20200349 Ver 2_05_Redline_Blue Ridge_20200423

O
01
O
N
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)
O
O
M
0
N
N
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
O
M
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

T
T
O
0
N
N
rl'
/ / N
PI Sto 11+57.31 P1 Sto 14+23.30 %///, ; i PI Sto 9+21.03 PI 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 I2' 57.5" (RT) = 12 58' 29.5" (LT )
/ ` D = 3° 49' 57.0" D = 2° 20' 19.0" ! � / D = 9° 32' 57.5" D = 46 58' 56J" 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 EXIST
�E-P/ JSANTE 'r i �j
DB 128Q3 /PG 2223 0 / 458
O/�A4_
41 v i
L
O
I ogb Y/- PC Sto. 0.00 vv I
/
Y> \ \ \ 1 — % — /2STBKD _a54
BEGINPROJECT _ , , — ' / / �� \ �o / 2 - 9 v _ y �o� �
BEGINCO STRUCTlO // p v ELI A R v , , / v ,� _ — CONS �1' EPS
—L — POC Sto. 10 +4/°OS — /, , ' A BURTON
O � \\ �
FUTURE I40ROVEMENTS -350' TURN / / —
(BY OTHERS) / / / A Sf 0 GE / / — 00 PC 00
/ r / ^`' /00 RT T J z4 zs I I I HE V)'vL) Aha A � 0JE
URN 75 RT T URN i O y. �\ _
STORAGE / LT N T ST E- rn TAPER \ od REGAIN �� e � � O' TU V I 8N I N\C
/ 20
/ / 2 N SIG `n / \ / Aiyp R APE j� / u r
SIG RELO- tQ RELOCATION *2- MH 402SH/F dsa
TCE CA /ON l
RCEL *2) (PARCEL *2) RETAIN
RETAIN / BEGIN PE IAL 6°/p \ \ \ \ r / I v \ 2S \
/ REMCDX�E BACK C----
Y OTHERS) RE VE �� IST 15'_ -- _ — \� cV 2OQ� T
REMOVE 5" P O� ��r _ STA 13+50 =t=-L- /
C40-SEE_DETAIL 7 ���111 \ DI-402 STOR
❑ o AG
49 R � F P 2 0410 / / �' RCP -IV � — J l I ` / �ND SPECIAL 6% E \
L POC Sto. 10+09.71 - .T ❑ — UE AWE — v=447.87' ///
�, F / — — I \\ Q BACK CURB
-Yl - POC Sto. 12+32.82 / y i �� /o' — — PUE / 2 / / \ / ` /�, SSTAEE 1 ET 25 L LT \
A = 97° 22' 124" 1 / 11 �%ULT/-USLc /,ATR OR = o 'f C T p/ EUErri
/ / . f
Z /2 � Fo � TC
D
- /LLJ
❑ 3 3 _ _ - TCE oNc
- 0 GJJB 041 / ��_�E Ell /
Yl - PCC Sto 13+134fi / / �N / N
W 50.5 5"
_ a R/VE
�► //RCP S M -4bl C N — _ — _ - .E \ \ �\ FiLwA°E�A��EY p ED RogDwgy
DESIGN NOTE: SPREAD / / — ; EMOv (/ _ _ R /
CALCULATIONS ARE BASED UPON 9�f / ' / - O
><� j / ' � -US — � � � _ ' �u��L SDMH- 1
CITY OF RALEIGH STANDA1�DS USTR / / // ' E_ R,^ 40� l(�
' V RIABLE WIDTH PAVEDI ADWA - _
AN ABSOLUTE INTENSIT'd OF 5.76 / / / �� ® \ W ///6' 47.5" E �j / "' / �� = �� — 4
IN %A'NB AN -ALLOW BLE SPEAD j , / ,_ , o� Y ill / / , _ 041 ��V �
OFhI'ALF THE TRAVEL LANE (� / i / / / 2 6 C$�
ti / 40'R / i / / / _ - -�� N _ 15 RCP
/ / 6 CO C S/DE 20 R 3 _ — 1 i 4 P= c& c oa= � REMOVE EXIST � , / � ❑ °' � 2'
