20200349 Ver 1_Redline_Blue Ridge_20200324

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01
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SURVEYS PROVIDED BY:
Wetherill Engineering, Inc.
GEOTECHNICAL INVESTIGATIONS BY:
Falcon Engineering, Inc.
GRAPHIC SCALE
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
DESIGN DA TA
ADT 2020 = 7,500 VPD
ADT 2040 = 12,000 VPD
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS
PUBLIC IMPROVEMENT QUANTITIES
PUBLIC
STREET (LF)
CURB
& GUTTER (LF)
PUBLIC
6' CONCRETE SIDEWALK
(LF)
PUBLIC
8' CONCRETE SIDEWALK
(LF)
PUBLIC
10' CONCRETE SIDEWALK
(LF)
PUBLIC
14' CONCRETE SIDEWALK
(LF)
PUBLIC
WATER (LF)
PUBLIC
SEWER (LF)
TOTAL
PROJECT LENGTH (LF)
10,367 LF
T�ffE
PROJECT REFERENCE NO. SHEET NO.
ES -2018 -04 /
DOCUMENT NOT CONSIDERED FINAL
CITY OF RA I-JEIGII 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)
WIDENING PROJECT
CITY PROJECT NO: ES-2018-04
FROM DURALEIGH ROAD (SR 1664) TO CRABTREE VALLEY AVENUE
RUFFIN HALL
CITY MANAGER
rccL�.I11tE I)RAINAGE
TYPE OF WORK: WIDENING, GRADING, DRAINAGE, PAVING,
NANCY McFARLANE
MAYOR
MI,LLBROOK -.
1
PROJECT LOCATION
Raleigh, Wake County, NC
1 -t /N IV
PLANS PREPARED FOR
THE CITY OF RALEIGH BY:
Klomley))Horn '2018
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
URRENT REVIEW APPROVAL
- PLANS AUTHORIZED FOR CONSTRUCTION
use have been reviewed for general compliance with
Iited review, and authorization for construction is not to
sent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

1� -L- BLUE RIDGE RD
PAVEMENT SCHEDULE
Al I PROPOSED 8" PORTLAND CEMENT CONCRETE PAVEMENT (WITHOUT DOWELS)
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LINE
BEGIN
STATION
END
STATION
LT/
RT
(A)
-L-
62+35.00
64+90.00
LT
3'
-L-
62+55.31
63+35.52
RT
8'
-L-
65 +74.47
66 +72.70
LT
2.75'
-L-
69+10.00
69+27.74
LT
2.75'
6.5
I PROP. APPROX. /.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
14' 2.51, ll' ll' ll' 2.5 /8' C/ AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
SEE � O O I
NOTE 8 PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
_4) t = C2 AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
J J J J
2, 6, 6, V V v V 6' /�� 2� PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
EXISTING Q Q I­_Q C3 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS
GROUND (A) �z g (A) EXISTING
S SEE SEE GROUND PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
j02
JE
N43 E V NOTE C3 RI C2 C4 AN AVERAGE RATE OF 112 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED
_ 3 /N LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
XIST PROFILEje.._.POINTEXIST0.02 PROP. APPROX.4" ASPHALT CONCRETE INTERMEDIATE COURSE.TYPE
DI Il9.00, AT AN AVERAGE RATE OF 456 LBS.PER SO.YD.
// 6 6 PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00,
U 6" T �l T D2 AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER I" DEPTH TO BE PLACED
DI IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
El VARIES El
VARIES
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE
El B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SO YARD.
GRADE TO THIS LINE
PROPOSED VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25.00,
E2
AT AN AVERAGE RATE OF I14 LBS. PER SO. YARD PER I" DEPTH, TO BE
PLACED IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5V2" IN DEPTH.
TYPICAL SECTION NO. 3
-L- STA 62 + 06.00 TO 72 + 96.61 J/ PROPOSED 6" AGGREGATE BASE COURSE
-L- STA 100 + 2 5.00 TO 104 + 95.00 J2 PROPOSED 8" AGGREGATE BASE COURSE
05' 1 6' z
S
Q
EXISTING -
GROUND
�6"
El GRADE To
THIS LINE
TYPICAL SECTION NO. 3B
-L- STA 70 + 44.73 TO 72 + 96.61 (LT)
x
z
J
v
/5'
/ 3 T-;'
a 2.5i 18'
6' /0'
J
� I
E Q RI C2
0.02
TYPICAL SECTION NO. 3C
-L- STA 72 + 67.00 TO 72 + 96.61
ORNAMENTAL
FENCE
RETAINING
WALL
EXISTING
GROUND
GRADE TO I E/ u
THIS LINE
TYPICAL SECTION NO. 3D
RI I PROPOSED 2'-6-CURB AND GUTTER
R2 I PROPOSED P-6"CURB AND GUTTER
R3 I PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED -IN)
R4 I PROPOSED 8" X 18" CONCRETE CURB
S I PROPOSED 4" CONCRETE SIDEWALK
T PROPOSED COMPACTED EARTH MATERIAL
U I EXISTING ASPHALT PAVEMENT
V I MILLING ASPHALT PAVEMENT, /.5" DEPTH
WEDGING DETAIL FOR RESURFACING
NOTES:
1. SEE PLANS FOR SPECIFIC SIDEWALK LOCATIONS.
2. SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT TO
PROVIDE 1' MINIMUM WIDTH OF FULL DEPTH PAVEMENT.
SEE "MILLING AND SAWCUT DIMENSION DETAIL" ON SHEET 2A-3.
3. WEDGE EXISTING ASPHALT PAVEMENT PER DETAIL (SHEET 2A-2) TO ESTABLISH
6% MAXIMUM SUPERELEVATION. SEE PLANS FOR LOCATIONS.
4. CONCRETE SIDEWALK SHALL BE 6" ACROSS DRIVEWAYS.
5. SEE PLANS FOR RETAINING WALL LOCATIONS.
6. USE J2 SECTION WHERE PAVEMENT WIDENING IS GREATER THAN 6".
7. SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
8. RETAIN EXIST 2'-6" C&G AND CONCRETE SIDEWALK FROM -Y7- STA
10+85.00 TO 11 +31.00 (RT). RETAIN EXIST CURB & GUTTER AND
SIDEWALK FROM -L- STA 100+00.00 TO 100+25.00 (LT).
9. SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
10. INSTALL 4" CONC SIDEWALK FROM -L- STA 107+10.00 TO 108+31.12 (LT).
11. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT ALLOWS THE
MINIMUM SURFACE COURSE DEPTH.
12. USE 4' BERM ON -Y4-, -Y6-, -Y10-, -Y11-, -Y13-, -Y16-, -Y17-, CONCURRENT REVIEW APPROVAL
AND -Y20-. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
13. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. Plans for the proposed use have been reviewed for general compliance with
applicable codes This limited review, and authorizaticn for construction is not to
be considered tc represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any via€aticn of City, State or Federal Law. All Ccnstructicn
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PREPARED IN THE OFFICE OFo 1%,IllllrfttI
�H CAR oI f, E E T.
=�
NC LICENSE 2 SEAL ter: BLUE RIDGE ROAD WIDENING
TYPICAL SECTIONS -
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: 421 FAYETTEVILLE VILLE STREET, SUITE 600 024436 NOT T SCALE
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of service, is
PHONE: [phone] F •:
intended only for the specific purpose and client for which it was prepared. Reuse of and improper Kimle ))Horn
��F�.• N�INE`�. ����
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, i,F�•'••.,,,,,,.•''0���
shall be without liability to Kimley-Horn and Associates, Inc, ©2019 ij� FY ,�� JCB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2019 $61"A�IIIII� 0 1 1063094 2A-2
5 VARIES VARIES
�rn
0
n rn TIE TO JOINT AT EXIST BACK OF SIDEWALK
AS DIRECTED BY THE ENGINEER
r�
VARIES EXISTING
0.5% - 27 1157 GROUND
VAR
USE HIGH EARLY STRENGTH CONCRETE (6) IN
COMPLIANCE WITH CITY OF RALEIGH STANDARDS
NOTE: SEE PLANS AND CROSS -SECTIONS FOR DRIVEWAY LOCATIONS
DRIVEWAY GRADING DETAIL
MILL NOTCH
TO KEY IN
T
50' OR AS DIRECTED
BY THE ENGINEER
PROFILE KEY -IN DETAIL
-L- STA 103 + 75.00 TO 107 + 95.00 (RT)
(SEE T.S. NO. 4)
WEDGING DETAIL FOR RESURFACING

�L
-L- BLUE RIDGE RD
PAVEMENT SCHEDULE
Al I PROPOSED 8" PORTLAND CEMENT CONCRETE PAVEMENT (WITHOUT DOWELS)
O
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LINE
GIN
RATION
lA)
S ATION
RT
-L-
73+80.00
74+75.00
RT
3'
-L-
89 +74.00
90 +75.00
RT
3'
EXISTING
GROUND
3-1
14'
(A)
S
80.02
Q1)
_
W
W
Z
=
Q
Q
C.
