20200349 Ver 1_08_BlueRidge_ImpactDrawings_20200306

0
t
0
N
Ln
GRAPHIC SCALE
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
DESIGN
ADT 2020
ADT 2040
PERMIT DRAWING
SHEET 1 OF 4
BEGIN CONSTRUCTION
-L- STA 10 + 41.08
THE
PROJECT REFERENCE NO. SHEET NO.
ES -2018 -04 /
DOCUMENT NOT CONSIDERED FINAL
CITY OF RALEIGII UNLESS ALL SIGNATURES COMPLETED
IN(OMPL ET E PLANS
DO NOT USE FOR 1RW ACQUISITION
ENGINEERING SERVICES DEPARTMENT
THE DESIGN AND CONSTRUCTION DIVISION
7,500 VPD
12,000 VPD
RUFFIN
BLUE RIDGE ROAD (SR 1670)
WIDENING PROJECT
CITY PROJECT NO: ES-2018-04
FROM DURALEIGH ROAD (SR 1664) TO
HALL
CITY MANAGER
STREAM
C RABTRE E VALLEY AVENUE
PACTS
TYPE OF WORK: WIDENING, GRADING, DRAINAGE, PAVING,
CULVERT, SIGNALS, SIDEWALK, AND SIGNING
Posted = 35 mph
Speed
NANCY McFARLANE
MAYOR
&O1 T /T7 T'
TF
G G'o'
END PROJECT
END CONSTRUCTION
-L- STA 114 + 18.00
3 @ 8' X 11' RCBC
14' X 10' RCBC
PLANS PREPARED FOR
THE CITY OF RALEIGH BY:
Ki'mley))Horn @2019
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]

PERMIT DRAWING
SHEET 2 OF 4
O
O
41
N
Ln
DETAIL 1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND— — —
FROM
STA.
2 8 + 65
TO
STA.
2 9 + 90
—L—
LT
FROM
STA.
30 + 35
TO
STA.
30 + 85
—L—
LT
FROM
STA.
39 + 50
TO
STA.
43 + 00
—L—
LT
FROM
STA.
49 + 25
TO
STA.
51 + 00
—L—
LT
FROM
STA.
90 + 15
TO
STA.
95 + 20
—L—
LT
DETAIL 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 of Fill
Ground ? J 3 ��e< Slope
d �. D Fla
Geotextile B
Min. D =1.5 Ft.
Max. d =1.5 Ft.
B = 5.0 Ft.
Type of Liner= CL-1 Rip -Rap
FROM STA. 112 + 65 TO STA. 113 + 50 -L- RT
6" ° fL0.06 0.00
7"
7"°
0.06
6„ ° °0.06 0.02 \
7"
0.06
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural ny1 ae< Fill
Ground 3• J ��a�� D Slope
1 Min. D = Ft.
FROM
STA. 43 + 00
TO
STA. 46 + 30
-L-
LT
FROM
STA. 51 + 00
TO
STA. 51 + 95
-L-
LT
FROM
STA. 84 + 25
TO
STA. 85 + 80
-L-
RT
FROM
STA. 74 + 60
TO
STA. 76 + 00
-L-
RT
DETAIL 8
TOE PROTECTION
( Not to Scale)
Natur
Groui
d=1.�
b=3.V
Type of Liner= CL-B Rip -Rap
FROM -L- STA. 75 + 35 TO STA. 76 + 50 LT.
FROM -L- STA. 84 + 50 TO STA. 86 + 00 LT.
DETAIL 7
SPECIAL 6% BACK CURB
(NOT TO SCALE)
6" ° ° 06 0.04 \
7"
0.06
6" 0.06+ \
7"
7"
0.06
FROM
STA. 13 + 50
TO
STA. 17 + 25
-L-
LT
FROM
STA. 50 + 00
TO
STA. 52 + 00
-L-
LT
FROM
STA. 56 + 50
TO
STA. 57 + 50
-L-
RT
FROM
STA. 65 + 70
TO
STA. 68 + 00
-L-
LT
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
DETAIL 3 "
FALSE SUMP ono
( Not to Scale)
Outside Ditch
Traffic Flow
2 I'
�S—
S = Ditch Slope
ll� Proposed Ditch
FROM STA. 51 + 97 TO STA. 52 + 12 -L- LT
FROM STA. 94 + 77 TO STA. 94 + 92 -L- LT
DETAIL 9
RIP RAP AT EMBANKMENT
( Not to Scale) Ordinary High
10'min.
Water Mark
[/_
Pipe outlet 1.0'2.0'
min.
