20200349 Ver 3_8b_BlueRidge_Permit Drawings_Buffers_(2020-04-20)_20220823

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20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
THE
DESIGN DATA
ADT 2020
ADT 2040
PERMIT DRAWING
SHEET 1 OF 4
BEGIN PROJECT
BEGIN CONSTRUCTION
-L- STA 10 + 41.08
CITY OF RALEIGH
ENGINEERING
THE DESIGN AND
7,500 VPD
12,000 VPD
RUFFIN
SERVICES DEPARTMENT
CONSTRUCTION DIVISION
BLUE RIDGE ROAD (SR 1670)
WIDENING PROJECT
CITY PROJECT NO: ES-2018-04
FROM DURALEIGH ROAD (SR 1664) TO CRABTREE VALLEY AVENUE
BUFFER IMPACTS
HALL
CITY MANAGER
TYPE OF WORK: WIDENING, GRADING, DRAINAGE, PAVING,
CULVERT, SIGNALS, SIDEWALK, AND SIGNING
F
35 mph
NANCY McFARLANE
MAYOR
SITE
G
�A
PROJECT REFERENCE NO.
SHEET NO.
ES -2018 -04
/
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMIPLETE PLANS
DO NOT USE FOR RW ACQUISITION
G ttl-
END PROJECT
-L- STA 114 + 18.00
vl1
3 @ 8' X ll' RCBC
14' X 10' RCBC
I'd'
2
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
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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
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END BRIDGE Gl -POT Sto. 14+35.Q0
-G2- PC Sto. 11 +92.09 , 0
e � \\ _ //5 SUMV
wR / . LUNG CANCER
RE� N� SITE 1 PARK _
N�N� ��. r , i' INITIATIVE OF
wp<4 O
LEGEND
PERPENDICULAR ROADWAY ZONE 1
PERPENDICULAR ROADWAY ZONE 2
TEMPORARY ROADWAY ZONE 1
TEMPORARY ROADWAY ZONE 2
PARALLEL ROADWAY ZONE 1
PARALLEL ROADWAY ZONE 2
UTILITY ZONE 2
GREENWAY ZONE 1
GREENWAY ZONE 2
STREAMBANK STABILIZATION ZONE 1
STREAMBANK STABILIZATION ZONE 2
DENOTES LIMITS OF
DISTURBED AREA
0
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CRABTREE
•�
NORTH CAR0LINA -L- PC Sta. 110+04.29
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BEGIN CONSTRUCTION 2200 SUMMIT PARK EN
/ / / -GI _ POT Sta, 10 +10,34 = /
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DOCUMENT NOT CONSIDERED FINAL \
2211 SUMMIT PARK EN 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] BUFFER 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. ©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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BLUE RIDGE ROAD WIDENING
C LICENSE 2 PERMIT DRAWINGS INCOMPLETE PLANS
REV. No.e REVISION: BATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE VILLE STREET, SUITE 600
Im >)) Horn RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR RW ACQUISVTION
This document, together with the concepts and designs presented herein, as an instrument of service, is PHONE: [phone] B� E R 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. ©2020
shall be without liability to Kimley-Horn and Associates, Inca BER° SHEET NUMBER°
Copyright Kimley-Horn and Associates,�oB NUM
Inc., 2020 0 I IO63094

SUMMARY TABLE
PERMANENT BUFFER ZONE 1 IMPACTS
GREENWAY
UTILITY
STREAMBANK
STABILIZATION
PERPENDICULAR ROADWAY
PARALLEL ROADWAY
SITE NUMBER
1
725.22
0
7029.18
0
0
2
500.96
0
0
3416.68
0
3
2967.01
0
0
4356.55
1298.93
4
0
0
0
0
5168.84
TOTAL (SF)
4193.19
0.00
7029.18
7773.23
6467.77
TEMPORARY BUFFER ZONE 1 IMPACTS
GREENWAY
UTILITY
STREAMBANK
STABILIZATION
PERPENDICULAR ROADWAY
PARALLEL ROADWAY
SITE NUMBER
2
0
0
0
2994.35
0
3
0
0
0
525.90
0
PERMANENT BUFFER ZONE 2 IMPACTS
GREENWAY
UTILITY
STREAMBANK
STABILIZATION
PERPENDICULAR ROADWAY
PARALLEL ROADWAY
SITE NUMBER
1
2365.86
0
162.56
0
0
2
1999.34
0.00
0
68.01
0
3
4309.46
143.32
0
1060.33
0
4
0
0
0
0
3471.6
TOTAL (SF)
8674.66
143.32
163
1128.34
3471.60
TEMPORARY BUFFER ZONE 2 IMPACTS
GREENWAY
UTILITY
STREAMBANK
STABILIZATION
PERPENDICULAR ROADWAY
PARALLEL ROADWAY
SITE NUMBER
2
0
0
0
2650.11
0