4
V
Z
W
W
t
Z
Z
v
Q
�
Q
0.02 GRADE
POINT 0.02
U U
C3
VARIES
25' -3/'
- GRADE TO THIS LINE -
18'
6' /0'
R/ C2
0.02
k4- 6'
6" T
D/
E/
TYPICAL SECTION NO. 4
-L- STA
72 + 96.61
TO
74 + 24.05
-L- STA
89 + 74.00
TO
96 + 43.67
-L- STA
104 + 95.00
TO
111 + 15.00
J/
EXISTING
GROUND
3,•�
6" O
Cl PROP. APPROX. /.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
C2 PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
C3 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
C4
AN AVERAGE RATE OF 1I2 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED
IN LAYERS NOT LESS THAN I.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE D/
119.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00,
02
AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER I" DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
PROP. APPROX. 4' ASPHALT CONCRETE BASE COURSE, TYPE
El B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SO YARD.
PROPOSED VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25.00,
E2
AT AN AVERAGE RATE OF I14 LBS. PER SO. YARD PER I" DEPTH, TO BE
PLACED IN LAYERS NOT LESS THAN Y OR GREATER THAN 5V2" IN DEPTH.
J/ PROPOSED 6"AGGREGATE BASE COURSE
J2 PROPOSED 8" AGGREGATE BASE COURSE
RI PROPOSED 2'-6-CURB AND GUTTER
R2 PROPOSED P-6"CURB AND GUTTER
6.5' 2.5'
R3 PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED -IN)
c) Z Z l8' 2.5'
c3
0.5' 6' z z VAR VARIES 2' lO' 6' R4 PROPOSED 8" X 18- CONCRETE CURB
J J 4`15' //1 _0' ' SEE
Z Z Z NOTES
S ti ORNAMENTAL 4 & /0 v S PROPOSED 4" CONCRETE SIDEWALK
FENCE l Q
EXISTING RI 4) C2 RI
GROUND 0.02 44-02
OINTE C3 RETAINING 0.02 T PROPOSED COMPACTED EARTH MATERIAL
2 WALL
6 i
EXISTING 6" 8 U EXISTING ASPHALT PAVEMENT
GROUND 6 6"
T
T Jl T
ElGRADE TO GRADE TO V
MILLING ASPHALT PAVEMENT, /.5" DEPTH
U - - � - El
THIS LINE THIS LINE
TYPICAL SECTION NO. 4A TYPICAL SECTION NO. 4B TYPICAL SECTION NO. 4C VV WEDGING DETAIL FOR RESURFACING
-L- STA 72 + 96.61 TO 73 + 69.75 LT -L- STA 72 + 96.61 TO 73 + 86.22 NOTES:
( ) -L- STA 106 + 83.13 TO 110 + 00.00 (LT) 1. SEE PLANS FOR SPECIFIC SIDEWALK LOCATIONS.
2. SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT TO
PROVIDE I'MINIMUM WIDTH OF FULL DEPTH PAVEMENT.
SEE "MILLING AND SAWCUT DIMENSION DETAIL" ON SHEET 2A-3.
3. WEDGE EXISTING ASPHALT PAVEMENT PER DETAIL (SHEET 2A-2) TO ESTABLISH
6% MAXIMUM SUPERELEVATION. SEE PLANS FOR LOCATIONS.
4. CONCRETE SIDEWALK SHALL BE 6" ACROSS DRIVEWAYS.
5. SEE PLANS FOR RETAINING WALL LOCATIONS.
2.5' /4' 6. USE J2 SECTION WHERE PAVEMENT WIDENING IS GREATER THAN 6".
= Z 7. SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
8. RETAIN EXIST 2'-6" C&G AND CONCRETE SIDEWALK FROM -Y7- STA
9.5' z 6' 6' 2' 3' 1 ON. 0LLING 04TS 10+85.00 TO 11 +31.00 (RT). RETAIN EXIST CURB & GUTTER AND
Z RAISED Z i WHERE REOUIRED TO SAWCUT SIDEWALK FROM -L- STA 100+00.00 TO 100+25.00 (LT).
EXISTING )WILL AND OVERLAY 2' 1EXISTING PAVEMENT TO INSTALL FULL SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
FULL DEPTH UT LOENT.�IILL 2' 10. INSTALL 4" CONC SIDEWALK FROM -L- STA 107+10.00 TO 108+31.12 (LT).
t6'
RI S GROUND TIE NEW PAVEMENT /N /N BEYOND sArycur LOCATION
TO EXISTING PRIOR TO SAWCUTT/NG EXISTING 11. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT ALLOWS THE
GRADE �j>1 - - - PAVEMENT AND INSTALLATION of MINIMUM SURFACE COURSE DEPTH.
----------------� NEW PAVEMENT AND/OR
POINT/ �j NEW CURB AND GUTTER, 12. USE 4' BERM ON -Y4-, -Y6-, -Y10-, -Y11-, -Y13-, -Y16-, -Y17-, CONCURRENT REVIEW APPROVAL
_ • - - - - - - - - - - - - - - - - - - - - - - - - AND -Y20-• CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
13. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. Plans for the proposed use have been reviewed for general compliance with
EXISTING PAVE4iENT NEW PAVE4IENT - FULL DEPTHapplicable codes This limi#ed review, and authorization for construe#ion is not to
6' 6" V(SEE CORRESPONDING TYPICAL SECTIONS be considered tc represent total compliance with all legal requirements for
FOR REQUIRED PA E4iENT STRUCTURE) development and construction. The property owner, design consultants, and
E/ T E/ GRADE TO SAWC T EXISTING V 'I' ' I contractors are each responsible for compliance with all applicable City, State and
PAt /CI�CNT Federal laws. This specific authorization below is not a permit, nor shall it be
THIS/ / VE Y L L construed to permit any via€aticn of City, State or Federal Law. All Ccnstructicn
L �V L must be in accordance with all Local, State, and Federal Rules and Regulations.
TYPICAL SECTION NO. 4D TYPICAL SECTION NO. 4E MILLING AND SAWCUT DIMENSION DETAIL TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
-L- STA 105 + 12.71 TO 110 + 29.63 -L- STA 108 + 67.52 TO 111 + 15.00 (RT) STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PREPARED IN THE OFFICE oFo 0\'CAR��j� _'R.�) 1E:_'T.
•� ��•• BLUE RIDGE ROAD WIDENING
NC LICENSE #F-0102 � •� SEAL �'
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 TYPICAL SECTIONS = 024436 NOT TO SCALE
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of service, is
PHONE: [phone]F" IG intended only for the specific purpose and client for which it was prepared. Reuse of and improper im e ))Horn
��F'• �
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, i�F�'••.,,,,,.••'•Q�,���
shall be without
liabrnity oAssolciates nlnand 20 IgAssociates, Inc. ©2019 i�I�� ���� W��� ����� GCB NUMBER: 0 1063094 SHEET NUMBER: 2A-3

O
O
0
N
N
LINE
BEGIN
END
LT /
(A)
STATION
STATION
RT
-L-
74 +78.15
75 +40.00
LT
0'
-L-
87+12.00
89+49.00
LT
3'
-L-
1 89 +50.00
89 +74.00
1 RT
3'
15'
z
VARIES
VAR
_
//'-0'
4'-/5'
i
Q
Q
V
3
GRADE
POINT0.02
R3
v
TYPICAL SECTION NO. 5A
-L- STA 74 + 67.10 TO 76 + 85.99
-L- STA 86 + 47.05 TO 89 + 47.05
III
EXISTING
GROUND
-1-1--5
15'
I
V GRADE
POINT
0�
14'
SEE
NOTE 8
6' 1
6'
W)
Y
�
J
J
=
v
�L
I
VARIES
9.5' -13.5'
RAISED
n n
V" "i LL.//- " V " I - L"Y-
-L- BLUE RIDGE RD
TYPICAL SECTION NO. 5
r
-L-
STA
74 +24.05
TO
89 + 74.00
-L-
STA
96 + 43.67
TO
97 + 08.64
-L-
STA
98 + 18.85
TO
100 + 25.00
/8'
/0'
Y 2.5' 13.5'
W W
Z 3' l0' 0.5'
1:5:1 MAX
Q USE REINFORCED SOIL
SLOPES/ SHEET 2G-1
RI LO.O057 EXISTING
GROUND
TYPICAL SECTION NO. 58
-L- STA 78 + 60.00 TO 81 + 54.81
6"
T G T
GRADE TO J El
THIS LINE
TYPICAL SECTION NO. 5C
-L- STA 76 + 50.00 TO 84 + 00.00 (RT)
EXISTING
GROUND
Y
W
z
I
TOP OF WALL Q
BOTTOM OF WALL
0.02
TYPICAL SECTION NO. 5D
-L- STA 74 + 73.00 TO 74 + 95.00 (LT)
PAVEMENT SCHEDULE
Al PROPOSED 8"' PORTLAND CEMENT CONCRETE PAVEMENT (WITHOUT DOWELS)
PROP. APPROX. /.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C/ AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
C2 AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
C3 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
C4
AN AVERAGE RATE OF II2 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED
IN LAYERS NOT LESS THAN I.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
D/ PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE
1I9.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00,
D2
AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER I" DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
PROP. APPROX. 4' ASPHALT CONCRETE BASE COURSE, TYPE
El B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SO YARD.