GEOTEXTILE Stop Rip Rap
and Geotextile
at Ordinary High
Type of Liner= Class II Rip Rap Water Mark
STA. 111 + 50 —L— (LT)
D ETAI L 4
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND
FROM STA. 38 + 00 TO STA. 39 + 50 -L- LT
DETAIL 10
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground n5 Ground
d D
Geotextile B f Min. D =1.5 Ft.
Max. d = 2.0 Ft.
*When B is < 6.0' B = 3.0 Ft.
Type of Liner= CL-1 Rip -Rap
AT STA. 111 + 50 LT.
DETAIL 12
CONCRETE DITCH
BEHIND RETAINING WALL
( Not to BONDaIe)
RETAINING
WALL BREAKER
NATURAL
GROUND
rx Min. D = 1.0'
B = (1.0')
FROM STA. 13 + 55 TO STA. 15 + 00 -G2- (LT)
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural A o� � Fill
Ground 2. J F����e Slope
D
IMin. D = Ft.
FROM STA. 79 + 30 TO STA. 80 + 95 -L- LT
FROM STA. 10 + 00 TO STA. 11 + 70 -Y14- RT
DETAIL 11
BERM BASE DITCH
( Not to Scale)�y
I I
Natural 1 GRNWY
Ground 2 D
O�
B
Min. D=1.0 Ft.
B = 1.0 Ft.
b =1.0 Ft.
FROM -G2- STA. 15 + 00 TO STA. 15 + 50 LT.
DETAIL 13
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural o� Fill
Ground 2. J D 3 `a'\\el Slope
F
B Min. D =1.5 Ft.
B = 5.0 Ft.
FROM STA. 113 + 50 TO STA. 113 + 95 —L— RT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DRAINAGE DETAILS I ���I OT iIFvA YT��,A
_'R 'iJE:T.
JCB NUMBER:
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:

PERMIT DRAWING
SHEET 3 OF 4
O
O
C)
N
SITES
-G2- PC , Sta. 20 +06.00
UND
\ G2 PC Sta I9 +38.03
,3/
-G2- PT Sta 18+96.85 c
P� m
-G2- PC Sta. 18+48.65 \ \ \
SITE 3 / ,� F " 55 \ m
C),G2 C y c
RCP / C \ \
s
-- ; -G2- PRC Sta 16 +19.16 ' \
102- PC Sta 14 37.59 /
PUE ���� F - F SITE 4 y \
c_ - - - - - c EPUE E r -Y2/ _ PC � St l5 +35.09
S N \ \
-Y20 - PT Sto. 10 +43.61 R '' 8„ - - - - s -G2- PT Sto. 17+45.14 \
O - D ss
\ \ \\
_ _ + _ N P Ro -Y20 - PC Sta l0 +0 .00 Q 8:: ss \ >
L POT to. l04 58.60 P -L - PT Sto. +28.90 \\
-Y20- PO to. 11+00.00 v/ - \
T 0 = 12
90° RETAINU�ICRWA\L -
3 -L POT Sto.106 +60.69 = �;/ ��- \ \ ►�
G2 POT Sto. 13+I1.97 c
} - Q ' Tee
- 45 / \. F �TB TB TB S f - �r ,�
E /
�TB --- TB $f T-_.-�Sf� -�T�� �� F
OR T� 10" CONIC RI �6 S[ S �T f
�6 JS -TB-TB
Q
Al J$ g '� SIP i
CC PU je �TB- �_-TB TB TB - LlJ T'C'E�/
RCP = r^ E � --- i L " Q �' a' S g �Sf g �5: fG' F �C� _TE � (� p. S�� F. PEE TE�' FPSE- �PsE
J �� PS-E P&E
� � - - - • � PEE p S{ - E ��� . ��'
, v i
F IP
\ E iw C E S
RCP R - _ - _ F C -- ----- - ---- _ ----
---- -- -
I5" RCP •� �_
- - - l- ETF ---- -- xI�
r,° -
_U - - - - - - - - - -
��ZZI,•. - -- .. --..-..-..-. .. -.. - WL -- -- � - •�
8" RCP = .. .. .. - - - .. - • - - - . ;. .. R/W EXIST •�
AP
►'�E IST R w F - - - - - F= -
-rF� C /f -\- - - -
o R - -ETF RAP - 6„ RCP . - _ • • p-' p4 EIP P
WE�c� G S -
FD F S F PD P E �Q� -L - P T Sta. 1/ '+36. -
�--G2-- -
� PT Sto. 12+52.77 � �a T cE i
• / s T o � �. - �� 9%O011.2"a /5 +118
_ _ -G2 - PRC Sto. l2 +34.49 ! C �F w A Y - �' - -
+ �f
L PT Sta l04 55.26 . � :, R � i �z, �- i• E
F -L - POT Sto. 108 +35.66 = / - P ARK
END BRIDGE W -Gl - POT Sta.14+35.00
-G2- PC Sta. 11+92.09 A = ll5°
wo RETq �Nc w
A
0
0
MARO AT
CRABTREE
LUNG CANCER 5_1 �l-
�;�; ••:• _,. ./ /.�. A INITIATIVE OF
F �\ ) NORTH CAROLINA -L- PC Sto. //0+04.29 / _E�
3
ci � • •' F , . '• �' • � BLUE RIDGE RD
c -Gl - o.1+6/.60 (SR 1670� S U M M I T \\
,
� PARK
-
BEGIN BRIDGE F /F / • ��• ' ` rY- �.,� I / E
. F G E / Y2/ POT Sta 17+75.00
-Y2/ - PT Sto. 17+48.13
-Y2/ - PCC Sta. 16 +42.02
-G2- POT Sta. 11 +12.09 .
