPROX. I7'CHANNEL WIDTH
COUNTERSUNK l'IN STREAM BED
SUPPLEMENT WrrH CLASS B RIP RAP
ALONG CULVERT FACE
TO FILL VOIDS
INLET AND
U �U\
EXISTING --��
GROUND
��S ELy282.4'�
(OBSERVED- 3/23/18)
l' CONCRETE SILL
STA. 52.40 -L- (RT)
HA EL IMPROVEMENTS
oSrX)l0'RCBC
(BURIED I')
CLASS ll RIP RAP
KEYED -IN TO BANKS
ONLY (TYPJ2/OR FLATTER
EXTEND 2'BELOW BED
GE OTEXTILE E15'CHAN'NEL WIDTH
ALONG CULVERT FACE
STA. 29.90 -Y3- I
(LT
STA. 29.90 -Y3- (RT
DETAIL 4
OUTLET
CHARREL MPROVEMENTS
,NOT TO SCALE)
3 B 9' X 8' RCBC
DOWNSTREAM EXTENSION
EX/STING
GROUND
35'W/DE CHANNEL MEASURED
ALONG SKEWED CULVERT FACE
Tp \
Ill♦ C_
I1
/L
/ CLASS ll�f/P RAP
2
KEYED -IN TO BANKS
IL ONLY (TYP.) 2:I OR FLATTER
I' SILLS AND 24' WIDE
2 EXTEND 2' BELOW BED
FLOODPLAIN BENCH
GEOTEXTILE
MEASURED ALONG
NtYS ELV. = 282.5'
(tlOBBSERVED 2/14/I81
e PLAN VIEW
eFmExnLE �""0
aa, SECTION A -A So ELEL .roes `LASE I "A"
DETAIL 6
SPECIAL CUT DITCH
NMfo Scale)
Front
Dikh
slope
Min. D=1.0 R.
FROM STA. 22+25 TO STA. 23+00 -L- (LT)
FROM STA. 34+50 TO STA. 36+50 -Y- (LT)
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
(Not. Scal^I
Notuml Fig
Graane� TD r,F+. slope
d
FROM STA. 99+65 TO STA. 100+37 -Y- (Ii
DETAIL 12
FALSE SUMP
( Not to Scale)
Outside Ditch
Traffic Flow
/0 12,1_
ZS=Ditch
_S-
Slope
4Proposedtc
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- (RT)
STA. 105+81 -Y- (RT)
STA. 21+65 -Y3- (LT)
STA. 23+62 -Y3- (LT)
STA. 16+96 -RPA- (RT)
DETAIL 7
BERM 'V' DITCH
fo Scale)
Nrounl
(Nor
J./ D 3, RDWY
d
N
Min. D=1.0 F1.
Geofeaile �
Maz. d=ID IT.
b=5.0 Ff.
Tvoe of Liner- Class Rio -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 'V' DITCH
( Not M Sc.,.)
Fill
NaNrol 1,ac slope
Ground ) D F
d
Georeaile Min. D=1.5 FI.
Type of Liner= Class I Rip -Rap Maz. d=1.5 R.
FROM STA. 20+10 TO STA. 20+50 -Y8- (RT
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
IN- fo Scale)
°.e, ram;.
a a
4erAeRt
Len th= 25 Ft. cl-I.,.p
g CHANN BED Cou.-I,
t = 1.5 Ft. rvananle)
d= 2 Ft.
Est.= 40 Tons of Class I Rip -Rap, 55 SY GFD
FROM STA. 51+25 TO STA. 51+43 -L- (RTI
DETAIL 10
LATERAL BASE DITCH
I Nor fo Scale)
IS
N-1
Ground ?'1 D fft' 'Fi.I
d
GEOTMU B
Min. D=3.0 Ff.
Max. d=3.0 Ff.
-hen B is < 6.0' B=5.0 Ft.
Type of Liner= Class I Rip -Rap b=5.0 Ft.
FROM STA. 29+00 TO STA. 29+75 (LT)
DETAIL 14
LATERAL BASE DITCH
(Now SCB)) IS
Fit
�7 Notuml
Graun Z./ D , 1'R' slope
d
GEOTE%TILE g
Min. D=1.5 FI.
Maz. d = 2 Ft.
*When B iv < 6.0' B=3.0 Ft.
Type of Liner= Class I Rip -Rap b=5.0 Ff.
FROM STA. 29+10 TO STA. 29+75 -Y3- WT)
DETAIL 17 ^^ DETAIL 18 DETAIL 19
RIP RAP AT EMBANKMENT STANDARD BASE DITCH
FALSE SUMP (N.. -1e) (Nana scale)
Outside Ditch Na
INpt rp
O se 1e) tar I Nmuro1
10'min. Ground 7.y .t\ Groun
� Ditch 1.0'mi D
Grade 5' d
,R01 20.1 GeoiexlI. B Min. D=1.5 R.
Ik GEOTyE%TTIILE Maz. d=1.5 R.
t S- PER LOCATION ES •When B is < E D, B=3.0 R.