PROPOSED VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25.00,
E2
AT AN AVERAGE RATE OF I14 LBS. PER SO. YARD PER I" DEPTH, TO BE
PLACED IN LAYERS NOT LESS THAN 3"' OR GREATER THAN 5V2" IN DEPTH.
J/ PROPOSED 6"AGGREGATE BASE COURSE
J2 PROPOSED 8-AGGREGATE BASE COURSE
RI PROPOSED 2'-6-CURB AND GUTTER
R2 PROPOSED I'-6" CURB AND GUTTER
R3 PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED -IN)
R4 PROPOSED 8` X I8" CONCRETE CURB
S PROPOSED 4" CONCRETE SIDEWALK
T PROPOSED COMPACTED EARTH MATERIAL
U EXISTING ASPHALT PAVEMENT
V MILLING ASPHALT PAVEMENT, I.5" DEPTH
WEDGING DETAIL FOR RESURFACING
NOTES:
-L- BLUE RIDGE RD 1. SEE PLANS FOR SPECIFIC SIDEWALK LOCATIONS.
2. SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT TO
PROVIDE V MINIMUM WIDTH OF FULL DEPTH PAVEMENT.
SEGMENTAL GRAVITY RETAINING FALL NO.4 SEE "MILLING AND SAWCUT DIMENSION DETAIL" ON SHEET 2A-3.
-RBT- -RBT- 3. WEDGE EXISTING ASPHALT PAVEMENT PER DETAIL (SHEET 2A-2) TO ESTABLISH
STA 7473.00 T 0 74+95.00 LT
-L - + 6% MAXIMUM SUPERELEVATION. SEE PLANS FOR LOCATIONS.
4. CONCRETE SIDEWALK SHALL BE 6" ACROSS DRIVEWAYS.
5. SEE PLANS FOR RETAINING WALL LOCATIONS.
l4' 2.5 20' 19' 16' 19' 20' 2.5 /8' 6. USE J2 SECTION WHERE PAVEMENT WIDENING IS GREATER THAN 6".
CIRCULATING CONCRETE RAISED CONCRETE CIRCULATING 7. SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
WIDTH VEHICULAR APRON VEHICULAR APRON WIDTH 8. RETAIN EXIST 2'-6" C&G AND CONCRETE SIDEWALK FROM -Y7- STA
10+85.00 TO 11+31.00 (RT). RETAIN EXIST CURB & GUTTER AND
2' 6' 1 6' SIDEWALK FROM -L- STA 100+00.00 TO 100+25.00 (LT).
6' l0' 2' 9. SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
lV2 EXPANSION IV2" EXPANSION - f
EXISTING R2 JOINTS JOINTS EXISTING 10. INSTALL 4 CONC SIDEWALK FROM -L- STA 107+10.00 TO 108+31.12 (LT).
GROUND R4 R4 R2 GROUND 11. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT ALLOWS THE
S Rl C3 V OINTGRADE A/ Al C3 RI C2 MINIMUM SURFACE COURSE DEPTH. CONCURRENT REVIEW APPROVAL
GRADE LGPADEjVARIES POINT VARIES %):1 - - 12. USE 4' BERM ON -Y4-, -Y6-, -Y10-, -Y11-, -Y13-, -Y16-, -Y1 7-, CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
0.02 VARIES ------ VARIES 0.02
_ \- - - - _ - - AND -Y20-. Plans for the proposed use have been reviewed for general compliance with
applicable codes This limited review, and authorization for construction is not to
13. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
�;� u �° 8 �� - be considered tc represent total compliance with all legal requirements for
/ development and construction. The property owner, design consultants, and
6-' 6' 6"" //" 6" 6" contractors are each responsible for compliance with all applicable City, State and
T 6" DI
U D/ 6"' // T T I/ D/ E/ 6"" // T Federal laws. This specific authorization below is not a permit, nor shall it be
�l �1 .I construed to permit any via€aticn of City, State or Federal Law. All Construction
/ pi T must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
GRADE TO THIS LINE GRADE TO THIS LINE
PUBLIC UTILITIES
TYPICAL SECTION NO. 6 STORMWATER
PLANNING/ZONING
-L- STA 97 + 08.64 TO 98 + 18.85 FIRE
-RBT- STA 10 + 00.00 TO 12 + 1 9.91 URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PREPARED IN THE OFFICE oFo ,*-A CAROM, �R.�) -1 E'_'T
4�, * BLUE RIDGE ROAD WIDENING
NC LICENSE #F-0102 � • SEAL �'
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 TYPICAL SECTIONS = 024436 NOT TO SCALE
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of service, is
PHONE: [phone] '� F�G N���• ,
intended only for the specific purpose and client for which it was prepared. Reuse of and improper im e ))Horn
���•• �
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, i�F� •••.,,,,,,.•••Q�,���
shall be without
tout liabnlty ASSoIatoICoInc., n and 20 Associates, Inc. ©2019 I���� �W��� JOB NUMBER: 0 1 1063094 SHEET NUMBER: 2A-4
Copy

PAVEMENT SCHEDULE
O
O
�L -YZ-
ED DR
//1 2.5r VARIES VARIES 2.5
18' -20' 18' -l9'
2' 6' 3' 3' 6' 2'
EXISTING
GROUND
S RI C3 GRADE 'JI
RI
POINT
Id
0.02
0.02
T DI UT
E/
VARIES
34' -37'
GRADE TO THIS LINE
TYPICAL SECTION NO. 7
-Y2- STA 10 + 90.00 TO 11 + 71.22
-Y2- STA 12 +04.64 TO 13 +45.00
EXISTING
GROUND
rr
ct -Y-
9.5' 2.5 VARIES VARIES 2.5 9.5'
SEE 10' -30' 10' -30' SEE
NOTE 12 NOTES
8 & 12
0.5' 6' 3' t 3' 6'
EXISTING
GROUND SEE NOTE I SEE NOTE I
S RI Cl PROFILE T
Cl Rl S
POINT
0.02
EXIST EXIST_ _0.02
9.5" 9.5"
T 6 DI u DI 6 T
El El
VARIES VARIES
8' -29' 8' -29'
GRADE TO THIS LINE
TYPICAL SECTION NO. 8
-Y3-
STA
10 + 35.00
TO
10 + 93.49
-Y4-
STA
10+50.00
TO
10+93.48
-Y5-
STA
10 + 16.50
TO
10 + 57.00
-Y6-
STA
12 + 10.3 3
TO
12 + 67.44
-Y7-
STA
10 + 16.64
TO
11 + 31.00
EXISTING
GROUND
-Y8-
STA
10 + 16.58
TO
10 + 72.00
-Y10-
STA
11 + 00.00
TO
11 + 53.50
-Y11-
STA
10 + 70.00
TO
11 + 38.50
-Y19-
STA
10+16.50
TO
10+67.00
-Y20-
STA
10+19.00
TO
10+81.50
Al I PROPOSED 8"' PORTLAND CEMENT CONCRETE PAVEMENT (WITHOUT DOWELS)
C, PROP. APPROX. /.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SO.YD.
C2 PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
C3 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
C4
AN AVERAGE RATE OF 1I2 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED
IN LAYERS NOT LESS THAN I.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE D/
119.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00,
02
AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER I" DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
PROP. APPROX. 4' ASPHALT CONCRETE BASE COURSE, TYPE
El B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SO YARD.
PROPOSED VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25.00,
E2
AT AN AVERAGE RATE OF I14 LBS. PER SO. YARD PER I' DEPTH, TO BE
PLACED IN LAYERS NOT LESS THAN 3"' OR GREATER THAN 5V2" IN DEPTH.
J/ PROPOSED 6"AGGREGATE BASE COURSE
J2 PROPOSED 8-AGGREGATE BASE COURSE
RI PROPOSED 2'-6-CURB AND GUTTER
R2 PROPOSED P-6"CURB AND GUTTER
� -Y-
R3 PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED -IN)
-Y6- EDGEMONT DR (SR 2300) 9.5' 2.5 VAR/ES VAR/ES 2.5 9.5'
NOTENE 5 /0' -30' 10' -30.1 SEE 5
R4 PROPOSED 8" X 18- CONCRETE CURB
2' l0' l0' 2" 8' 0.5' 6'jw 3' 3' 6' 0.5' S
PROPOSED 4" CONCRETE SIDEWALK
EXISTING EXISTING
GROUND SEE NOTE l SEE NOTE I GROUND
S RI Cl GRADE W C/ RI S
POINT T PROPOSED COMPACTED EARTH MATERIAL
EXISTING _ _ Zy 0.02 0.02 0.02 _0.02 2°I
GROUND -
PROFILE V CI POINT _ Z.1 - - \� 2y - _ U EXISTING ASPHALT PAVEMENT
% � - - ,
L
9."