•� F. ,,. \ P Noy EEN SITE 2
SITE I -Gl - PC Sta. 12 +62.45
MARSHALL L '
MEMORIAL FPS
PARK I i -Gl - PT Sto. 11 +48.76
• -Gl - PC Sta. 10 +48.34
•F
LEGEND
DENOTES PERMANENT IMPACTS X, Zz -G2 - PT Sto. l0 +45.25
�
IN SURFACE WATER � BEGIN CONSTRUCTION
(BANK STABILIZATION)
-Gl - POT Sta. 10 +10.34 = \
DENOTES PERMANENT IMPACTS -G2- PC Sta,10+10.34
IN SURFACE WATER (CULVERT)
®DENOTES TEMPORARY N 190 18' 3.8" E
IMPACTS IN SURFACE WATER -Gl- POT Sto. 10+00.00 =
-G2- POT Sta l0 +00.00 X
- • • - .. _ DENOTES LIMITS OF
DISTURBED AREA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo _'R',"):IE:�T.
20 40 BLUE RIDGE ROAD WIDENING
INC LICENSE #F_°'02 PERMIT DRAWINGS O
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 IN�O�VUPLETFi CO1.AIT
RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR RW ACQUISITION
This document, together with the concepts and designs presented herein, as an instrument of service, is RALEIG ,NOR919) 7HCAR STREAM IMPACTS
intended only for the specific purpose and client for which it was prepared. Reuse of and improper im e >)) Horn I PHONE:
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 20I9 0 1 1063094

O
O
I
C)
N
PERMIT DRAWING
SHEET 3 OF 4
-Si
TE _
—�� C
-G2 PC Jta• 20 +06.00
-
/
- - - - - /
------------ e UND
41
�/ G2- PC Sta 19+38.43'
, �' C
PT Sta. l 96.85;=c
- // / / �/ / / �/ / / / J
------ / /i� ��' j / v i t S
/ / / /
-- -- - ,�0, /, , // C -
/
/
_ _ / /
G2 PC Sto +48� l8 5 � - �
—foo — — — — — — �'�'"/� \ ',r" SITE
C)
V - - - - - r 295 — — _ �=5 , ��/ / / , / , i / / ��/, / / ///,, ,// / / //. /n� / /eS
/ ' / 0
, ,) / /_ / / / /�/ / /i//%�/ C / �� "l
it ' ' / / // i
� , i//, ,,/
` V/ice%� i / ems- �� / _ , j �, ////�� ��/,//i /, A �� /��F�- / / / I A>m ✓ , 111 �� _.
/
CRABTREE c- / I ,
N PC S 3 591
ta 14+ 7
_ _ _ SITE
T
- - /
' Y2/ P� eta.
SE
-Y20 - PT Sto. 10 +43.6/ = ' " - - , ' - , % _ ; �- - - , ,,,, , - �� - - = _ %' - - - = ' /
r
9 _ _ ; , _ / / 8' - G2 T—Sto. t 45.14
gO-Ne7 9
I \
_,
-' -Y20 - PC Sto. l0 .00 _s - o
-L- 0 � 504 58.60 = ,,,';= 1 �, -, - �-sto. +28.90
I
�3 - -Y20 POT ta. 11+00.00 ��' ,'/ ''Q '�•`' '/ - ,l / l ' _ (.� f I �) /� �(/�
°O Q = 90' _ _ ' / / /, 7 c Hoch
/ TAIN/� WAU �+
POT Sta. l06 60.69 - �; J _ , , ,' / l , ►�
/F , , fit/► /- _ _ , - - _ _ _ - - - - - - - _ _ -_ / / �,� / 0
� / rem �P-S
c13+11.97
—
—BSI / 2
Za r
Tg
Rc)o *C FA�� FPSE
PEE - PSE� - _ _
F
�r — =�d5" RAP T % - -- / - -
— / \ -
- -- ---- -— .—.