S=Dikh Slope 4 Proposed Ditch Type of Liner- Class II Rip -Rap TV. of Liner= Class Ri Ra
14+50 -RPB- (LT) FROM STA. 33+40 -L- (RT) FROM STA.33+30 TO STA. 33+80
FROM STA. 14+65 -RPA- (RT)
o I� IIIIIIFL)1 • ®� ®� � � ©�
DETAIL 22
SPECIAL OUTLET PROTECTION
(vo re LE)
INLET CH EL 1 PROVEMENTS
48'WELDED STEEL (NOT BURIED) (NOT TO SCALE)
0.625'WALL THICKNESS
EXISTING
GROUND
TRENCHLESS INSTALLATION
EXIST 30'RCP
(
S)lfir m---
-
CLASS / 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)
60'WELDED STEEL (NOT BURIED) DETAIL 26
INLET CH
TO
OB75'WALL THICKNESS
TRENCHLESS INSTALLATION
NOT SCALEROVEMENTS
Ex/STING
GROUND
T 54 CMP
-
ADJUST TRIBUTARY TIE-IN AND
\\ �Tilrll
CHANNEL BANKS AS NECESSARY
S APPROX�3'
C1A1­1E:1NVERTOF NEW 60'WS
AND SUPPLEMENT WITH CLASS //
MUST MATCH INVERT
RIP RAP KEYED -IN TO BANKS ONLY
OF EXIST 54"C9P
(TYPJ 2.1 OR FLATTER
EXTEND 2' BELOW BED
LIMITS OF EXCAVATION
STA. 101.13 -Y- (LT)
1223 ]ones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
EN INEERI NG License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TFANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CNI41SDE DESIGN - GIS/GPS - CONSTRUCTION OBSERVNTION
Kimley Morn
P.O. BOX 33068 a RALEIGH, N.C. 27636-3068
PERMIT DRAWING
SHEET 2 OF 11
PROJECT REFERENCE NO.
1-5700
li SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2D-/
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL 11 h o
FALSE SUMP
INof to
Ditch
Scale) C)
Outside Ditc_ Iy 0•I_
IN -
Outside h I`
GI
S=Difch Slope Proposed Ditch
DETAIL 15
TOE PRO
(NottoTECTION
stole)
rod
Natul
Groun
I I d
d=2.0 R.
b =2.0 R.
Georexrge
Type of Liner-
Class 'B' Rip -Rap
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
I Nor to Stole)
m d °d
40 a
Length- 25 eFt.�� aCl zlRip+fap
CHANNEL Coanfersank
t = 1.5 Ft. rvndenliso
d= 2.5 Ft.
Est.= 30 Tons of Class I Rip -Rap, 45 SY GFD
FROM STA. 29+10 TO STA. 29+35 -L- (LT)
DETAIL 23
STANDARD 'V' DITCH
( NM ro Swle)
NaNral 1 Notuml
Ground z,7 D
Min. D=1.5 R.
FROM STA. 69+25 TO STA. 70+50 -Y- (RT)
STA. 61+40 -Y- (RT)
STA. 67+70 -Y- (Ii
STA. 21+40 -Y3- (RT)
STA. 28+37 -Y3- (11
11.17+87 -RPB- RT)
STA. 18+30 -RPB- LT
STA. 15+75 -RPC- Ii
DETAIL 16
BERM 'V' DITCH
IN- smle)
Nrounl 1
3'1 D RDWy
Min.D=2.0 R.
b=5.0 It.
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
(NMM scale)
Naturol Naturol
Ground Z_/ D ,L.\ Ground
Min. D=1.5 Fr.
B=2 Fr.
FROM STA. 14+30 TO STA. 14+80 -RPC- (RT)
DETAIL 24
GRASS SWALE
IN- fo S.L,)
Nrounl 1 Naturol
d q Ground
D b.
Min. D= 2 Ft.
FROM STA. 19+50 TO STA. 15+95 -RPA- (LT)
DETAIL 27
SPECIAL LATERAL 'V' DITCH
(Nor to style)
Fill
Natural �..� ° Het Slope
Ground �) D F
dvofvxfib GMin. D=1.1 11
Type of Liner= Class B Rip -Rap Maz. d=1.5 Ft.
FROM STA. 19+50 TO STA. 25+00 -RPD- (LT)
FROM STA. 20+25 TO STA. 20+65 -Y8- (LT)
RIP RAP AT EMBANKMENT
1 Nat to style)
10'min.
Ditch7GE00TEUIUED!
I 1.5'
Gradet
PER LOCATIOryES
Type of Liner= Class I Rip -Rap

r LEGEND
r
ALLOWABLE IMPACTS ZONE
®
ALLOWABLE IMPACTS ZONE 2
PERMIT DRAWIN
SHEET 3 OF 11
\
X
\\ \� /\
F �`
\F9gTgyq
\ •G6�it•
ones Franklin Rd.
INEETHERILLING Raleigh, No. 27606
F-0377
EN INEERING License No. F-0377
Bus: 9198518077
Fax: [phone]
TRANSPORTATION PL4NNING/DEIGN-BRID 1111UCTURE DESIGN
CINUDESIGN- GIS/GPS- CONSTRUCTION OBSERVATION
STIE
PROJECT REFERENCE NO.
SHEET NO.
/-5700
it
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
\f
eq\\
KimleylMorn
©zoo
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
E /
C
+ B3 � Iko \ - - Ell K p CB \ Nq eve TOP=316.44'
\ \ Q IB' OUT=309.24"
\ CRACKER BARREL OLD COUNTRY STORE INC \\\\ / °12•l oul=5l3.nt/
0P=29 `1 I1
NN E Q- TOPN52998'
12? 1T�284�09' \\ � CB '7 V 244 UT 29868 / N
/ f f ® TOP=305. O1=301,�7v
�p I -OUT-298.90' 4'IN_2 TD2' o' P
\ CULVERT zr2 E O sflouT3z9s. "\� / / B'o /ate vao \
TWO BARRELS \ TOP=304�'
\ 6' OUT=294.07' fl I9 ��
�fl `�IP4o„ 3SSTUCCO BUS TOP=317.16'
4 2q, 12IN-312.86 /
6,S / Q� 15' OUT-312.66' BULKHEAD
-l- \s. -4 / J / / �Q, ' �� DI PROPERTIES LL
\ \�(/C �` TOp 316.72'
18' IN-302.3 p n 11'rd
15'IN=302.32' 2\fl Gg
\� ,I,� / ✓ 21 OUT=302.22' ��
BERM 'V' DITCH
W/CLASS 'B' RIP RAP
ONS .
.o QQ� \ 2q• C4.G I \ 7. I \ q - ( EST 50 T
24•1� - I `\- 19 /110 \ BS A - / EST DETAIL 7GFD
T/P / 19 / bHEET 20.1
/Q IB'Oil��A9•I,E 15 I 1B SEE DE/M
TOP=301.72== 30" RCP _ - •�
1� 3.