EXIST EXIST 5
Z� 6" 9.5" 6"
- - - \\ 4/ T E/ DI U Dl El
T V MILLING ASPHALT PAVEMENT, /.5" DEPTH
EXISTING 2:1T VARIES VARIES
GROUND (�
/8, O 8 -29 8 -29,
W WEDGING DETAIL FOR RESURFACING
/2" /2" GRADE TO THIS LINE
NOTES:
TYPICAL SECTION NO. 9 TYPICAL SECTION NO. 10 1. SEE PLANS FOR SPECIFIC SIDEWALK LOCATIONS.
2. SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT TO
-Y6- STA 12 + 00.00 TO 12 + 10.33 -Y12- STA 10 + 20.00 TO 11 + 09.03 -Y15- STA 10 + 18.50 TO 10 + 85.00 PROVIDE I'MINIMUM WIDTH OF FULL DEPTH PAVEMENT.
-Y12- STA 11 + 46.16 TO 12 + 32.00 -Yl 6- STA 11 + 39.00 TO 11 + 92.04 SEE "MILLING AND SAWCUT DIMENSION DETAIL" ON SHEET 2A-3.
3. WEDGE EXISTING ASPHALT PAVEMENT PER DETAIL (SHEET 2A-2) TO ESTABLISH
-Y13- STA 10 + 18.51 TO 10 + 92.00 -Y17- STA 10 + 18.22 TO 11 + 05.00 6% MAXIMUM SUPERELEVATION. SEE PLANS FOR LOCATIONS.
-Y14- STA 11 + 72.41 TO 11 + 96.49 -Y18- STA 11 + 00.00 TO 12 + 85.00 4. CONCRETE SIDEWALK SHALL BE 6" ACROSS DRIVEWAYS.
5. SEE PLANS FOR RETAINING WALL LOCATIONS.
6. USE J2 SECTION WHERE PAVEMENT WIDENING IS GREATER THAN 6".
7. SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
-Y14- CAMLEY AVE -G1- HOUSE CREEK GREENWAY 8 10+AIN 85.00IST TO 116+31 00 (RT)DR TOA NC EXIST SCU BALK & GUTO ER AND STA
FROM -L- STA 100+00.00 TO
2' l0' l0' 2' 8'
-G2- HOUSE CREEK GREENWAY 9. SEED EWALK CROSS -SECTIONS FOR CROSS -SLOPES AND+CUTO AND) FILL SLOPES.
10. INSTALL 4" CONC SIDEWALK FROM -L- STA 107+10.00 TO 108+31.12 (LT).
3' 5' 5' 3'
11. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT ALLOWS THE
MINIMUM SURFACE COURSE DEPTH.
EXISTINEXISTING 12. USE 4' BERM ON -Y4-, -Y6-, -Y10-, -Yll-, -Y13-, -Y16-, -Y17-, CONCURRENT REVIEW APPROVAL
GROUND G GROUND \ GRADE C2 AND -Y20-. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
GRADE V CI POINT EXISTING 13. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. plans for the proposed use have been reviewed for general compliance with
POINT 0.02 GROUND applicable codes This limited review, and authorizaticn for construction is not to
0.08 be considered tc represent total compliance with all legal requirements for
0.02 0.02 ---
Zgl \ 2/ development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with aEl applicable City, State and
\� B" \• Federal laws. This specific authorization below is not a permit, nor shall it be
EXISTING 2,1 T 6"" 6. construed to permit any via€aticn of City, State or Federal Law. All Ccnstructicn
GROUNDJ must be in accordance with all Local, State, and Federal Rules and Regulations.
T OU l8" T GRADE TO T
/2" THIS LINE TRANSPORTATION FIELD SERVICES
/2"
PUBLIC UTILITIES
TYPICAL SECTION NO. 11 TYPICAL SECTION NO. 12 STORMWATER
-Gl- STA 10 + 10.34 TO 13 + 96.38 PLANNING/ZONING
-Y14- STA 10 + 60.00 TO 11 + 72.41 FIRE
-G2- STA 10 + 10.34 TO 22 + 24.38 URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PREPARED IN THE OFFICE OFo ����cARoj��� PROJE �T.
�•� 'pF � S S /p ��,
��•• BLUE RIDGE ROAD WIDENING
NC LICENSE #F-0102 � •� SEAL 1'
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 TYPICAL SECTIONS = 024436 NOT TO SCALE
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of service, is
PHONE: [phone] F�/G I N���•
intended only for the specific purpose and client for which it was prepared. Reuse of and improper im e ))Horn
��F•• 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, i�F�•••.,,,,,.••'•Q�,���
shall be without liability to Kimley-Horn and Associates, Inc, ©2019 IFI� W �0,,� JCB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2019 ���//���� 0 1 1063094 2A-5

�L -L- BLUE RIDGE RD
PAVEMENT SCHEDULE
Al I PROPOSED 8"' PORTLAND CEMENT CONCRETE PAVEMENT (WITHOUT DOWELS)
O
O
BEGIN END LT/
LINE STATION STATION RT (AJ
l8' 2.5 VARIES
-L- / +7/.11 15 +03.42 RT 3' 0 -ll'
-L- 10+81.13 12+37.34 LT 3' 2' /0' 6'
(A)
EXISTING
GROUND R/ C3
,V
70.02
Jl T 6 Dl
E/ N I SEE NOTE 6
I
//'
4
C3 T
PROFIT
EXIST POINT
U
/4'
6'
6'
(A)
RI
S
0.02
SEE
NOTE I
6" ( T i fTYPJ
DI
43' E/
GRADE TO THIS LINE
TYPICAL SECTION NO. 1
-L- STA 10 + 41.08 TO 16 + 22.00
k+ t
SEE
TiV C3 NOTE P)2
CC3
EXIST
U
EXISTING
GROUND
�L -L- BLUE RIDGE RD
BEGIN END LT/ I
LINE STATION STATION RT (AJ 18' 2.5' ll' //1 //1 2.514'
-L- I9 +12.49 2I +58.95 LT 3' W _ Q
W
-L- 3/+50.00 33+70.00 LT 7.5' i i =
Z
2' l0' 6' Q Q Q 6' 6' 2'
-L- 33+70.00 34+90.00 LT 22.5' (A) (A)
EXISTING � EXISTING
GROUND C2 SEE SEE GROUND
-L- 46 +50.00 47+35.00 LT 3' Rl C3 NOTE V NOTE C3JF8 S
3 3
3� 0.02 PROFILE 2
EXIST POINT EXIST
-L- 50+00.00 50+13.63 RT 8' // � �--- ---,
i
-L- 60+19.14 60+95.93 LT 8' 6" 6" ll" ll"
J/ 6," -L- 62+55.31 63+35.52 RT 8' T DI El VARIES
-L- 65 +86.59 69 +18.26 LT 0' 24' -3I'
-L- 70+45.86 72+96.6/ LT 0' GRADE TO THIS LINE
TYPICAL SECTION NO. 2
Q Q
W Z
i =
= v
� Q
IN �/
VARIES GRADE
--- PIN Or VARIES
U U
TYPICAL SECTION NO. 2A
L- STA 17 + 55.00 TO 19 + 65.00
-L-
STA
16 + 22.00
TO
61 + 45.00
-L-
STA
111 + 15.00
TO
114 + 18.00
CQ m
W W
z ?
9.5' v
9" 9"
R3
U
TYPICAL SECTION NO. 213
-L- STA 38 + 31.00 TO 38 + 71.00
REV. No.e I REVISION: DATEe DRAWN BY: 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
■
imley))Horn
8' 1 /4'
v
Z
v
GRADE TO J LJ El
THIS LINE
TYPICAL SECTION NO. 2C
EXISTING
Y GROUND
-L-
STA
27 + 24.00
TO
37 + 50.00
(RT)
-L-
STA
40 + 2 7.00
TO
50 + 90.00
(RT)
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
Cl PROP. APPROX. /.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
C2 PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
C3 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
C4
AN AVERAGE RATE OF II2 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED
IN LAYERS NOT LESS THAN I.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE D/
1I9.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00,
02
AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER I" DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
PROP. APPROX. 4' ASPHALT CONCRETE BASE COURSE, TYPE
El B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SO YARD.
PROPOSED VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25.00,
E2
AT AN AVERAGE RATE OF I14 LBS. PER SO. YARD PER I" DEPTH, TO BE
PLACED IN LAYERS NOT LESS THAN 3"' OR GREATER THAN 5V2" IN DEPTH.
J/ PROPOSED 6"AGGREGATE BASE COURSE
J2 PROPOSED 8-AGGREGATE BASE COURSE
RI PROPOSED 2'-6-CURB AND GUTTER
R2 PROPOSED P-6"CURB AND GUTTER
R3 PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED -IN)
R4 PROPOSED 8" X 18- CONCRETE CURB
S PROPOSED 4" CONCRETE SIDEWALK
T PROPOSED COMPACTED EARTH MATERIAL
U EXISTING ASPHALT PAVEMENT
V MILLING ASPHALT PAVEMENT, I.5" DEPTH
WEDGING DETAIL FOR RESURFACING
NOTES:
1. SEE PLANS FOR SPECIFIC SIDEWALK LOCATIONS.
2. SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT TO
PROVIDE 1' MINIMUM WIDTH OF FULL DEPTH PAVEMENT.