/--------- - --— — — — — — �T�•
5
I
- J -- - - -- --- — — -
-- -
. .. . .. //z/z 094-� ,
Z114Z
ST
—-—------ — — — —— —-—- _ _ — �'T R/W / E
IF
w- - - ,--- - - ---- -
' -,€� _ C / /F ETF� S�� /�F — - RAP , - =c_ -- _ _ — •) / i%�,% _ - • — — —
_ _ _ _ pp
' V�� E—�TCE
-- p
�,; ,.1; =G _ - PT StogyL - - - -TCp C _�-,POC Sto• ++
P E ,
/ _ E - 2/
L POT Sta ll4
�&C SW v)�I A / /// / I I � // ��� �''' ' ' _ - STO /� I /. � ` - - - - - - - / -„ , / ` - - � � - 9/�©, /.2
- �,�G� ; - - �6�. l2 +34.49 C F ��: w A Y-
__.- -L- PT, S .1Q4,55 6� --- - = / /J.
zz
2 �'(—L-I
Gl POT St l4 3 0
35.66
END BRIDGE - - - -
__-- - _ - t+
1150
_7/1
_ cam-0or- -
'�
LUNG CANCERFri
/ -
I ' OF
/-'��1�(�, iG''A' \ \ 11 III//��/� \`� �ii �ii '/__'C'// // / �\ �. // / � // � %\"/♦ / \� INITIATIVE OI �-\ �' / '�'' �
.:_V- - -'
I /ice'/; 11 j�1 -1 j/ ��-/ /%/ �� , / .�0 � _ �" , // / , - ♦ F �: O+G
RTH CAROLINA
i O
L PC Sto. 11 4.29
2
/
BLUE RIDGE
. M �.
� Gl 60 (SR
_ / PARK
�
BEGIN BRIDGE / / F F Y21POTSta.5.00
A(Lip
7- _ -
2Y2/ - PT Sto• 17+_240--G2 POT Sta. 11+12.09,SITE� 48.131 E �
o � SHALL/ -Y l- P
CC St -
a. /6 +42.02
14
MEMORIAL'P
-� �o / _ P A R K `/ /F - - ta. 11 +48.76
loe-Gl Pl. Jta.10+48.34
-G2 - PT Sta. 10+45.25
/I
DENOTES PERMANENT IMPACTS _ , ' ` I\I / / ' / ' \ _ \ ��/b -
IN SURFACE WATER
(BANK STABILIZATION) BEGIN
CONSTRUCTION
-Czl - POT Sta. l0 /0.34 = - , , i - �� _ _ = - / / Q)
DENOTES PERMANENT IMPACTS �- -
G PC Sta- l(� 10.34
IN SURFACE WATER (CULVERT) �
DENOTES TEMPORARY _ - - / 1/'/ ri'
® _ - /
IMPACTS IN SURFACE WATER -Gl- POT Sta. 10+00.00 ' / ' / , ' �\ '/ / /' �, ( / s
-G2- POT Sta. 10+00.00 ; / i/ I' ��_ -���
DENOTES LIMITS OF
- - DISTURBED AREA
_ - / // / �i�� i / - v '/
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo -'F "JJE:�T.
INC LICENSE 2
20 40 BLUE RIDGE ROAD WIDENING
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: >))
421 FAYETTEVILLE VILLE STREET, SUITE 600 PERMIT DRAWINGS IN�MPLETFi PLA�1O
This document, together RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR RW ACOUISITION
im e
r r
with the concepts and designs presented herein, as an instrument of service, is PHONE:[phone] STREAM IMPACTS
intended only for- the specific purpose and client for which it was prepared, Reuse of and improper -
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc, BER: SHEET NUMBER: �oB NUM
Copyright Kimley-Horn and Associates, Inc., 2019 0 1 1063094

SUMMARY TABLE (STREAM IMPACTS)
SITE NUMBER
BANK STABILIZATION (P)
CULVERT EXTENSION (P)
TEMPORARY (T)
ACRES
LINEAR FT.
ACRES
LINEAR FT.
ACRES
LINEAR FT.