12' ouT=297.69' n I I 4 \
\ TOP=299.63' TOP=300.59' II b� f f 16.34', E%IStMG R/ /
12' IN=R6.06' Yam` 12' IN 296.79' Cg <� I W \ sE N IS' OUT=
24' OUT=295.99' 1,`J�1 12' Iry 296.64' 12' NOPE �© `�yfl•15 RC-1 rtl
II'1 p �I C6� Alp 2' HOPE lJ �4 � .. ' . �p5`• I I ��+^- SPECI CUyy��ITCH /
; \� C © - oQG'36" RCP -III I CB 11 -> _�\ SEE I AIL'63HEET 20.1 /C A Z
E a aa n I CB �_ -C m
vo� NV=289. P� - 'T t294558' I RCP-41 C - a C CB CB CB
`I JJ •.. TG �{/' IP- OP=301.37' s Z pVE
Tr // 19' IN-290.4T 4 I c M t"
18' OUT=288.42' 78" RCP -IV
I 6 KIRSHNA HOTEL, LL \, �¢ o _ P4'-Rea pI I DI
\ m 0 OI RETAIN =T Nz294A05 9 RETAIPI - pVE
\ `Q 11� TOP-301.37' 36' RCP 15' -
. v TO 27' 24'1 =T2%96'"• 24'_
56' IB'-287.42' 24. OUT=288.86 F c
\ �° �` 16?OUT•-� ?16' 18' OU 287.32' _ L -L-
/ 17.62' F_ _ F - - - - 15" RCP -IV IJ
CB 15, RCP -IV
RCP-IV
SORRELLS GROVE BAPTIST CHURCH \ e /s $PECIA N CB
3A6 IS' RLP EMOVE ' C&G
CB CB 15" . Lcj _ - -- L
�Jy� r� RETAIN \� / ` m H ` F «�y� O
1 7,. 35 _ CB _IP I' SB'CONC m
E_. _ - - P \ 32 ? `B�"r fl fa6 / p 1 1 y m
F I MCP 2 GS 7
0.9 G /_ - �15"AC7-�v� Stab Q ��� TOP 4.10' 2Y BST N
0
P Ex O E' ?� OP 295.04' 24 C&G 1 �1 0 15'OUT- 0.40'
29. 3'GB jN F Iry /75 �R`CP-IIIJ34�% _� Iti___1 QLLT2292541 __............
_ _____ 8 N2291.67' ry a \ -fja -��-& �•I
COLLAR AND EXTE - i/ j
I �'y p 15' OUT-9.67''
INF A CESSiBLE 1 Si �fr J �� 15" CMP W/15" C5P \ T P-291Y4
j� // / 9 SSEEj 15•R Z INACCES \ \ B
/ T--120P 29
/� 7 III"""iilff
C&
BSTOP= 20 1 1 BST PA / P�4C \ \\I o CONC n
\ / ' /-,A•'a,5 // .I %�� / \tea `/ 6.5' c c+\` o g �,('�� I 01
°.0/`30%/3// \\ 1(� O fl Ib1 118 OUT2918.26'
1j ioe..31€.34• / Tpp 10.48' / _ 1 c j� IIQ m snG ro
321.08' 36' IN 29 .30' S / / \ \ 9' SK \ i ISBK BUS �r TOP=2 4 83' I II
/% 8 IN 311.32' 36' 11� 29 49'-S t4'Jf;Ggy.l(C Y P \ '7 a - 12' OUT= 93.33' I II STA. Y5+45.
UTD1 93.32�// _ - ) .72' .BOp � 35 u5 \ \\ � � i
RCP 4Y' TOP=307.72y` B �`�f I71 II
// Cis SO • \0 �6 �fl IyG.Y 36601N1Ti297.27' /�+. \\ bO�l - -/' - \ \\ 1�-- - -I� �- _ -a- - \� IV'� Ilm Ci
G .e ms �' 2A• ,30998 = , / o N= Kc Sto.2/+3 . 6 \, XDM LTD `►
- '° \
36� p g ® 1 /� C Ss/ I 1 r'• 1N=30 409' SE \\ \ W P i6• CURq _/�� \� S�2,�I \
IP
T
1 '. p OUT=
/ I1 F
x I Ty�P=308.73' ,p I I •� / \ \ fl + II- -
/.vi6RCP11���a�o'1 Ci 1 IO'
II • o' 304.13' 4� WETLAND TOP--D2194.11'
TOP=319.29' I \ pIB' OUT=290.20'
1` A9 v 3 48' IN�313.47' Q II IB' 2290.