SEE "MILLING AND SAWCUT DIMENSION DETAIL" ON SHEET 2A-3.
3. WEDGE EXISTING ASPHALT PAVEMENT PER DETAIL (SHEET 2A-2) TO ESTABLISH
6% MAXIMUM SUPERELEVATION. SEE PLANS FOR LOCATIONS.
4. CONCRETE SIDEWALK SHALL BE 6" ACROSS DRIVEWAYS.
5. SEE PLANS FOR RETAINING WALL LOCATIONS.
6. USE J2 SECTION WHERE PAVEMENT WIDENING IS GREATER THAN 6".
7. SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
8. RETAIN EXIST 2'-6" C&G AND CONCRETE SIDEWALK FROM -Y7- STA
10+85.00 TO 11 +31.00 (RT). RETAIN EXIST CURB & GUTTER AND
SIDEWALK FROM -L- STA 100+00.00 TO 100+25.00 (LT).
9. SEE CROSS -SECTIONS FOR CROSS -SLOPES AND CUT AND FILL SLOPES.
10. INSTALL 4" CONC SIDEWALK FROM -L- STA 107+10.00 TO 108+31.12 (LT).
11. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT ALLOWS THE
MINIMUM SURFACE COURSE DEPTH.
12. USE 4' BERM ON -Y4-, -Y6-, -Y10-, -Y11-, -Y13-, -Y16-, -Y17-,
AND -Y2 0-.
13. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. rp
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�.�%ilisCAROl
_'RCi�IE:T.
S S'%d
q.�''.
� SEAL
SPECIAL DETAILS
024436 i � NOT TO SCALE
�'1 ,
4'Y � W. •�0,,,,� JCB NUMBER:
'fill
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
lans for the proposed use have been reviewed for general compliance with
ppllcable codes. This limited review, and authorization for construction is not to
e considered to represent total compliance with all legal requirements for
evelopment and construction. The property owner, design consultants, and
cntractors are each responsible for compliance with all applicable City, State and
ederal laws. This specific authorization below is not a permit, nor shall it be
cnstrued to permit any violation of City, State or Federal Law. All Construction
lust be in accordance with all Local, State, and Federal Rules and Regulations.
RANSPORTATION FIELD SERVICES
'UBLIC UTILITIES
TORMWATER
'LANNING/ZONING
IRE
JRBAN FORESTRY
€TE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
SHEET NUMBER:
0 1 1063094 1

0
0
0
N
r
NOTE: DETAIL PROVIDED BY NCDOT
AND DETAIL APPLIES TO THE PROJECT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD Si
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
PREPARED IN THE OFFICE OFo ��•�`��,CAR0jf*� -'F`' _IE ,T.
�•� 'pF E SS �p
��• BLUE RIDGE ROAD WIDENING
NC LICENSE 2 P E I A L DETAIL = SEAL
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421FAYETTEVILLE VILLESTREET,SUITE600 S C S 024436 ' NOT TO SCALE
This document, together with the concepts and designs presented herein, as an instrument of service, is RALEIGH, NORTH CAROLINA 27601
PHONE: [phone] F
intended only for the specific purpose and client for which it was prepared. Reuse of and improper Kimle >)) Horn
��F,�'•••NG NE�t,•; ����
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, �i�/`�' ..........
'
shall be without Klliabnity oAssoley-Ho Associates, 20 lgociates, Inc, ©2019 i�i,,,,; JoB NUMBER; 0 063094 SHEET NUMBER: 2C-

O
O
0
N
N
DETAIL 1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
_ GROUND
3% A — — —
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. 92 + 40
-L-
LT
DETAIL 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 0t Fill
Ground ? `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-I Rip -Rap
FROM STA. 112 + 65 TO STA. 113 + 50 -L- RT
6" ° ° 6 0.00
7"
7"
0.06
6" ° °0.06 0.02 \
, 0 7"
7" °
0.06
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural �•� oet Fill
Ground 3•� d'�Slope
D
1
FROM
STA. 43 + 00
TO
STA. 46 + 30
-L- LT
FROM
STA. 51 + 00
TO
STA. 51 + 95
-L- LT
FROM
STA. 75 + 00
TO
STA. 76 + 00
-L- RT
FROM
STA. 84 + 25
TO
STA. 85 + 80
-L- RT
DETAIL 8
TOE PROTECTION
( Not to Scale)
Natul
Grou
d=1.!
b=3.0
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"° ° 6 0.04 \
6" 0.06 0.06+ \
7•r
0.06
FROM
STA. 13 + 50
TO
STA. 17 + 2 5
-L-
LT
FROM
STA. 50 + 00
TO
STA. 52 + 00
-L-
LT
FROM
STA. 56 + 50
TO
STA. 57 + 50
-L-
RT
FROM
STA. 66 + 50
TO
STA. 68 + 00
-L-
LT
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
PREPARED IN THE OFFICE OFo
DETAIL 3 "
FALSE SUMP o
( Not to Scale)
Outside Ditch
Traffic Flow
2�•1 � 'I 2��
-S—
S = Ditch Slope
ll� Proposed Ditch
FROM STA. 51 + 97 TO STA. 52 + 12 -L- LT
DETAIL 9
RIP RAP AT EMBANKMENT
( Not to Scale) Ordinary High
101Water Mark
Pipe outlet 2.0'
[/
1.0'mimin.n• �
GEOTEXTILE Stop Rip Rap
and Geotextile
at Ordinary High
Type of Liner= Class II Rip Rap Water Mark
STA. 111 + 50 —L— LT
DETAIL 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 n 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
DETAIL 12
CONCRETE DITCH
BEHIND RETAINING WALL
( Not to BONpale)
RETAINING
WALL BREAKER
NATURAL
GROUND
Min. D = 1.0'
B = (1.0')
STA. 111 + 50 LT
FROM STA. 13 + 55 TO STA. 15 + 00 —G2— LT
• NC LICENSE #F-0102
Ki
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2020
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural A o' � Fill
Ground ?.� F����e Slope
D
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 r?
Ground
�� f GRNWY
O�
B -�
Min. D =1.0 Ft.,
B = 1.0 Ft.
b=1.0 Ft.
FROM STA. 15 + 00 TO STA. 15 + 50 -G2- LT.
DETAIL 13
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural N 01 Fill
Ground ? j D 3 \a,�,�e< Slope
F
LIBJ Min. D=1.5 Ft.
B = 5.0 Ft.
FROM STA. 113 + 50 TO STA. 113 + 95 —L— RT
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction Is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
CARo
o�°°•`ESSi �'�
�°oQpF ONE.°�
DRAINAGE DETAILS - �SEALI = BLUE RIDGE ROAD WIDENING
026480 �\
JOB NUMBER: SHEET NUMBER:
1illli��\`` 0 1 1063094 2D- I

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l
N
10
/ / N
P1 Sto 11+57.31 P1 Sto 14+23.30 %///, ; i P1 Sto 9+21.03 P1 Sto 13+81.29 P1 Sto 18+94.40
l \� = 12 00' 47.7" (RT) 0 = 5 08' 03.2" (RT )) / j , = 62 30' 50.0" (LT) 0 = 12 /2' 57.5" (RT) = 12 58' 29.5" (LT )
/ ` D = 3° 49' 57.0" D = 2° 20' 19.0" ! � / D = 9° 32" 57.5" D = 4" 58" 56.1" D = 153' 5/.6"
l r �9e \ l = = = 89'
= = /i ,/ /
L 3/3.46 L 2/9.54' / . / L 654.64' L 245J9' L 332.