1
0.0228
143
0.0000
0
0.0000
0
2
0.0245
112
0.0010
6
0.0117
43
3
0.0161
41
0.0052
15
0.0124
69
TOTAL
0.0634
296
0.0062
21
0.0241
112

0
t
0
N
Ln
GRAPHIC SCALE
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
DESIGN
ADT 2020
ADT 2040
PERMIT DRAWING
SHEET 1 OF 4
BEGIN CONSTRUCTION
-L- STA 10 + 41.08
THE
PROJECT REFERENCE NO. SHEET NO.
ES -2018 -04 /
DOCUMENT NOT CONSIDERED FINAL
CITY OF RALEIGII UNLESS ALL SIGNATURES COMPLETED
IN(OMPL ET E PLANS
DO NOT USE FOR 1RW ACQUISITION
ENGINEERING SERVICES DEPARTMENT
THE DESIGN AND CONSTRUCTION DIVISION
7,500 VPD
12,000 VPD
RUFFIN
BLUE RIDGE ROAD (SR 1670)
WIDENING PROJECT
CITY PROJECT NO: ES-2018-04
FROM DURALEIGH ROAD
HALL
CITY MANAGER
1664) TO CRABTREE VALLEY AVENUE
BUFFER IMPACTS
TYPE OF WORK: WIDENING, GRADING, DRAINAGE, PAVING,
CULVERT, SIGNALS, SIDEWALK, AND SIGNING
Posted = 35 mph
Speed
NANCY McFARLANE
MAYOR
SITE
TF
G G'o'
END PROJECT
END CONSTRUCTION
-L- STA 114 + 18.00
3 @ 8' X 11' RCBC
14' X 10' RCBC
PLANS PREPARED FOR
THE CITY OF RALEIGH BY:
Ki'mley))Horn @2019
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]

PERMIT DRAWING
SHEET 2 OF 4
O
O
41
N
Ln
DETAIL 1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND— — —
FROM
STA.
2 8 + 65
TO
STA.
2 9 + 90
—L—
LT
FROM
STA.
30 + 35
TO
STA.
30 + 85
—L—
LT
FROM
STA.
39 + 50
TO
STA.
43 + 00
—L—
LT
FROM
STA.
49 + 25
TO
STA.
51 + 00
—L—
LT
FROM
STA.
90 + 15
TO
STA.
95 + 20
—L—
LT
DETAIL 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 of Fill
Ground ? J 3 ��e< Slope
d �. D Fla
Geotextile B
Min. D =1.5 Ft.
Max. d =1.5 Ft.
B = 5.0 Ft.
Type of Liner= CL-1 Rip -Rap
FROM STA. 112 + 65 TO STA. 113 + 50 -L- RT
6" ° fL0.06 0.00
7"
7"°
0.06
6„ ° °0.06 0.02 \
7"
0.06
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural ny1 ae< Fill
Ground 3• J ��a�� D Slope
1 Min. D = Ft.
FROM
STA. 43 + 00
TO
STA. 46 + 30
-L-
LT
FROM
STA. 51 + 00
TO
STA. 51 + 95
-L-
LT
FROM
STA. 84 + 25
TO
STA. 85 + 80
-L-
RT
FROM
STA. 74 + 60
TO
STA. 76 + 00
-L-
RT
DETAIL 8
TOE PROTECTION
( Not to Scale)
Natur
Groui
d=1.�
b=3.V
Type of Liner= CL-B Rip -Rap
FROM -L- STA. 75 + 35 TO STA. 76 + 50 LT.
FROM -L- STA. 84 + 50 TO STA. 86 + 00 LT.
DETAIL 7
SPECIAL 6% BACK CURB
(NOT TO SCALE)
6" ° ° 06 0.04 \
7"
0.06
6" 0.06+ \
7"
7"
0.06
FROM
STA. 13 + 50
TO
STA. 17 + 25
-L-
LT
FROM
STA. 50 + 00
TO
STA. 52 + 00
-L-
LT
FROM
STA. 56 + 50
TO
STA. 57 + 50
-L-
RT
FROM
STA. 65 + 70
TO
STA. 68 + 00
-L-
LT
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
DETAIL 3 "
FALSE SUMP ono
( Not to Scale)
Outside Ditch
Traffic Flow
2 I'
�S—
S = Ditch Slope
ll� Proposed Ditch
FROM STA. 51 + 97 TO STA. 52 + 12 -L- LT
FROM STA. 94 + 77 TO STA. 94 + 92 -L- LT
DETAIL 9
RIP RAP AT EMBANKMENT
( Not to Scale) Ordinary High
10'min.