5z' •/ 1¢p����9q``3 qp0 1 48' Ou7=31Z3'O' rr++�� `�' I \'F�n \\ / 1`' Y \ �`y,rT\. iS REMOVE EX CB I m
6 /CW// P cW 1 I I \ 1 MY. I Lj2\L COLLAR AND EXTEND
j� 'A0 \ ,
oI I I z \ \SITE 1A IN O RCP AND TIE
G�� as• � � Pp � � g �0 ��A1 qdd ° 9�0 e\ (SCALE:an 50 j MPACT ZOOM-lN Ih
E-�^\ INTO NEW CB o
Cg AN O T EX 15" P
I/ r� I}p1� mil TF % TOP=3oa 5SS GURUDEV LLC
�S�3,5III ��+' rS�+OU�f33.0576 SITE aA 15OUT=303.6' E3TD2C ON56'RIP RAP / li�\\/ \ \ TOPN29 04'
W" EST $ GFD INQCCES
HOL RDU HOTEL INC T
�� I5' 0 T=303.21'
�bevV 48 0 Tz 314.11 I CLASS T RIP
0� EST 20 TONS OP=307.27'
p jOCGO S 4 �\ EST 39 SY GFD �'&36"IN=289 I, '
�� SS 4z" OUT=289. 4'
\� 'q TOP=310714 JB WiMH
14'
OUT=30�.09' i d
p,IJTRN I COLLAR AND EXTEND 36" RCP-
$HERC \ ,1 •Os
�\ DI LIMITED PRTHTECH NRSHIP - /•36 IN =2 69'
TOPTT1'
11 •OUT= 4O..2
8.10,
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
2055513.01
290.56
NE
-67143.86
2052512.58
29 .52
767069.89
2052651.60
28 .50
CUL
767065.54
2052646.14
^281I.33
CULT
767064.53
2052645.56
281.64
UL8
767060.05
2052639.88
28 .32
2
1HW2
767064.73
2052645.45
89.76
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-SEE 15 & 16 FOR -L- PROFILE
SEE SHT. 19 FOR -Y5- PROFILE

LEGEND reKMll UKAWIN
r SHEET a OF n
i
ALLOWABLE IMPACTS ZONE
\\\\\ ALLOWABLE IMPACTS ZONE 2 I
REMOVE 24" RCP
& REPLACE W/
MITIGABLE IMPACTS ZONE 1 DEP 36" RCP -IV
® MITIGABLE IMPACTS ZONE I - - - �t__
CLASS RIP RAP CO BA
CLASS RIP RAP COUNT
/ IN STREAM BED
% Spc EST 30 TONS CLASS I
cRESEMEN�GGI I EST 45 SY GFD
EIP / SEE DETAIL 201 2
J,E, I(�P ONNP-2940' E
BUCKHEAD PROPERTIES LLC sm
SITE 2A
N i«s Jones rranoin KG. rnwe�I Ker K-E Nv a . M­
ET / HERILL Raleigh, N.C.27606 /-5700 5
EINEERING License No, F-0377
Bus: 9198518/07 R•W SHEET NO.
Fax: [phone]
.� ROADWAY DESIGN HYDRAULICS
/ TRANSPORTATION PLANNING/DESGN- BRIDGE/STRUSTURE DESIGN ENGINEER ENGINEER
�M115• CIVIL/SITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION
j STI Kimley�,*-Horn
N ©R
1 V P.O. BOX 33068 RALEIGH, N.C. 27636-3068
B
zs access EASEMENT
8 %m WV=281. r \ DOCUMENT NOT CONSIDERED FINAL
\ UNLESS ALL SIGNATURES COMPLETED
CP / 6
1r11 '\I` CHANNEL IMPROVEMENTS / / a I J N SITE 3C
- - + 1 P 12QO��T9zJq3$ FK & PARTNERS. LLC SEE
II RIP RAP
I XI SEE DETAIL LSHEET 20.1
i TOP=290.85, 'E -
N o SITE 3A 5'IN=278.05'
{ -m III _ 54 LF OF 3 @ 1d5'1P4b' 277.95' // // / E k7
m I�m1 yI III �m�. RCBC EXTENSION Q/ / / W I O OFF. = �Y fT.
CB .J sl v I / 1� Id 1 =I OT BURIED
�n\ \
=302.92' (-1 �I . I � .I _ jl'. I I
T=300.26' ISBK BUS LONG `
n 24' CI6
D I I 1 _P
\ 'C6E ����� �TT&G , -67' I60•I� ©.
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TOP-301.03' 'IS
� a SIT B n az i / - / V) I
`o JS
BST PA TOP OF VIEIR=299.03 �1
Z -o \ RETAIL INV- 94.93' S " L BF _
80\� 24• CP IU/G STORAGE)_ 1 --_ -- �- -IV -()5
TOPN-305.77' / \\ p _ p / _�.is e /SC7 .(�O RCBC
INV-287.3T' - I - i (.\. ,R-�i-P`Ye T-fr.e __ - P N ION
ll 4� `�y Iv' Cvr 24 C&
2 INV=291.I ' 1 CB , re re =
RE IN �I¢.L�J-Ire Tom{---
re 2.
\ F F (�
C CB 4„ p_IV t'q RCP '•
TOP-- 9.91' CB K� 8' DIP
T\ a 24' IN=2BB: 0'
g ° Z
C { \ 24. OUT=286 TO c EN ------FIOIP- I ® _ IT
S - i _IV
/ - - E/\ 18" RCP -IV CB 18" RCP -IV C8 15 R
\ - c CP
R S'E
I� - .Y�_ �6- (:}�, CB _ ECB -, S_BLE_ _
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r
C - CB �4051'B5T � .-��� - _ - - _ � 7 _ _ 6 CAI 18" RCP V O L. LT - -
c 9�p/ REMOVE / D
TOP
/T 30 .
D REMOVE _ _T02=2. Nr
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N +
O` _15" RCP_111 CB _ 11 O / 1$" R IV u n _ ---z O
ITOP=293.73'CB CB ------- -_ - CB M- N -T 1 CS - -_
T-,�-_12' DIP - - _ - - r- _ _ _
�- __ 30�$G�- 8' STEEL
Q OV _CP-III _
Q \\ 5REiTP\N I -~�,R a -T\ h /� ''� F __,I T! f F / F F,;= e-ae� �F JB W/MF3 COVER F - rn
_ RETAIN OP-�g2 36' \ �, m i - CONVERT Cs REMOVE C f� � \ m CONTRACTOR TO m
Cn -p� 18 W/MH { 'IN=2B2.16' �E'RCP y I I t .97' / g - VERIFY PIPE
rn 3/B5T _ _���, u 8' OUT=281.96' I {y ,_y�P�h, ,f�7;T0 16 W H i ss-�- PLUG,
FIIILL & E INVERLLOCATION N
TTI �- E_ I�8 0 C F ry ro a_ WY- D 4 � 5..172 ./ ©C C I 12" CM 96' v W I T
V1 \, DI
P91150. T =2.55'% 8' 0 T 8 '
OFF. = 27 RT.
