20200349 Ver 2_03_BlueRidge_Permit Drawings_Buffers_(2020-04-20)_20200423

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GRAPHIC SCALE
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
THE
PROJECT REFERENCE NO. SHEET NO.
ES -2018 -04 /
DOCUMENT NOT CONSIDERED FINAL
CITY OF RALEIGII UNLESS ALL SIGNATURES COMPLETED
IN(OMP LET E PLANS
DO NOT USE FOR 1RW ACQUISITION
ENGINEERING SERVICES DEPARTMENT
THE DESIGN AND CONSTRUCTION DIVISION
BLUE RIDGE ROAD (SR 1670)
DESIGN WIDENING PROJECT
ADT 2020
ADT 2040
PERMIT DRAWING
SHEET 1 OF 4
BEGIN CONSTRUCTION
-L- STA 10 + 41.08
7,500 VPD
12,000 VPD
RUFFIN
CITY PROJECT NO: ES-2018-04
FROM DURALEIGH ROAD (SR 1664) TO CRABTREE VALLEY AVENUE
HALL
BUFFER IMPACTS
TYPE OF WORK: WIDENING, GRADING, DRAINAGE, PAVING,
CULVERT, SIGNALS, SIDEWALK, AND SIGNING
Posted = 35 mph
Speed
NANCY McFARLANE
SITE
G clw
END PROJECT
END CONSTRUCTION
-L- STA 114 + 18.00
vl
3 @ 8' X 11' RCBC
14' X 10' RCBC
PLANS PREPARED FOR
THE CITY OF RALEIGH BY:
Klomley))Horn '2019
u
CITY MANAGER
MAYOR
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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41
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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:

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PERMIT DRAWING SHEET 3OF4
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F6s �\
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12° coNC bvcK GE_ i �� -L- PT Sto. +28.90
+ RETAINING ALL .�
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= 45 TB
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/ + 44 /
-
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L POT Sto. 108 35.66
END BRIDGE \\
� � ,� -GI - POT Sto.14+35.00
-G2- PC Sto. 11+92.09 / .4. ,. 0 = 1150 M�
ID sum
RE �. �� ��� r - LUNG CANCER PARK
�SITE 1 _ INITIATIVE of p -
wq</ ) NORTH CAROLINA
• • � f F -L- PC Sto. 110 +04.29
000
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LEGEND BZ ® may' -G/ o. U+6/.60 BLUE RIDGE RD SPARKT
PERPENDICULAR ROADWAY ZONE 1 F! F �� 'F, EEK -Y21- POT Sto. 17+75.00
PERPENDICULAR ROADWAY ZONE 2 S� V r ���
F. ,, • 0� EN SITE 2 Psi
. �,' � • • ,� ��� � ARE ��� � � -Y2/- PT Sta 17+48 /
TEMPORARY ROADWAY ZONE 1 1, l PR� / -GI - PC Sta. 12+62.45 2� PCB 1111-
A R S H A L % �� ��� -GI - PT Sta 11 +48.76 - -Y l P t l +4
TEMPORARY ROADWAY ZONE 2 M0 L / / �y P 2 CC Sta. 6 2.02
RK ���� °� BEGIN BRIDGE 4000 BLUE RIDGE RD�
PARALLEL ROADWAY ZONE 1 F� a3 -G2- POT Sto. lI +12.09
• P - 1- t +4 4 G C Sta l 0 8.3
PARALLEL ROADWAY ZONE 2UTILITY ZONE 2 �, F
- PT t +4
I�.IF RIDGE RD - G2 S o. l 0 5.25 �
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GREENWAY ZONE 1 BEGIN CONSTRUCTION
UC ON
' / -Gl - POT Sta. 10 +10.34 0IV
GREENWAY ZONE 2 G2 PC StO, lO 10.34
N 19018' 3.8" E
STREAMBANK STABILIZATION ZONE 1 -GI- POT Sto. 10+00.00
STREAMBANK STABILIZATION ZONE 2 -G2- POT Sta 10+00.00
- - - - - - _ DENOTES LIMITS OF
DOCUMENT NOT CONSIDERED FINAL
DISTURBED AREA UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo -'R,"iJE:�T.
NC LICENSE 2
20 40 BLUE RIDGE ROAD WIDENING
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: >))
421 FAYETTEVILLE VILLE STREET, SUITE 600 IN�M�LETFi �LA�1O
This document, together with the concepts and designs presented herein, aPERMIT DRAWINGS
im e RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR RW ACOUISITION
r r
s 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 imprope
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, Inc, JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2020 0 1 1063094

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PERMIT DRAWING
SHEET 3 OF 4
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2 / /�
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Sta. l08 35.66 L POT St
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PARK ,� I -
PERPENDICULAR ROADWAY ZONE 1 _ /y _
�F �j / , - / ��� '� _ ,OI' REED , - - - ,' !� � s „� "' ' ; / -Y2/- POT Sto. 1775.00 - -
PERPENDICULAR ROADWAY ZONE 2 �%' SE ! - / Z `S�� : _ _ , - - ' - , - Z
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TEMPORARY ROADWAY ZONE 1 %' �. !' �� �J� -/
o ti � P �� �G/ P� Sto. 12 +62.45
' A R S H A L L I� % -10 - �� c,� -Gl - PT Sto. 11 +48.76' l �s - -
.� _ / ', , Y21 PCC Sta. 16 +42.02
TEMPORARY ROADWAY ZONE 1 �' M � / /•/ F;P� ; 1 � , _ - � / / / / / , /, - v vvv � _ , '�, v v _! � l �Z
' RK ' °F BEGIN BRIDGE
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/ / \ / V
PARALLEL ROADWAY ZONE 1 F /� a� -G2- PDT Sto. 11+12.09 ! ' , ,' l /���� ;' ' v
Gl PC Sto. 10+48.34
PARALLEL ROADWAY ZONE 2 F-
/ - _
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UTILITY ZONE 2 BLUE ��DGE RD , / -;� � - - '" ' � � , ; .`30 ' I ' l � - �
BEGIN CONSTRUCTION , ' - / - / , \ - �Z"' , ; " , - 1 - _ , - - _ oo _ - - _ , _ '
GREENWAY ZONE 1 // ��,o / \\ t 2200 SUMMIT P4R� L==
i -Ql - POT Sta. 10 10.34
/ PC Sto.1610.34
GREENWAY ZONE 2 ��
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-Gl - POT Sto. 10+00.00
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N ' - /
DENOTES LIMITS OF DOCUMENT NOT CQNSFDERED FINAL
DISTURBED AREA J 5 \ J UNLESS ALL SIGNATURES COMPLETED
— / ��- �r v v v - -' V r _ i n. / / - ��, _221 S�JiC/MkT PARK ILN
PREPARED IN THE OFFICE OFo
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., 2020
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im e >))Horn, RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2020
PERMIT DRAWINGS
BUFFER IMPACTS
20 40
I>r1�ompLETL PLANO
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
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