Water Mark
[/_
Pipe outlet 1.0'2.0'
min.
GEOTEXTILE Stop Rip Rap
and Geotextile
at Ordinary High
Type of Liner= Class II Rip Rap Water Mark
STA. 111 + 50 —L— (LT)
D ETAI L 4
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND
FROM STA. 38 + 00 TO STA. 39 + 50 -L- LT
DETAIL 10
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground n5 Ground
d D
Geotextile B f Min. D =1.5 Ft.
Max. d = 2.0 Ft.
*When B is < 6.0' B = 3.0 Ft.
Type of Liner= CL-1 Rip -Rap
AT STA. 111 + 50 LT.
DETAIL 12
CONCRETE DITCH
BEHIND RETAINING WALL
( Not to BONDaIe)
RETAINING
WALL BREAKER
NATURAL
GROUND
rx Min. D = 1.0'
B = (1.0')
FROM STA. 13 + 55 TO STA. 15 + 00 -G2- (LT)
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural A o� � Fill
Ground 2. J F����e Slope
D
IMin. D = Ft.
FROM STA. 79 + 30 TO STA. 80 + 95 -L- LT
FROM STA. 10 + 00 TO STA. 11 + 70 -Y14- RT
DETAIL 11
BERM BASE DITCH
( Not to Scale)�y
I I
Natural 1 GRNWY
Ground 2 D
O�
B
Min. D=1.0 Ft.
B = 1.0 Ft.
b =1.0 Ft.
FROM -G2- STA. 15 + 00 TO STA. 15 + 50 LT.
DETAIL 13
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural o� Fill
Ground 2. J D 3 `a'\\el Slope
F
B Min. D =1.5 Ft.
B = 5.0 Ft.
FROM STA. 113 + 50 TO STA. 113 + 95 —L— RT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DRAINAGE DETAILS I ���I OT iIFvA YT��,A
_'R 'iJE:T.
JCB NUMBER:
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:

O
0
O
N
N
Liji
I
IF • � \
SITE 5 �•.� \ \ \ \ -
-G2- PCC Sto. 20+06.002 \ \ \ \
UND
5 65
-G2- t + 6„
G2 C S a l9 38.03 S
-G2- PT Sto. I8+96.85 rd�
C
-G2 - PC Sto.18 +48.65
SITE 3 ` F 1 "5 0xC
\ \ \\ \
RCP i C
-G2- PC Sto.14+31.59 -G2- PRC Sto.16+19J6
\ \ \ \ \\
u — e � iE SITE 4 H Y21- PC t 15 +35.09 Q \\
F E S ' -G2- PT Sto.17+45J4 Va�
Bz 2 Aj
4) -L- PT Sto. +
E SS28.90 'c \
-41
c��e�,.
TB�T S(T— 41
5 \
RETAINING WALL �� S[ S( S TB \: �' • \
10" GOING BLOCK �TB �-
7777777
JS- -- JS-
_ '
PU o lg `S (8 ,,$� TB TB g TB �.�-•T•C•E-r'�E-�'� /
T6� -L S PEE PSrE— FPS —
TF --- -
WIL
O/F
---
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12' WILModommaRI RA P
8"RCP - — wn
ST R/W EXIST
12" PC
R/W -- -- P
►SSE ,
EIP
RAP RCP / . � • O l
F — _ — — •�
—
flINE�._Q ,ODE eti 2 � — — -� PBE � F TCE
P E AP � E � _
- -G2 - PT t 1 + 77 T CE T CE��� / -L - P T Sto. -
/ -Y2/ POC ,Std. 15
+8
-L- PT Sto.104+55.26 -G2- RC Sto.12+34.49 / iE _
� L POT Sto.108+35.66 I P /
END BRIDGE /. G/_POT Sto.14+35.00 �� )) j o�
G2_PC Sto. 11+92.09 ,. , ,� ,� • 0 = ll5 yp
wo RE / �� �� �� ti / LUNG CANCER m1
I�
�ANN6 SITE 1 - T ti Y / !• INITIATI E OF \ m �t—
Wq�
NORTH CAR _
—� � • • � •F � -L - PC Sto. 110+04.29 / E
°
BLUE RIDGE RD
LEGEND Bz •�. l -Gl- o.l +61.60 (SR 1670) s�MMIT \
/ PARK
PERPENDICULAR ROADWAY ZONE 1 F • /• �� ���� �0� _Y21 _ POT Sta. 17+75.00
PERPENDICULAR ROADWAY ZONE 2 F �` •! • • - - PS°^ 0�7� ENS` SITE 2
A _
� —�� � • • � �. � ,v ��y� N RE
TEMPORARY ROADWAY ZONE 1 ti I , , ��
L � � , Pi -GI PC Sto. 12+62.45 -Y2/ - PT Sto. 17+48J3
ARS H A L v �F -GI- PT Sto. 11 +48.76
M -Y2/- PCC Sor 16+42
PARALLEL ROADWAY ZONE 1 0 L RK .,� ��� pF REGI BRIDGE
PARALLEL ROADWAY ZONE 2 �F •' -G2- POT Sto.11+12.09
UTILITY ZONE 1
-G1- PC Sto.10+48.34
F
UTILITY ZONE 2 -G2- PT Sta. 10+45.25
BEGIN CONSTRUCTION
GREENWAY ZONE 1 -Gl - POT Sto. 10+10.34 =
I
GREENWAY ZONE 2 -G2 PC Sto.I0+10.34
N 19°I8' 3.e E
STREAMBANK STABILIZATION ZONE 1
-GI- POT Sto. 10+00.00 =
STREAMBANK STABILIZATION ZONE 2 -G2- POT Sto. 10+00.00
DENOTES LIMITS OF DOCUMENT NOT CONSIDERED FINAL
DISTURBED AREA UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo R,"iJET.