INS I ACCESSIBLE _ - �j r�y R.1 _
eCCE\55 ae, 5-L / L �ii Pcv' fJ �. / \ - I L J I I -p RETAly NL -
\EASEMENT II. W CbNC IQ 16�CURB �j { S GRRAPE '_\/ - P E „_I� I 001 1, T _ - - -
- - xo• PueLlc Deel ecE EASe E_r
I \ yd* CCUR� 1 I 16
a E o AI
r
K V+ ✓ I� 52 �� -z4�ac - \` <r -L- POC Sfo. 3 +6690
,G�
INV' 8710' RIP -RAP �y I II7. 6-III�_i \/ �a-
II� Si PA to `N
3' DITCH
e/
``II' a/ Ilr�y MBA R W/ S IRI P a -Yl- PC Sfo.l4+1/°34
3 oa' > _ di c„r r� I l CLASS II RI = 4 GY it '� I { CONTRACTOR TO
EST 15 T ' LOP .25% i� I FIELD VERIFY OTCB
I� P Al
1OII m Y I rL I EST 30 / ONS d;3 { INVERT AND E IN,
4 m
SEE D 2 T 8 SY GFD CLEAN O S E
�53 a SEE ETAIL 1 45M BUS
PIV r_ O 4111F LE 15 0T; XI 6" RCP m II 0
28D�IP RP _�I
BRE/LO PROPERTIES LLC
IS
'p
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20SSMSSNE30GFD8'0IN=2ERTIES Lj SITE 3B
/ 4_ 84 5
II (WETLAND n
CONVERT CB / ¢
TO A W/MH w / ^� N D IS TOUT= .575, / / g R IN PF Il le' qa > - - +
WAFFLE HOUSE INC v ,r/ 71 TOPNK=I293.4I' / ✓.q'p! �>S, TOP= 30'
50UT =28731' /.' I` ! 12 OUT 91.80'
I a rn _}
0
lam/ ?4N=9o:74 GRAPHIC SCALE
/ \/ (�/ IS 630UT=28a:Q'
LRDU CHOICE PDE 1 ��, y o >� 50 25 o 1 100
PROPERTIES INC I III Sta. /0+00,00
EIP / �'¢ �\
EIP SITE 38 - IMPACT ZOOM -IN 4 402 / ��e ,� TOP 297.25' PLANS
(SCALE; T" = 50) + I„ / / {es V� r v 15. OUT=291.95'
I I "/ / o / / / / \� e ro c�� \° .ey Q *PROPOSED TRAFFIC SIGNAL
70P=290.80'
/15' IN=2B6.50' 2gP6. C" y/
36' IN=284 BO' A 2 \
36' OUT=2B4.60' l \ 92, ,0 \ \ { \ \
B 93 \\ .Q \
CB \ /
TOP=290.71' \ /S• 1
IS' IN=287.71' RCP
TOP=289.30'//15'OUT=287.4I' R�\\\ SEE SHTS.15 & 16 FOR -L- PROFILE
I '%p 6' IN=282.60'
,p636'OUT=282.30' � /� / a/ � A/A' � �\ \\ 1 / SEE SHT. 17 FOR -Yl- PROFILE
Rca /a s y \C / SEE SHT.18 FOR -Y2- PROFILE
NORTH
EAST
ELEV.
CUL1
767996.90
2053907.59
282.7
CUL2
767992.17
2053899.10
280.
CUL3
767991.64
2053898.27
280 9
CUL4
767986.83
2053889.93
8 97
CUL5
767986.36
2053888.99
.42
� 1.31
Cq 1.02
CUL6
767981.56
205388­+'-`
205389- D
CE1
767989.21
14W1
767989.54
2053894.66
93.14
767866.33
2053980.45
2 A84
FCII8
767861.79
2053971.2
280.84
CUL9
767861.44
2053970.
280.97
CUL10
767856.49
2053962 5
281.07
CUL11
767855.96
1 2053961.51
281.22
CUL12
767851.50
2 5 5 .3
0.91
E2
------.7
34
53
N2
767859.89
2053966.50
2. 8'

SKETCH SHOWING PAVEMENT\STRUCTURE RELATIONSHIP • M U ULM I M DMIUMATI I
ALI.-[31E IMPACTS �.NE I
AllOWA.1E IMPACTS Z..E
e %A
MVIFOA�
ml� MITI.A.IE IMIACTS.-.E I
MIlIGA.IlE IMPACTS 7.11E
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4 AA / //
D
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GRAPHIC SCALE
m

r LEGEND
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SHEET 6 OF 11
ALLOWABLE IMPACTS ZONE
\\\\\ ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
® MITIGABLE IMPACTS ZONE 2
1223 ]Ones Franklin Rd.
PROJECT REFERENCE NO.
SHEET NO.
PLANS REMOVED. SITE 7 FROM 4B PLANS REMOVED.