/ - CURB RAvP 3 ` - / _ — _
NOTE: WHERE '"'SPILL CURB- IS CALLED —
OUT ON PLANS REFERENCE SPECIAL _ _] , - -
CURB & GUTTER DETAIL 840d01 TC / / / / / 2 / / / / +` ❑ E F 2T OR r TCE �7iF — F— — — — - — — �5`R - &G '
T Ct � EVE j � T „ \ CE l � R _ — _Iv— _ - � O
l / ''' o /�� _ l3
/� p — — (_0 c ❑
/ ti / °z / E W E F� - — MODE 6 I\ 2 / / / / F / \ ��J�r ��� RE
/ / / / / rc
— G� F� 3 5'R
�� REMOVE EXIST �� 445 �E R
CONC ISLANDS T
Tj �6 I /� / — — — RCP--Fv T �%
3STBLKBUS ,c I o �// — / — -- - REMC / �'►� S 1 _,. p I
/ S9 �� \ c / / / / CONVERT CB TCI F
Ne / / _ \ — — —
/ - PT t I +114 JB W/MH
° /� v I � L Sto. 2 . 8 1EXISTING RETAIN 1454' PIPE SYSTEM. CONTRA_CTO—R
-Yl - PT Sta. 15 +33.00
/
1
r
2020 ADT -Y1_
2040 ADT DURALEIGH RD
(SR 1664)
9400
12000
BLUE RIDGE
(SR 1670)
-Y1-
DURALEIGH RD
(SR 1664)
TO L_CATE ED.-PIPE OUTLE�CLEANOUT /
AND- GRADE ",ED.-PIPE
/DOWNSTREAM 4 II
/ v �\ I I ( �ti \ 1 l _ _ _
// v _
R x URGENT
CARE
v -L- PC Sto. 12+58.23 / / l I /����� / -
/NTH / .
-L PC Sto 17+27 24
ISTBkKBUs
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
/ ll/ kj W CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
co
Viq i0 q I mo, All Construction must be in accordance with all Local, State, and
J47I'/ J ) J \ / _ ETA-BEUE RP GE, EI/C / / �� /� APs) /
/ \ S _ 466 ( \ \ / -L- PT/ to. /5+03.42 / Federal Rules and Regulations.
DB 15�5 PG 1477 // 1% /� / / II
1984 P-0 1152 / "�
TRANSPORTATION FIELD SERVICES
`B-402 / l ( CB 49'3) 1 / / CS-�4 \ CB-405— \\ C 1 // / / l PUBLIC UTILITIES
1 I _ l / — — — v� / ///�/ HOSPITAL INC
--DTOP=472.6k T`OP=469,06' \�OPf158,76j / rp=44'( 16 - , TOP=445.81' ,-46j' \ �// // ) 373 — // \
/ \ < >
/ iJVV 466.46' 6.26' INV -4 22.66' �V 4-N=441.29' //x�%�/ - 1 �� STORMWATER
/ \ OL1�=466,06' / V �UU 452,3�' \ �V OUT=442.34' ' INV OUT FL1'LL JOF DEBRIS _ ) ( r / / \ / \
\ J/ \ / �� / J SEE SHEET l5 FOR L --PROFILE
DI-401, — 9 4b�� _ \ — / PLANNING/ZONING
SDMH-401 \ ) / /� —SDMH-402 1 SDJNJi-403 SDMH-4o4// //l \\ SEE SHEET 20 FOR -Yl PROFILES
T/OP=467X'/ �6 TOP=456 2� T9P=4�j/73'� �Gj� j TP=469,63' TOP=1. 7 TOP=451,77' / / / / /// / ( �� \ — ^ SEE SHEET 2D-1 FOR DRAINAGE DETAILS FIRE
' 1NV OIET=464,32� INV-OUT-449�2� ` jNV�IN=4�. '� / INV IN-463.37i J 460 \ \ _ J
HIV /14 74'/ INV IN-362,88' — / / / O
r i __ w'OT,44.&8'— \1N-v- 6CT=462.71' — _ _ - _ _ = —F� _ / � J DOCUMENT NOT CONSIDERED FINAL URBAN FORESTRY
\ > UNLESS ALL SIGNATURES COMPLETED
/ — - 456—