20 40 BLUE RIDGE ROAD WIDENING
INC LICENSE VILLE 2 PERMIT DRAWINGS
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: >))
421 FAYETTEVILLE STREET, SUITE 600 I�i�OD'IPLETE PLA�1$
RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR RW ACQUISITION
im e
This document, together with the concepts and designs presented herein, as an instrument of service, is PHONE: [phone] BUFFER IMPACTS
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2019
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 20I9 0 1 1063094
PERMIT DRAWING
SHEET 3 OF 4
0
0
MARO AT
CRABTREE
-Y20 - PT Sto.10 +43.61
Zp-GE pR
P RID -Y20- PC Sto. 10+0 .00
-L POT to.104+58.60
-Y20 - /APO to. 11 +00.00 1211
T 0 = 9V RETAIg0LvA\L
co�j -L - POT Sta. 106+60.69 =
/// / -G2- POT Sto.13+11.97
�F 0 = 45"
R N
\ n
S 18" RC m _ i4. U
3 / PJ
„ RCP E /w �'�� vE F
15" RCP — —
oil
•` '� '.

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REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc., 2019
PERMIT DRAWING — — — _ —500/ _ f, / �.° I I�i'I I
SHEET 3 OF 4 — _ / / iy i a (� J c I 11����'N
/ ✓ i/ 6� //� / J I /� / i i i I . � o
/� /�/� / 1 ' � /% ��/ i / /j/�i j / / ✓ - r -
SITE 5
-G2- Ppp Sta 20+06.00'
777 // �� / i UND
- - PC Sta.l +
/X
— ,�,�
-G2 PT Sta. 18+96.85 '
G2 - PC Sto. 18 +48.65 - i// /
— — — — — — — — — = �/ // / ///i // // /i / / ' /// —�c� v
SITEI J/ / / / / / // / /% / -
/ // / 90 /� �C, i / 1V1 5
Ilk
Ile
MAR 0 AT
CRABTREE =: � -- �
eee
— ran PC Sta./ ♦ \ / / \\
3
401
SITE m� 4
-Y21- -P to. 15 +35.09 _ Q
- -Y20- PT Sto.10+43.6/ ���� - 5 - , v v / // / // // /// / 11 = _ _ v �� I
/ / / -
- _ -G2- PT—Sto. jf+45.14 0 I
�(
oN�,sW�`(- l
v P -Y20- PC Sto. 10+0 .00//� - - Bz 2— /
�o
+ _ N/ / /
-L POT to: l04 58 / / �Q / — /i / /� / / l - ti f B 2 _ y / i/ �L T
//ti / - , r / sta.
T � — 90' ll+ , / r TAIN lIU S/E ) Z /
-Y20 - P0� _ ta.
�� v / WA�� y _ �// /ll /// / S �20
-L - POT Sta.10+6�.6�9 r
,
09-0
10" CON� BLOCK —'' — _ = �Sf tip--7) 15 �T F♦
R-PTAININ,C- ire n rc ''_ _ — 75S — - U �e �B — J
_ . --— — -- — — — Sty — \ �£E f CF------ T'C� v
/J
n
_ - . - - � - � � i � _ - F
-
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—_ —771 ° -
cP �/� —� _� -
/xt
/ /
1 ,
4-1
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— -
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cP
12' WL
i E --
i
-_ -
,
Raw �
- — T
— p
— — E E
$
tLDE �( ��� — _ — �F TCE�� � ��' to. 114+ 6- IF
_
lee,/�I
P �
T
l POC Sto. l5 82.