f PROPOSED WORK INCORPORATED INTO SITE 5C
ETHERILL Raleigh, N.C.27606
EN INEERING License No. F-0377
Bus: 9198518077
Fax: [phone]
/-5700
7
R•W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
TRANSPORTATION PLANNING/DES[GN- BRIDGE/STRUCTURE DESIGN
ENGINEER
ENGINEER
CIN4/5TIE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
+pp pp
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/
Kimley�>>Horn
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
V3- TA' ?�
1�AND
TCH`1NE B7 CP CB y O V TOE PROTECTION
\ \ CLASS 'B' RIP RAP
EST 50 TONS
SPECS CUT DITCH
EST�00 SY GFD DOCUMENT NOT CONSIDERED FINAL
I
SEE DETAIL 6/SHEET 2D-1 m v V, X SEf DETAIL 155HEET 213-1 UNLESS ALL SIGNATURES COMPLETED
\ J< WH / LATERAL BASE DITCH
W/CLASS I RIP RAP
TOE PROTECTION
REMOVE SYSTEM 7n I EST 140 TONS O
� ? \X
CUSS 'B' RIP RAP 18" RCP- EST 195 SY GFD
EST,1 FS SEE DETAI 11 / I SEE DETAIL 10/SHEET 2D-1
I I III I \ cANOar EST'g D & 2D-1
1 I II 1 SEED 55HEET 2D-1 EDITH U. WILS n CB CB WOODS
DEBORAH BAS ti4 NC
IW 1 I t I Isr Bus s m 1 1
REMOVE EXI T. VI' - a 1 II 1 III I I SITE 5E 1 I -Y - PT 1 to. 28-�50.61 e3 �,FI�,91D
SIDEWAL ^ + L ��II I 1 RCP- IV OI 'V4
I II l or� - -'+ ----- 24" CSP W,'EL80 S T.... , / / ' z SITE
GRADE PAVE ENT - - n /
REMOVAL AR AfJD ro OFF. = 39' RT. POT +'� CONC CLASS I RIP RAP N
EXIST CURB INE 1 O I +;;NI • CH EST 1 TONS / /,�\% \Xh �A�O� PROPOSED 176 LF OF pyuu
I I- '^ BST POSSS GMP W/SCOUR HOLE EST 15 $Y GF _ \? ,�X
DRAIN TO I'S I I p / \ - 1 @ 12' X 10' RCBC /
lal r f CLASS II RIP RAP ON BANK
CLASS II RIP RAP COUNTERSUNK IN STREAM BED i / "X // 90U DEGREE E SKE ♦' ti B2
/ / S SUPPLEMENT WITH CLASS I RIP RAP AS NECESSARY
\ C X I I I T�-e z CLASS II RIP RAP EMEN �7� jta ��✓s "\
r °<>
- e
_L EST 70 SY GFD
\' CONVERT to &N
Dl ,II 160 _1 - SEE SFFrT D-1
J B'W ISB s SE BFj CfC 5.8
(� 0 BOT TO
XX-
• `7, Exlsr ozR _ W/ LASS I RIFxRAP X . / 48' W/WX ISBIy X
AI i,•-- �134 uul___ .13=36'Ck,1P // /\x/\/ .. .. EST 80r
JS- SEE'DE7AI�ib�ISIEEI`48-1,... 75 i
EXISTING R/'N
GRA E EXIST CURB I IS' IN 310T7D Y BRIER CREEK -F
II / - 15' OUT-30 .98 /
LINEm DRAIN I+r c / / r ... -.-
II / 1 / •p \ /._�,�T-=� 1 rash ra*a-ra- 3. END SBG x �INV=2
+g I. ms s CB a ra I a \ AT STA. 30+13 Y3- .. T Az0 �ar
n =3i�.38' 11' CHANNEL IMPROVEMENTS p F
D \P'T- 15.59 �; I II 1 m TOP OI.73 / / azi / J \F cm F F� F
C I 8' IN 91.23' er / �CLASSPe'P ez Paz i�a az,
n 15' 0. SE DE AIL ETET 2D�
F III \ 36' OUT- .33'/ - - - n?G 15" RCP- N .. .. .. .. - L t -
E 7 3SHE
r - F i.. F / F _ F _ _ _ z z_-_ - - - - L .- .. _ r- -
Z- _ - _ AT= - - _ _ -__ -/0 - - - - - - - - - ----- 7�-- --
TT --- ----2GI ------ - - - - ------
15" RCP -IV 'P� q
CB CB 15" RCP -IV CB CB ---- -----------'0---- ------
.�
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3TO' IN=3=06.0.8'
18'RCP 88OUT3300007797
' \ALPOPCRpxIO�B 28' CBYI-II7D IB RCP
18'RCP
REMOVES TOP=306.44'
7 J �_ _ _ _ �018' OUT=303.36'
- I LEY BLVD BST VARIES
Q -- _ - _ - - -6' P - - - 15" RCP- IV Z
O - _ 64'03' /7.0 E - - - --------_
�c, 2GI Rs>Alp
O _ 0
\ / - - - -- 8' S TEEL - - 18' W 298 98' _
GI 18' OUT=29 .95 =
IT 2GI - - �1g•R�P
30' RCP- // / I F m �, P I.. .. - _ _ _
i1i \ SA \y\ OOD$ p N, F F F F _ F _ _ - �c \ _ 169
CA / F 91 EzisnNc R/% I F _ ���
2 \ . / - I F \ d� TOP=
F Is, OUT
PDE
EST 25 TONS RAP END SBG AT \--„�\
\ 3/@ 12' X 12' RCBC EXTENSTION \\ \ �P
S EST 7 SY GFD STA. 17+48-NBLRPA
EE DETAIL 25HEET 2D-1
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/)(\ CLA 'B' RIP RAP
JS EST TONS
1- - _�tn + EST SY GFD
No - RPA- P T t l +00.00 - - G
W y o OFF. = 37' LT. ­19 ti SAG
C) \w
m I V n (n :T ~�� (~ + STA. 59+07.54 \ (�
StG. 58+25.5
_r J� SITE 5C SAG a
JEL
ONE B d Nul v 1 C
NORTH E Ar55Tl RIP RAF EL
RIP 20 7 28 • 47
CLASS RIP RAP COUNTER,
CUMIN STREAM BED 2055709. 89 2$1 C ANNEL IMPROVEMENTS
CE1EST 40 TONS CLASSJLRAB Rkp 2055717.03 2$7. 25C SS "RIP RAP Vl
HW1 5 SY GFD 98.63 2055716.67 289. 99-SHE DETAIL 2/SHEET 2D-1
CUL3 8 4. 2055628. 39 280. 1 7 RAL EIGH DURHAM AIRPORT AUTHORITY
CUL4 768812.81 2055642.94 280.12 \ \
CE2 768808.50 2055635.48 292.22
HW2 768808.72 1 2055636.33 294.64 \ 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

LEGEND
® ALLOWABLE IMPACTS ZONE
ALLOWABLE IMPACTS ZONE 2
PERMIT DRAWING
SHEET 7 OF 11
is
WETLAND
WC TIE PROP 18" PIPES
INTO EXIST BLIND 1B
CLASS 'B' RIP RAP
EST 3 TONS
EST 10 SY GFD
1q1 ADJUST EXIST
DITCH AS NEEDED Q'
TO ENSURE 18" DRAINS
\ 'y
\
SR1 10
zI
TRIP()= OAK RO 0 BSA -
1
TOE PROTECTION
I
R
CLASS 'B' RIP RAP
I
7
EST 11 TONS
I S(� I
C /
EST 25 SY GFD WOODS
h
I /
SEE DETAIL 155HEET 2D-1
EIP 0.20'
I74 NO ACCESS
m INS/= 9 EIPT,*
ExiSTMG R/ IN R/ 48' W/
R/ NDN
x_____
_-
—p
f0`SBN-- - - - - -
_ ___ _ __ _ __
__- - _ _-__ _-___-_______
v
_ _
_ - _ -19'S61L-
-
X
DEP - 2 b 132G1 OEP
o
X XX
\ .. .. ..