T = 157.3/' T = 109.8.4 '/i /// / / T = 364.19' T = 123.06' T = 167.16'
R = 1,495.00 R = 2 X , o , 450.09 R = 600.00' R = l,150.00' R = 1,470.00'
i�� O SE _ EXIST SE _ EXIST / SE _ EXIST SE _ EXIST
RO - EXIST- RO - EXIST RO - EXIST RO - EXIT
�E-P�\�� JSANTE V i
DB 128,J /PG 2223 �) A / �0 / /// %�// ' / 458' C
.0�� I\1� A\VA�v
//��jj / -
og� - / / l / 1� / Y/ PC Sto. 0.00 /
\ I \
�6
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BEGINPROJECT , - ; 6���� B B & T , 2 - 9
BEGIN CO STRUCTIO EEI A H , , , ,\ _ / C0N�'�1' EPS
-L - POC Sto. 10 +4/.08 // / l / / N j ` \ / / A B U R T 0 N
DB 00 PG 00
FUTURE I40ROVEMENTS // 350' TURN
(BY OTHERS) / S�0 GE / - �� 00 PC 00 \� \ 6 \ ` ` J/ \ O�
11 's HL �0LE
00 RT TURN 75' RT TURN 2a 25 /
ORAG N SIGN
` / / LT RN TAp S N NC \
ST E NTAPER oo REGAIN �� e �\ / / 200'A TU ER / b / u F /1987
/ / / / ❑ SIG RELO- _ ND S \ I
T C CA /ON / 'o RELOCATION 2 -
(P RCEL 2) (BYROTHERS)1 a / BEGIN \ \ \ \ I \ 2s
E � MH-4o2 , /
s RETAIN � � o a- �
/ REM E �PECIAL � / ss
VE l �� IST 15"_ BACK CURB r N /
RE P 0 C� STA 13+50 _t__L - - 2G0'�T R� SST J�
/ 40'R 5-SE7 V / DI-402- TU GR
r Y OTHERS)
F ao 0410 _ _ o AG
REMOVE
- -L- POC Sto. 10+09.7I = ` \ \ �� �', � PUE / / RCP -IV , - �DWE I V=447.87' I I, \� /// / �ND SPECIALBAC6% E \
-Yl- POC Sto. 12+32.82 / ` \ ♦ y �� ,' /0, _ - CURB
F PVE l2/ II \ UE `ice/// �\ I STAI17+25 jL- LT
DR E /� �. SEE�ET/41t� \
= 9% 22' 12.4" / I 11 �u�r�-SSE PATH _ Tc T o `� w ��,
❑ - - m \
c,
� TCE � m 10" CONc
/ - - / / �/ �� /2 FouN TCE_ /'- �wi 4 CHL 1
-Yl- PCC Sto. l3+13.4fi l�gb/, _ \ - 5'R _ - o 5�B oat a" aI c►E
50.5' - � � �,�= I5° RCP _ _ _ ���o ,I'4LLEY Eo Ro
DESIGN NOTE: SPREAD / / - - �C //' S M -4UI C N EMOVF = _ /0',�U sv \ ` - DER QR gDWgY/ _
CALCULATIONS ARE BASED UPON 9�r- / / / //� i A15" RCP -I L E HID E R - // _ / SSE P,qT - - MH-
- SD 40,E
CITY OF RALEIGH STANDA1tDS USTR / / / / Q / y - -` R -
�_ RC
/ �' ` V RIABLE WIDTH PAVEDI ADWA/ / III / - -fNV= C AN ABSOLUTE INTENSITYI OF 5.76 / / / / / / ® \ W //' /6' 47.5" E �/� 7- W / / ��_ _ 041 > 4 INv=4 5�
INh4f�%A�NB AN -ALLOW4BLE SPEAD / - - _-
,�}}�i
/ OF ALF THE TRAVEL LANE �� / / / / / / / / 40'R ) / _ / / ' -/_ _ 15, CBS
/ // _ ��P IV C& G 041 15' RCP -
REYOVE EXIST , / / 6' CO 1120,R E / 1 / / a r �6. i / - _ - -51
/ CURB RAMP/ / �' /%' C S/DE K T
NOT �: W�-IERE " PILL CURB" IS CALLED / / / / / 3 , / / i - F - - TC 6' CO C S/DE ALK CB FKCROS D
OUT ON PLANS REFERENCE SPECIAL / / / / l2 _
CURB & GUTTER DETAIL 840d01 I / / / / / / / 2 / / / / v` E F 2T OR TCE CE - - - E - - --�
F
-� _
� E� �� moo° o CE � _
l / , / / E F
- _ W /3
m ❑
O-
/ `L / �� o` E L 5
GR / 0 � � �oN c X
/ 2 / / / / l 2 F � //��� / /�a / WE �l /; F�S ---- _ _ REMo�E 04 65'29'4
J0 R00VE EXIST `p . �i �� , / �/ / _ - - TCE P - - ❑3 lQ
CONC ISLANDS �� y� �/ �s / �� / �/ // - 445� T-� _ 3 'R
� / / / ) / / � � � � // _ - - TC�-
5'R
/ r o �6 -T5" RCP=ry
CONVERT c6 TO 4 CI F
JB W/MH <40 -
/ / I L PT Sto. 12 /1.48-
/ I - // I / I)IE
/ A I ( / RETAIN EXISTING 15" PIPE SYSTEM. C�NTRACTOff \ I
-Y1- PT Sto. /5 +33.00
/
f
,
/
�
J
2020 ADT -Yl-
/ 2040 ADT DURALEIGH RD
(SR 1664)
C
-Y1-
DURALEIGH RD
(SR 1664)
TO LOCATE ,ED.-PIPE OUTLE�CLEAN OUT /
AND�GRAD�E TO 9DRAIN /DOWNSTREAM �
-
/� L-u
�Cw
Rx URGENT / I II/ll/�
CARE
/ • �� �o" ( I ti /(//// / 1 / /, n W
-L - PC Sto. 12 +58.23 / I � /
-L - PC Sto. 17+27.24
ISTBkK US
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
MANNo (ll �*► CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
l i, A iM� All Construction must be in accordance with all Local, State, and
-, ETA -BELIE F�GE, EI/C // APS�P �s
47� , _ 466- ( ' - / -L - PTi, o /5 03 42 / '� / /r /
\ ( / DB 15�5 PC 1477 // /'/" + /� /� / j II Federal Rules and Regulations.
.`691 1984 P-0 1152 / 0/ //la//
19400
20 0 / - 2\ \ ' J _ TRANSPORTATION FIELD SERVICES
BLUE RIDGE RD / ��40/ 8-402 _ ( CB-49'� / _ C5-404 C�-495- ///// / / / \ PUBLIC UTILITIES
(SR 1670) f I I l ( / / A� / / ( HOSPITAL INC/ %I I �� /
TOP=472.6k T`OP=469°06' / \,OP-45_8.76'/ / TjOP=44'f 16 - , TOP=445.81'
/ V �;
iNV 466.46' lV SIN-476.26' INV 4 22.66' _/tkV 4-N=441.29' I \ //x�%,�/ 1 I ! STORMWATER
\�U�V`OU-T-466°06' / INV,�O\UT=452°3�' \ �v OUT=442.34' ' INV OUT FL-L-OF DEBRIS _ ) < i l ` ///�SEE SHEET /5 FOR 1 L- PROFILE-
\-, J \ / / /
/ f - ��� \ � C \ \ / / � / � J PLANNING/ZONING
f DI-409� / ab-- Q 40�� \ \ SDI�H-401 / / �SD�H-4,O2 SDMJ 1-403 - SDMH-40_4 1 F J �// �/I �� / SEE SHEET 20 FOR -Yl- PROFILES
TCFP=467X' T9P 56 '61 ��� \ TQP-46�73 / O6 J TP=469°63' TOP=1.37' TOP=451°77' l / / / / /////� / \\�� \ - SEE SHEET 2D-1 FOR DRAINAGE DETAILS FIRE
INV OIET=464.32' INV OUT=44K22INV/I -47K2.- '10 / INV IN=463.37i 460--
/ J =14 74'/ INV IN62 88' -�_ - J / / / �� \ URBAN FORESTRY
- � = 3 DOCUMENT NOT CONSIDERED FINAL
456-
r / JNV-O T�4,2.6.8'- _ S IN-v- 6CT=462.71' _ - - - - _ _ /,�� \ > UNLESS ALL SIGNATURES COMPLETED
PREPARED IN TFE OFFICE 0_ o _'R0-1E T.
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
20 0 40
NC LICENSE 2 ROADWAY PLAN SHEET INOMPLETE PLAN
421 FAYETTEVILLE VILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601 DO NOT use FOR RW ACQUISITION L%
PHONE: [phone]
©2019 JOB NUMBER.