9r03"l1z
-L PT Sto.104+55"26 =G2- St . +34"49 -_�� i / � _ T
- -
- _ _ -L - POT Sto 108+35.66 = - _ - v I - K
END BRIDGE
'�- /- _POT Sto /4+35 00 o
-G2--�to —I�
�/
LUNG CANCER s =
I�
— '/�� '�� // _ _ i
INITIATI E OF —
Y
�� ���)11/l��j/�� ��i/� s - / / / �� V ••�•>�� / �/ �� NORTH CAROLINA -L- PC Sta.11 -
/i
L
Flo / BLUE RIDGE RDDv � _ s ,
LEGEND / / Ilr 22 ! (- �Gl- a l +6/.60 (SR 1670J I �r l / �� SPARKT )
o / —
PERPENDICULAR ROADWAY ZONE 1 ` ! jF / / .t' �/ 1� E� %�
/ -Y2/ - POT Sto. 075.00 = v
PERPENDICULAR ROADWAY ZONE 2
SITE 2
F
• � � / � - � � � \ -- - �� � � -Y2/ - PT Sto 17+48.13
TEMPORARY ROADWAY ZONE 1
�Gl -- -PC Sto" 12 +62.45
Gl — PT Sto II ��
A RS H A L - " Y2/ PCC Sto. 16+42A2
PARALLEL ROADWAY ZONE 1 �iGl
K .F/ /� �� aBRIDGE\VA / i b� ii / I ��
PARALLEL ROADWAY ZONE 2 / / I �� - -G2- POT $to" 11+12.09 /� /��/i '/ /9���� i / \\ \ ��/i'���i��' / �- ` /
�- • - -Gl- PC Sto.10+48.34
UTILITY ZONE 1 - ) J / �/ �
/ -G2- PT Sta. 10+45.25
UTILITY ZONE 2
BEGIN CONSTRUCTION
GREENWAY ZONE 1
-GI _POT Sto. lO tIO.34=_ _ o /
GREENWAY ZONE 2 �� ir�� G2 PC Sta. lb 10.34 j /� �/� /// r / j / / i V ( 1 �� /
N /9°18 3.8E�
L
STREAMBANK STABILIZATION ZONE 1 �� -Gl _ POT Sto. l00000 +
STREAMBANK STABILIZATION ZONE 2 f' L \ -G2 POT Sto.10+00.00
DOCUMENT NOT C
• • • • 1 N _ 1 J / / / Z/�' \ ' UNLESS ALL SIGNATURES COMPLETED
DENOTES LIMITS OF � � � - / � � � -� / / // �
� - S
DISTURBED AREA ) �� \ N � _ � / \ I
PREPARED IN THE OFFICE OFo
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im e >))Horn, RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2019
PERMIT DRAWINGS
BUFFER IMPACTS
20 40
IN OMPLETE PLAN$
DO NOT USE FOR RW ACQUISITION
-'R 'iJE:T.
JOB NUMBER:
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:

SUMMARY TABLE
PERMANENT BUFFER ZONE 1 IMPACTS
GREENWAY
UTILITY
STREAMBANK
STABILIZATION
PERPENDICULAR ROADWAY
PARALLEL ROADWAY
SITE NUMBER
1
725.22
0
5970.59
0
0
2
500.96
4297.93
0
3043.66
0
3
2967.01
0
0
4356.55
1298.93
4
0
0
0
0
5080.58
5
0
0
0
0
0
TOTAL (SF)
4193.19
4297.93
5970.59
7400.21
6379.51
TEMPORARY BUFFER ZONE 1 IMPACTS
GREENWAY
UTILITY
STREAMBANK
STABILIZATION
PERPENDICULAR ROADWAY
PARALLEL ROADWAY
SITE NUMBER
3
0
0
0
658.50
0
PERMANENT BUFFER ZONE 2 IMPACTS
GREENWAY
UTILITY
STREAMBANK
STABILIZATION
PERPENDICULAR ROADWAY
PARALLEL ROADWAY
SITE NUMBER
1
2404.65
0
162.56
0
0
2
1999.34
2583.56
0
95.57
0
3
4309.46
673.86
0
1059.62
0
4
0
0
0
0
3471.6
5
0
596
0
0
0
TOTAL (SF)
8713.45
3853.13
163
1155.19
3471.60