g__
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/--X 72' CHLX
\
r-rP�
BG
C-2
--
REMOVE
-rd I. O - �F
+07 -V VOF
- 1 0 ALIT_
— -i L®-
CBL-105 =_
_ —
1 T_ — —
-- --------FRCP-T>—
— — — — — —
llama-----------
�L � �P
0
I APO
IRALEIGH DURHAM AIRPORT AUTHORITY
T
18" CSP W/ELBOWS WOODS
FILL EXISTING
LOW POINT
C C _ C
E ETAIL 12
SHEET 2D-1
01I
---------------
C-- -- a �n----------� —_
________RETAIN
-----------------
¢ Q
I----- -- ---------_--
J---iL---------- — — — ---------
->— T— T—>— Tom— r�
-- �-------- ---
j URB _ ��—T—rT--�T 7L q0 EXPRE �'AV C RIJ B Z
INV=303.12'
IVNV=292.33'
>a
i
bI 1tOODS Y,
E 48' / ISB e.'m Exi Nq G W /R D / D .
is
GRAPHIC SCALE
50 25 0 50 100
PLANS
-Z 1¢ ---
SITE 9
1223 ]Ones Franklin Rd.
PROJECT REFERENCE NO.
SHEET NO.
ETHERILL Raleigh, N.C.27606
000 EN INEERING License No. F-0377
/-5700
/0
RM1V SHEET NO.
Bus: 9198518077
Fax: [phone]
ROADWAY DESIGN
HYDRAULICS
TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN
ENGINEER
ENGINEER
CIN41SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
KimleylMorn
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
GRADE STREAM TO TIE INTO
BOTH THE PROPOSED AND
EXISTING PIPE ENTRANCE
EST 25 TONS CLASS I RIP RAP
EST 45 SY GFD
SEE DETAIL 2 "SHEET 2D-1
FOR INLET GRADING DETAIL
ism
REMOVE EXIST CONC DITCH
UP TO STA 52+00 -Y- AND "m / y�c
TIE EXIST CUT DITCH �Xj /
TO CONCRETE DITCH /
C C C
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- =:T�= -T�o-_T
0.625" WALL
DOCUMENT NOT CONSIDERED FINAL
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INSTALL HEADWALL
NCDOT STD 838.01
231'IF
- F- - � _ F F CAT-1 c _
6 -
R��
P_f_.
C C —
WOODS C C
-BEGIN SBG INV=295.
9 .29'
AT STA. 48+45 -Y-
TIE TO EXISTING CLASS 'B' RIP RAP
EST 3 TONS
�R/W MDN Elp I.q R/1y MD EST 10 SY GFD
TO R/ Ex¢Tw R/ C END SBG
\—
AT STA. 53+00 -Y-
CLEAN OUT EXIST 18" J o
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EST 3 TONS + y-
EST 10 SY GFD (V LC
LLT Z +
titiJ
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CCP CONCOURSE LLC �I ILL I
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INV=293.29'
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OUT PIPE OUTLET
v ZZzzef -z�ADD CLA`•
za�ZEST 2 TONS
/zO ARTNERS, LuC FD
ei� INV=286.07'
SEE SHTS. 20 THRU 23 FOR —Y— PROFILE
SEE SHT.24 FOR —RPB— PROFILE
SEE SHT. 25 FOR —RPC— PROFILE

i
r LEGEND PERMIT DRAWING
r SHEET 8 OF 11
ALLOWABLE IMPACTS ZONE
®
/
1223 Jones Franklin Rd.
ETHERILL Raleigh, N.C.27606
EN INEERING License No. F-0377
Bus: 9198518077
Fax: [phone]
PROJECT REFERENCE NO.
SHEET NO.
/-5700
RW SHEET NO.
ROADWAY DESIGN
DES
HYDRAULICS
TRANSPORTATION PLANNING/DESIGN- BRIGGE/STRUCTURE DESIGN
ENGINEER
ENGINEER
ALLOWABLE IMPACTS ZONE 2
CI ­/SITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION
/
�
Kimley�>>Horn
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
�p0
/ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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El
I
J B WILKINSON El
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DRAINAGE BY OTHERS %U Y �m RAINAGE BY ®TR%\m
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/ \ \ -11E8- / \ CLASS 'B' RIP RAP F F FCLASS 'B'RIP P EST 3 TONS - `/,, 'Y / ASS 'B' RIP RAP
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/
A NORTH CAROLINA CORPORATION
NORTH
EGTER AN
ELEV.
CUL1
767044.51
205601fSERIA8B
RREL281.95
CUL2
767037.12
2056 sW'
281.84
CUL3
767036.93
2056444.04 CHANIftIMP16VE
CUL4
767029.98
2056451 .96
LA"s §lq 4P7W
CUL5
767029.70
2056452.41
CUL6
1 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°-1 505 0 � �0 100
■� i
/ PLANS
/ SEE SHTS. 20 THRU 23 FOR -Y- PROFILE
SEE SHTS. 25 & 26 FOR -RPD- PROFILE

LEGEND
PERMIT DRAWING
1223 Jones Franklin Rd. PROJECT REFERENCE NO.
SHEET NO.
