20200349 Ver 3_8a_BlueRidge_Permit Drawings_Streams_(2020-04-27)_20220823

O
O
GRAPHIC SCALE
20 0 40
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
DESIGN
ADT 2020
ADT 2040
PERMIT DRAWING
SHEET 1 OF 4
BEGIN PROJECT
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
INCOMIPLETE PLANS
DO NOT USE FOR RW 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
STREAM
1664) TO CRABTREE VALLEY AVENUE
PACTS
TYPE OF WORK: WIDENING, GRADING, DRAINAGE, PAVING,
CULVERT, SIGNALS, SIDEWALK, AND SIGNING
Posted = 35 mph
Speed
NANCY McFARLANE
MAYOR
SITE
END PROJECT
-L- STA 114 + 18.00
3 @ 8' X ll' RCBC
14' X 10' RCBC
L
PLANS PREPARED FOR
THE CITY OF RALEIGH BY:
Kim ley ))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
N
Ln
D ETAI L 1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND_
FROM
STA. 28 + 65
TO
STA. 29 + 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
D ETAI L 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 0( Fill
Ground ? J 3' ��el Slope
d D F\a
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„ ° ° / 0.06 0.00
T'
0.06 0.02
6„
7" °
D ETAI L 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural IYN °el Fill
Ground 3•� D \0 Slope
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
D ETAI L 8
TOE PROTECTION
( Not to Scale)
Natui
Grou
d=1.F
b = 3 . U rr.
Type of Liner= CL-B Rip -Rap
VCU1V1X111C
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)
0.06 0.04
6„
7"
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 REVISION: DATE° DRAWN BYe 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
D ETAI L 3 a
FALSE SUMP ono
( Not to Scale)
Outside Ditch
Traffic Flow �0
�S—
S = Ditch Slope
� 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
101min. Water Mark
Pipe outlet 1.0'2.0'
min. ,
GEOTEXTILE —j '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 Ground
d D
Geotextile B 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
D ETAI L 12
CONCRETE DITCH
BEHIND RETAINING WALL
( Not to BONDaIe)
RETAINING WALL BREAKER �
NATURAL
GROUND
Min. D = 1.0'
B = (1.0')
AT STA. 111 + 50 LT.
FROM STA. 13 + 55 TO STA. 15 + 00 —G2— (LT)
■
INC LICENSE #F-0102
Kimley))Horn 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
D ETAI L 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural ,L.N oe� Fill
Ground 2.�\d'�'� Slope
D
Min. 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)• b
I I
Natural N GRNWY
Ground D
"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 ��\
Fill
Ground ?.� D e< Slope
Ft BJ 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 PRELIMINARY PLANS
®O NOT USE FOR CONSTRUCTION
PROJECT-.
JOB NUMBER°
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER°