BLUE RIDGE ROAD WIDENING
SHEET NUMBER:
0 1 1063094 4

E
E
0
0
I
/� I I' �U CO STRUCT l0 _Y J _ L J \ `� _L- '7 OX STA -T o -
o NC w G� )o ��� // I -Y2- POT Sto. 10+90.00 gENTLEY RIDGE \ \�
�Jz I / 1.03% 0183% �E /
�- TO�INHOMES /
ONC �W
/ �/ W
VARIABLE w o I-AvRAi
2020 ADT
2040 ADT
ED DR
12000
BLUE RIDGE RD BEIUE�RI\/E ,F-\IfM/ONS Q r
(SR 1670) OFFICE CONDO
/L� DB 8255 PG 26
� PB 2000 PG
_ J I
-Y2-
ED DR �
In I I I I
\ N
-Y4- POT Stl ld+b0.10
AZ
S\to.L&00.00
BEGI CO �l0
vCO STRUCTI I / - Y4- POT 'Sto.110+50.00
T11 ` Sto. 0+35.00
I
-L`- I POTI Sto. 22+07.66` _ \ -L - POT Sto. 24+22.71 _
-Y3= PO -Y41 RT Sto. 11 +10.00
q Sto. 11+10.00
92° 08' 46.4 l ��u 22.2"
\ v
o
to 18+94.40
1-4 /2° 58' 29.5" lLT 1 \
L = 532.89'
T = 167.16'-
SE = EXtST
Ro = `t_X1ST­
BROWNSTONES\ AT 1
BENTLEY RIDGE
I
7500
7500
-L-
BLUE RIDGE RD
(SR 1670)
Ell, I
D
Cl
jil
b
IF
571
01
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DRAINAGE
im e >>> orn
T
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NOT DISTURB I `V , � PC Sto. Sl`A ]�+75.b1
o NOT Q lST RB
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r,
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DO NOT DISTURB 4.61 °ro 3�41 EXIST BRICK b�j(oT DISTURB I �� w� I I ,NOT DISTURB DO NOT/iDl TURD i
EXIT SIGNS F 2/ I� w i 3' M T L RA I� - LIMNS, AND' _
� _ GOING STEPS �QE CE (/
EXIST SlG>N � lV � V�1' �� � IST� SIG�y / l I
AND W ��S � r rr �l
XIST BRICK -�
_ I D� NOT DISTURB �` ��
RET INS EXIST UiG) TELECOMM CABLES AS
CB-50 J� OU9 rr r� 2 CONC _S_W EXIST SIGI�I DEP TE IN �JBO SHEETS
ADJUST Mill AS l -L- P � --Sto. 18+6/.20 R
_ NECESSARY-50E I
ill R _ � / JOANN HAMMERBERG - I I I I
� � ET AiNI N GBLOC -Y2 — POC Sto. 11+87.86-- �
� - � - 8i07049" - -DO- DSue
�\ 3o RCP LKD � A5 / y DB 8269 PG 794
'-�JllSF BRIQK - \
�_TC
98 PG 76I WA�l1 � -
- t5EWAINr-XISTBRKNOT DISTURB
DO NOT DIST-B�0WEXIST SIGN
/�`/
PLAS -
00 < O wF
ZLSa I�QLU ND ENTEEY IDS PI � �-
----E�D SPILL CURB METAL CE I WN\S AS�SOCIATIL_ � BST
9EGW �PCt90-L- L�8PGDB927-\s���- 447 4 8 Peas � I2 y 4a° PI��sTle �PB 2� //.5 //.�' � �_ F WE—
W E /2 =
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— — - _ — Cell
CB-510 o R
> 15" RCP -IV CB-F
0510 Ir Z 6 C6=G-IV � 50 P SE *
/ i1 CB-F 50 2'_6.0 CB-G 5" RCP -IV —L— CB-G 1 5' RCP -IV � �
B 50 cn
ti8 5 _
v _CE S o _z 677 ju �, �� c6- 051 3 8' /l6'OR
V 3G TICE 6' CO C SIDEWALK-
-
-
—� — -_ — — — — F — S'�
H
Q EMPOR�RY D 15 o I -� - 3-
- - - ❑ T R � W
SIGN � �� 33' DR S 442 - - TCE W
ELOCATIQN l L E /2 \ � F— DINE❑ � � I�
(PARCEL "7J s � � E - c o N c c& G
ALE / — � ` 4 \ �\ � / / 30�� � NOT DIST�I�[�� z � 441
CON c&( / colvc�sw r � � / �, � _ \I 0 C 0'�I C )B L 0 C K \ \ / �r I \ \ C 0 C SW T CHAIN LINK / 2„ W � 3 7 J
RC�TAINING WALL
CONVERT 'DITO BST -- --'� � BST � / F NCE
\ / CITY of R��EI
JB W/SLAB LID. 051—
/ / TRANSIT ASEMEN COf�f7C SI
DO NOT ❑ 10" CONC'BL�CiC— � �
DISTURB EXIT -- 2 0 �, 1 \ +05 DETAINING WALL-
- B M 2�� NpT DISTURB
� WOOD FENCE �
ISTBKD
RETAIN SYSTEM
F '-
\ _\ coNg \ \ �• � � / . / DAMES A KERS Y / J
— � - + DO NOT DISTURB DB �2 5�2 PC
�
EXIST CONC P,B 1974 PG 2 6 Y2 Sto. l2 33.5G /
\ �
432 I�� BLOCK Il1r/ALL � DO NOT (GRB � RANK I�iD 0 E I N ,�
\ \ �sTBKB�30 EXIST SIGN D D� 15�1k PG 2�54
CONC BLOCK
� coNc � �1 PB 1974'�G 280
� co°Ncl�
\ � _ REX V) PIN -
-428i / II 45 4 �/ I ........
DI-5 � �ERESSA BRA LEY x � I �Q
F O DB I059'3 PG 1922
VA I lo° coNc BLot��K
RETAINING WA'LL� �
\\ \� /P`D J974 PG 28C� � \ /
oo� �� o � S 4z4 E D CONS �TIIb 7`g' sD \ o� / � Al� _�
PS � oN -Y2- P054, 7 01 L - POT St26 +5�.(�� / I
Ao 7 �Q M Y5 - P T StO.1Q+00.,00 �`
A & A L E� �� // � � 12' �8:8p "�a 436
DB 16664 PG 2583 l., /
PB 1985 PG 2122 5df5t \ Z �\ \ \ / \ ( � ✓ / n \ /
0 CONCURRENT REVIEW APPROVAL
CONC I I N \ CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
v E ?� CO STRU6Tl0
DI-501 DI-502 DI-503 Plans for the use have been reviewed for general compliance with
F cB15ol �3 - - ��-YS- POll T `S�bti 10+57.00 �' proposed p
1 � I \\ � applicable codes. This limited review, and authorization for construction Is not to
TOP-w 8,41' / STOP-433,65\ TOP-428,04'
� -Y2 POT Sto /4+00 00 — /� — — � � I N � O� be considered to represent total complianceproperty
with all legal requirements for
050 IN\L IN-�35,81' INV\II�I-428,85 \ INV IN-424,49' development and construction. The roe owner, design consultants, and
INV OUT 433,16—INILIN 427,70 INV OUT 424.14 � o _ � contractors are each responsible for compliance with all applicahleCity, State and
/ Federal laws. This s ecific authorization below is not a permit, nor shall it be
INV ouT=427,\ MARIE MOODY�4\ � � p
� construed to permit any violation of City, State or Federal Law. All Construction
D B 7 5 ,� G �\O/ r
must be in accordance with all Local, State, and Federal Rules and Regulations.
H-501 / SDMH-502 �
)� PB 1974�PG P80
TOP= 4�.38' / T-9��3,50' / / / % / / \ TRANSPORTATION FIELD SERVIC�S
�T c�.�/ l — � '
/ INV IN- 0 3' Y-5 P0/ -_- .J/CJ. 12f PUBLIC UTILITIES
S � S�IEET l5 FOR L - Pf�OPILE \
INV I� .13' (E I / / / STORM WATER
/ INV l�-�8,08' ,a ,s - `420- `�
INV (T=�37, 8' � —
' � �o, 5 / i / �/ / EE SHEE'PROF/ ES
� / �\ � \ — — � / ( I / i- / A2 F23 _, \ \ ✓ PLANNING/ZONING
� CB-50'R — CB-503 4 i CB-50�5 CB-506 _ CB-507 �B �O8 B-509\C�I9, %CB-�12 .� SEE �HEE?�l FOR �Y5 — \PROFIL��
�, 44,`''�8'"� - TAR=�41,�' oR=4,3a,7-� ��StE SHE�� RD-1 F0�
I�E�TAILS FIRE
/T P=42 58' TOP=449e74\� TOP=445e50' \ � TO�� �\\ TOP=434,07' v'S\\ TOP\-442,20' TOP=44,5;11' TOP=4�+2,14' TOP-4�.�� — , ,, �
/ INV IN=41�98' � FILLED WITH WATER � FTLLED WITS' �ATER� � F
ER INV OUT=1431.57' \ \�IidV IN-\438,97' INV` Ak�1=44�9�' INV OUT=4�9,86'y=81" ,\ \��URBAN FORESTRY
w I V\OUT= 38,25' / / ✓�38\ o,/!���// � \ \ � � \ � _ / / / / � _ DOCUry�EN �IOT CON�IDERE F�1 ��qq,,LL,, \ 1
� UNLESS AL'L�,c SIGNATURES COMRL�Y"C�DT � SITE ACCESSIBILITY
I / �
PREPARED IN THE OFFICE OFo
�R')JE:T.
�� cAR if
■ :�� �'��:: 20 0 40 BLUE RIDGE ROAD WIDENING
NC LICENSE #F-0102 SEAL
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 ROADWAY PLAN SHEET -
RALEIGH, NORTH CAROLINA 27601 � 024436
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- PHONE:[phone]
�� it`• �G I NEB �
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ��F,�•••••.....•••'•Q�O
shall be without liability to Kimley-Horn and Associates, Inc, ©2020 ,,,"' F
BER; 0 063094 SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2019 11

O
O
-Y6 - - - - - _
\ I J PI Sto 39 +32.33 � I I I I P/ Sto // +7125
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NREV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 ROADWAY PLAN SHEET
e orn RALEIGH, NORTH CAROLINA 27601 024436
This document, together with the concepts and designs presented herein, as an instrument of service, is PHONE: [phone] �•�� �'
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SEAL
REV. No.:
I REVISION:
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DRAWN BY:
CHECKED BY:
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421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
ROADWAY PLAN SHEET
024436 -
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This document, together with the concepts and designs presented herein, as an instrument of service, is
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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., 2019
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im e orn, RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2020
ROADWAY PLAN SHEET
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PREPARED IN THE OFFICE OFo ,CaR�I f� DRo._IEcT.