SHEET 9 OF 11
ETHERILL Raleigh, N.C.27606 /-5700
EN INEERING License No. F-0377
/2
® ALLOWABLE IMPACTS ZONE
Bus: 9198518/07 RnN SHEET NO.
Fax: [phone]
ROADWAY DESIGN
HYDRAULICS
TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER
ENGINEER
CI ­/SITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION
ALLOWABLE IMPACTS ZONE 2
KimIey�>>Horn
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�p0
RALEIGH-DURHAM
AIRPORT AUTHORITY
RALEIGH-DURHAM
AIRPORT AUTHORITY
MDNIfIAENT ........... ........... .............
BM2 ELEVATION = 326.22
N 766801 E 2057265
e=""e""WTP BL STATION 32.66.00 167 LEFT
/ F NAIL w/TAG
ip fS
,0 INSTALL HEADWALL
NCDOT STD 838.27
/ AND TIE PROPOSED HW
TO EXISTING HW BY OTHERS
DINLEI EIAIL
pl c�
ISEE
FOR GRADING
GRADE STREAM TO TIE INTO
+sH
/
1-79.32
irLTT'
NU ENT
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BOTH THE PROPOSED AND DRAINAGE BY OTHERS ; 8645.50
_
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/ 1
SITE 4 DRAINAGE BY OTHERS
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DRAINAGE BY OTHERS
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DRAINAGE BY OTHERS
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THE CO�INTY
F
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LATERAL 'V' DITCH WAKE GATEWAY, LLC
CLASS 'B' RIP RAP
OF FAKE
W/CLASS I RIP RAP
EST 3 TONS
EST 10 SY GFD
EST 45 TONS
JS EST 60 SY GFD
SEE DETAIL 8/SHEET 20-1
REPAIR EXISTING OUTLET
CLASS II RIP RAP ON BANK
CLASS II RIP RAP COUNTERSUNK IN STREAM BED
SUPPLEMENT WITH CLASS I RIP RAP AS NECESSARY
EST 80 TONS CLASS II RIP RAP
\
EST 115 SY GFD
SEE DETAIL 22,SHEET 2D-1
GRAPHIC SCALE
\ 50 25 0 50 100
PLANS
\
SEE 2 F
S SHTS.20 THRU 3 O
R -Y- PR FILE
O

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
TYPE
ALLOWABLE
MITIGABLE
BUFFER
REPLACEMENT
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft2)
TOTAL
(ft)
ZONE 1
(ft2)
ZONE 2
(ft)
TOTAL
(ft2)
ZONE 1
(ft)
ZONE 2
(ft2)
1A
17+08/17+61 -L- (RT)
Scour Hole Stabilization
X
634
0
634
1 B
17+85/18+40 -L- (RT)
Bank Stabilization
X
261
195
456
2A
28+93/29+46 -L- (LT)
Channel Improvements
X
2889
2889
2B
31+68/32+90 -L- (LT)
Proposed Fill Slope
X
1108
50
1158
3A
32+90/34+46 -L- (LT)
3 @ 10' x 10' RCBC Extension
X
4098
919
5017
3B
33+42/33+92 -L- (RT)
Bank Stabilization
X
1357
367
1724
3C
33+58/34+46 -L- (LT)
Proposed Fill Slope
X
1348
1929
3277
4
4B MEETING SITE NOT IN BUFFER ZONE
4A
JS NOT SUBJECT TO BUFFER RULES
4B
14+14/14+70 -RPD- (LT)
Bank Stabilization
X
605
414
1019
5
13+42/15+03 -RPA- (LT)
Proposed Fill Slope
X
2867
1390
4257
5A
15+03/15+68 -RPA- (LT)
Bank Stabilization
X
1699
1753
3452
5B
REMOVED DUE TO DESIGN CHANGE
5C
51+23/52+50 -L- (RT)
3 @ 12' x 12' RCBC Extension
X
9315
1967
11282
5D
54+05/54+89 -L- (LT)
Scour Hole Stabilization
X
2009
1115
3124
5E
57+00/59+65 -L- (LT)
Proposed 12' x 10' RCBC
X
9400
3633
13033
6
JS NOT SUBJECT TO BUFFER RULES
7
JS NOT SUBJECT TO BUFFER RULES
8A
28+40/29+25 -Y3- (CL)
Channel Fill
X
4932
4741
9673
8B
4B MEETING SITE NOT IN BUFFER ZONE
9
52+69/53+84 -Y- (LT)
Bank Stabilization
X
3303
2362
5665
10A
86+73/88+54 -Y- (RT)
3 @ 9' x 8' RCBC Extension
X
4014
2654
6667
11
98+97/100+37 -Y- (RT)
Scour Hole Stabilization
X
3629
1937
5566
11A
100+40/101+90 -Y- (LT)
Bank Stabilization
X
3478
2449
5927
12
JS NOT SUBJECT TO BUFFER RULES
TOTALS":
42223
20873
63096
14723
7002
21725
0
0
NOTES:
1-5506 Permit Sites have already been permitted and do not contribute to the total buffer impacts for 1-5700.
1-5506 Permit Site 4 (48" CMP)
Allowable Zone 1 Impacts: 4150 SF
Allowable Zone 2 Impacts: 418 SF
Total Allowable Impacts: 4569 SF

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
SITE
NO.
STATION
(FROM/TO)
ZONE 1
(ft)
ZONE 2
(ft)
3B
33+61/33+85 -L- RT
177.24
52.74
8A
28+37/28+94-Y3- LT
803
1374
10A
86+81/88+74 -Y- (RT)
322
1062
(TOTAL: 1 1302 1 2489 1
(Revised 2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5/2/2019
WAKE
I-5700
50118.1.FS1
SHEET 11 OF 11
Rev.Jan 2009