PERMIT DRAWING
SHEET 3 OF 4
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� \ -G2- PT Sta. 12 +52.77 / Pp E PD E - - ` r� - - - - // 4- GUM a -Y2/ - POC o.15 +8
• / S T ONE 15' HARDWOOD I / / 4 = 9I 0 11.2
_ _ +\-G2- PRC Sto.12+34.49 ! C �F LK WAY �' -
L PT Sto. 104 55.26 F i L� �• -L- +
N BRIDGE . _ � ' �� �-POT Sta. l08 35.66
END B DGE Gl POT Sto. 14+35.00 / P
-G2- PC Sto. 11+92.09 .-- i , � �` ` �'• - ° / �;
� , y� � //5 �\ � SU MM���
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ssLNr�' INITIATIVE OF P
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SITE I C �
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BEGIN BRIDGE F I F �-� � ,Gi f,
/ / -Y2/- POT Sto.17+75.00
G2 POT Sta. 11+12.09 . c��/ SITE 2
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-Y21- PT Sta. 17+48J3
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-Gl- PC Sto.12+62.45 Pcs
MARSHALL L -Y l- P l 2 CC S 6 +4 2.02
MEMORIAL F
PARK F / /i' -Gl - PT Sta. 11 +48.76 /
r
-GI- PC Sto. l0 +48.34
LEGEND
� -G2 - PT S t l +4 o. 0 5.25
®DENOTES PERMANENT IMPACTS / / �
IN SURFACE WATER / / INCONSTRUCTION
(BANK STABILIZATION) / / BEG
-Gl - POT Sta. 10 +10.34 = /
DENOTES PERMANENT IMPACTS / -G2- PC Sto.10+10.34
IN SURFACE WATER (CULVERT) /
� N 19° 18' 3.8" E
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER -Gl- POT Sto.10+00.00 =
-G2- POT Sto.10+00.00 X
DENOTES LIMITS OF
DISTURBED AREA
DOCUMENT NOT CONSIDERED FINAL \
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo
PROJECT-.
20 0 40 BLUE RIDGE ROAD WIDENING
INC LICENSE VILLE 2 PERMIT DRAWINGS INCOMPLETE PLANS
REV. No .e REVISION: BATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR xw ACQUISVTION
This document, together 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 I M >>> Horn
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2020
shall be without liability to Kimley-Horn and Associates, Inca JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2020 0 1 1063094
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LEGEND --' / - i z v - - - - I�� v
�/ G2 S o. 0 5.25 _ ' ' / - - _ _ ti
DENOTES PERMANENT IMPACTS / i �' , v O /-_-_-_� v `I �' / ,' , / / - s ! - O - - O��) r- r -' ,� ;
IN SURFACE WATER ) O INCONSTRUCTION - - -� - -l\ , / / , /I , _ - - _ �/- J �, s/Z J Oq> - -) ;;
BEG / / ' / ,' / , / �o _ _%_ '
® (BANK STABILIZATION) � � ' _ _ / - / v % - / / li -- I j , 0� / /� / , -' _ / �. 0 - ,� ;
G / ,� -Gl Ply Sta l0 +10..�4 - . , / / / I ��o _ / O , - _ _ - /// / ' , / / , / o; ; v _ ; _ _ _ _ / ,
/ ,
�• ' - J / - - /_ ' - / / / , _ I ) A
DENOTES PERMANENT IMPACTS // ��/ -G2- �-stO.1640.54 ' -„' � _ / , / / _ , / /' j /// v -/ i
® IN SURFACE WATER (CULVERT) ��, ` ' ,' _ s� `' 'v _ j / s %i / / /,.---, / `I
R FZ i %„
19" 18 3K/ L , 1 V v / / I �-�� O / / / A � - - i / / ' _ /\'_�/
_ �` - A �-
/ /' _ 1 A /' / , i _ u , _ � j - IE _ ` , ii' �/ � s
® DENOTES TEMPORARY - / - , / / _ % , - - - - , -IMPACTS IN SURFACE WATER / � �� -Gl - PUT St0.10+00.00 / / / ' /' , ,' I / / , / '/ _ , / / / ; ��- s v �'_
-GZ- POT Sto. l0+00.00 , / �� , l / I - _ - ; / - ; _ / /' ' _ ��s_ --s- -
- .. - .. - DISTUDENRBEDTES AREA MITS OF /" /I <17 -sS ��-7 - - - - I� i / I I -' / / ' - : -- - � / I - - - - ' �
`' '' ` s
_ - /,', ' ` DOCUMENT NOT CONSIDERED FINAL
c� � s /' /U r- '/ _ / /r /__/ l / /// I j/� / v ''s '� (
\� Z J�� � �� �. VOA /f�,/J � i /fit '/ i -i,� i )
` UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo
PROJECT-.
20 0 40 BLUE RIDGE ROAD WIDENING
INC LICENSE VILLE 2 PERMIT DRAWINGS INCOMPLETE PLANS
REV. No.e REVISION: BACEe DRAWN BYe CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR xw ACQUISITION
This document, together 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 Im >)) Horn
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©
s�oB NU
2020
shall be without liability to Kimley-Horn and Associates, Inca MBER° SHEET NUMBER°
Copyright Kimley-Horn and Associ es, Inc., 2020 0 I IOs094

SUMMARY TABLE (STREAM IMPACTS)
SITE NUMBER
BANK STABILIZATION (P)
CULVERT EXTENSION (P)
TEMPORARY (T)
ACRES
LINEAR FT.
ACRES
LINEAR FT.
ACRES
LINEAR FT.
1
0.0266
149
0.0000
0
0.0000
0
2
0.0245
61
0.0140
57
0.0104
37
3
0.0161
41
0.0052
15
0.0124
69
TOTAL
0.0672
251
0.0192
72
0.0228
106