N INC LICENSE #F-0102 = �� SEAL ��' 2 0 0 4 o BLUE RIDGE ROAD WIDENING
NREV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: E 421 FAYETTEVILLE STREET, SUITE 600 ROADWAY PLAN SHEET
im eRALEIGH, NORTH CAROLINA 27601 024436
This document, together with the concepts and designs presented herein, as an instrument of service, is
H o n PHONE: [phone] F
N intended only for the specific purpose and client for which it was prepared, Reuse of and improper NGINE��•��`
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ��F,�•'•••.....•••'•Q�O
shall be without liability to Kimley-Horn and Associates, Inc, ©2020 Q �J JOB NUMBER: SHEET NUMBER:
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2720 TOWNEDGE CT
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction Is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVIC�S
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
20 0 40
SEAL
BLUE RIDGE ROAD WIDENING
NC LICENSE #F-0102 � •� ��
REV. No.:
I REVISION:
DATE:
DRAWN BY:
CHECKED BY:
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
rum e orn PHONE: [phone]
©2020
ROADWAY FLAN SHEET
024436 -
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This document, together with the concepts and designs presented herein, as an instrument of service, is
intended onlyfor the specific purpose and client for which it was prepared, Reuse of and improper
P
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
JOB NUMBER: 0 1063094
SHEET NUMBER: 0

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Plans for the proposed use have been reviewed for general compliance with
P G 115 7 4J \ �" `"'' \ \ ( I Q G / N { 2' — / / / _ / / / 29 applicable codes. This limited review, and authorization for construction Is not to
` /I /INS-324,02' be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
/ / \ contractors are each responsible for compliance with all applicable City, State and
/ \ Federal laws. This specific authorization below is not a permit, nor shall it be
Y5 PT Sto. construed to permit any violation of City, State or Federal Law. All Construction
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This document, together with the concepts and designs presented herein, as an instrument of service, is PHONERALEIGH, NORTH INA 27601 ✓:
PHONE: [phone] F
N intended only for the specific purpose and client for which it was prepared. Reuse of and improper �iF�• NGINE��•�♦*
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Copyright Kimley-Horn and Associates, Inc., 2019 ��rrufillit
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0 1 1063094
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INV 0LT %, i' D INV OUT-287.�4'''' ^/ p be considered to represent total compliance with all legal requirements for
CB*1";-,L?� \ 1 I S E I �4EET eR12F R 0/ //t/D i1 U0/ /T DCT i1 // I I / I// — development and construction. The property owner, design consultants, and
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INV/IN=258�fl I I ) I SEA S/�EET / � TL PROFILE ///��� / Federal laws. This specific authorization below Is not a permit, nor shall it be
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S/-/EIET^ 23 -FOR -Y18 & -Y19 PROFILES // construed to permit any violation of City, State or Federal Law. All Construction
E L L K E KALE E A 1, R A t K E E E E ( / / / I/ I / I ^ \ / \ V (/ / / / / / / / \ / must be in accordance with all Local, State, and Federal Rules and Regulations.
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PUBLIC UTILITIES
STORMWATER
0
NREV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
ll� This document, together with the concepts and designs presented herein, as an instrument of service, is
N 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
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im e >))Horn, RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Q 2020
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ca Rol f�
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ROADWAY PLAN SHEET SEAL
024436
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PLANNING/ZONING
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20 0 40BLUE RIDGE ROAD WIDENING
JOB NUMBER: 011063094 SHEET NUMBER:

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NOTES: L - -Y20 - - // - z6�� // /i / �2� /i '' -G2 -
/.RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT / /
UNLESS OTHERWISE NOTED P1 Sto 112+16.98^ P1 Sto 10+22.72 \, '-P�Sta 10+98.64, �� �26�P� t'c��� e lf�+-28.54 Pl Sto 12+14.66 _
' p ''� ! "40° 00' 32.1" (LT) p = 480 35' 34.3" (RT) yam,
2. ALL POLES, HANOHOLES, MANHOLES,VALVES, METERS, AND J p = 8° 23 2/.3 (LT) p = 3� 3 .6./.(L�) p = 8• l3 09J (f %)/ / 40' 34/�b. /KEY /� /
HYDRANTS TO BE ADJUSTED TO GRADE BY UTILITY OWNER , . / .0 / / . ,
UNLESS OTHERWISE NOTED D = r 58 32{6 D = 90" /�4 5�� b = 8 /l Off. _, // �o D/ - 4& $52 / / / / / = ll4 35 29.6 D -- , ll4 5 .6
3.REMOVE HYBRID BEACON AND INSTALL HAWK � 2i / ' / / 2, ' - ' �S y�
�9 = loo.42N - ,25,�, ti ,tip, / 2 - 34.9/ L 2.4i -
PEDESTRIAN SIGNAL L = 424.62 L = ,�4 �� 2 2 / ,�/ �,
4, RIPRAP AT EMBANKMENT T = 2/2.69' £° T = 72'- / 293_ �0,2 / / �� r _ �� . ' °% 2�/ /JT = 18.20 \T 22ST7
SEE DETAIL 9 R = 2,900.00' R_ - �0,0.04'i l i�/1 / �(l ������.% '/ ' R 50.00' , /-R / p0�0�
T lS.Y. S L V / ) // /
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5. RIPRAP AT EMBANKMENT RO - 5T L 2 / / / a/ 11-/ // /� / / SD H(
EST. 0 S, . GFD SE = RC
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EST.3 TONS CL-ll RIPRAP /;�`°/ / / /// / j /� d / / -G2- P ,Wa:
EST. /0 S.Y. GFD i N / / / / , I
6. RIPRAP AT CULVERT UPSTREAM - - / _ 'S / C / i x
EST./00 TONS CL-// RIPRAP Pl Sty 12+43;74 Pl St0 + _J+ 2�� Pti y6�r� /// / l// P41 fi'/ //j Pl Sto 19+7 .�3 �/ / / "/ //i/i /� // RFaq Nv- �,64' 0O
EST. 160 S.Y. GFD 30,A =/' 20° 56' 33.3" (LT )< p/ = 52" '-0QQ.�2"-(RT / "-4�°i0,7` % . " / f) /Q /fir �0 �i /(RT) p l5' 34' 9'(LT)
7•Es50 TONSRIPRAP AT UCLE�RIPRAPSTREAM D ll4° 3 ' 29.6" 'D 2 52.4" z�.9" D = 22° 55' 05 / ' / �, S
EST. 240 S.Y. GFD L = l8 z( 7'/ / / / �O / �/ �/ / / / 7 T / ' // / % / C . ' V L� z.� l /.�j/ / / L 6 .9 \ PERMANENT.
T = 9 4' 9758' ` / �/ 1 6`. ; / / / `''/ice / i / = 34.20' - GREENW AY
EXIST/PROP TRAFFIC SIGNAL R = 50• . / z j , / / /// / // / . / EASEMENT
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
ans for the proposed use have been reviewed for general compliance with
plicable codes. This limited review, and authorization for construction Is not to
considered to represent total compliance with all legal requirements for
velopment and construction. The property owner, design consultants, and
ntractors are each responsible for compliance with all applicable City, State and
deral laws. This specific authorization below is not a permit, nor shall it be
nstrued to permit any violation of City, State or Federal Law. All Construction
be in accordance with all Local, State, and Federal Rules and Regulations.
RANSPORTATION FIELD SERVIC�S
UBLIC UTILITIES
ORMWATER
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20 0 40
BLUE RIDGE ROAD WIDENING
NC LICENSE #F-0102 SEAL � •� ��
REV. No.:
I REVISION:
DATE:
DRAWN BY:
CHECKED BY:
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
e urn PHONE:[phone]
Q2020
ROADWAY PLAN SHEET
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This document, together with the concepts and designs presented herein, as an instrument of service, is
intended onlyfor the specific purpose and client for which it was prepared, Reuse of and improper
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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
JOB NUMBER; 0 1063094
SHEET NUMBER:

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SEE DETAIL s R = 3,220.00' R = 37/.00' R = 75.00'
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EST.40 CY DDE
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Y121 P • � 02 J / I / /s T E/v E /G A D �_ - / \ %� -� \ �` 11 \ Z - / / �69� g9 \ / ) L ( / I construed to permit any violation of City, State or Federal Law. All Construction
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YCSB ;'amLP-(� IIr DOCUMENT NOT CONSIDERED FINAL 1 \ 1 1
UNLESS ALL SIGNATURES COMPLETED
9 SITE ACCESSIBILITY
PREPARED IN THE OFFICE OFo �r►►►���nq PROJECT,
REV. I 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
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Q 2020
SS'/4%
ROADWAY PLAN SHEET SEAL
024436
IN
�u�u►v�
20 O 40BLUE RIDGE ROAD WIDENING
JOB NUMBER: ISHEET NUMBER:
0 1 1063094