PREPARED IN TLE OFFICE 0_ o `RODE( 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
N
N
"IT
/� 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
T` 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
-
CZ
PB
11
A
DRAINAGE
im e >>> orn
T
D O �
`All
�1 Q N \
NOT DISTURB I `V , � PC Sto. Sl`A ]�+75.b1
o NOT Q lST RB
� � '\ / BLUE RIDGE
EXISTy1/G FO. EXIST SlG � J
r,
Q RB � � N Dd NOT Dlsru � � �
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 =
� � W 4 C0 LIMN �� F �
:
o
�o KENO AIN I �— E-€As _ L TCE T E Ti TCE
/f
/ TICE T E T
E
-- /- �-cone lQ' �Tl-US PATHI I
5-�- 3
R 10' MULT l -USE �T H 3 3
-
R
— — - _ — 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 -
RALEIGH, NORTH CAROLINA 27601 ROADWAY PLAN SHEET � 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 (Ind 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 4",11 F
B NUMBER; 0 063094 SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2020

O
O
—Y6 — — — — — _
\ I J PI Sto 39 +32.33 � I I I I P/ Sto // +7125
= IF 38' 35.7' i 1 1 3/' 51.2" lLTJ
�) D = 50 24' 18.9" I / D = 22° 55' 05.9°
L = 289.4/, /III I I L _ 80.86 �
T 145.6/ o T 40.78
{ - ' 1 / / l \R - 250 00'
- 15 I ► I 1 0 v v I / I — I / / 1 SE = EXIST I // I /III SE _ EXIST '
oz
v
14O— RO - EXIST A 1 I I I RO - EXIST \ r z
BLUE RIDGE COMMONS FRANK ANDS �I� v V / ( ( /
0 /� B M12 98L PG 2�4BB / ) / �L
-0FEICE CONDO DIANIELLE ANY7C�L�IMA ( i \ / / /
I DB 15616 PG) V35 ( P-g PG 91 ( / ( I I / / ( /
DB 8255 PG 26 �B 1974 PG 2�A0 I I I I
/ PB 2000 PG 733 3\6 CAROV\EL\ CTY 13010 \EDE�-EMONT /DR _ ( / I I I I / \ ( ( - _
322I BLUE RIDGE RD \( I I
,ati _ / /_ � -Y6- POT Sto.10+00.00
-�zt7_ /
C\11 I �) I ( I I I l ST PAUES I IAN CHURCHLo
\ O (I 1/ I / f I 1 / I DB 1657 PG 507
\ \ I l ( / \ \ \l (� \j / _jPB 2008 PG 500 -Y6- PC Sto. II+29.47 �//'\ �y0��0�'�� ,
_
PAUL'S /
DO NOT DISTURB AT&T CAB/NETS. - -
SUMMIT CHURCH I S 1 1 SEE CROSS -SECTIONS. J CCHURCHN
\ I I ( l CONTRACTOR TO L/tiilT EXCAVATION ( \ / 1
\ III A POTENTIAL ARCHAEOLOGICAL SITE
SIGN RELOCATION *5
(PARCEL *l7) CREST \ \ \/ /�� �P / j / '� CONC
S�IA
I �\THE S�1N (BY OTHERS) -L- AX
440 1 T E�UPORAR /GN 3+ 61 �` / 6
RELOCATION
v L o
( (PARCEL *l7) a \CONSTRUCTION
VA % 1.24�/o \ 2 BEGIN
I (BY OTHERS) \ D
SIGN RELOCATION *4 � �' ^�
\ \ (PARCEL *l7) SAG /8"VALLEY 4# \ I I r ���X ono -Y6 - POC Sta. I2 +00.00 / T
14 \\v -L- APPROX STA TYPE GUTTER - Y6-I /
v (BY OTHERS) B M 3 �� �, PT Sto. I2 +10.33 �\
31 + 00
DO NOT DISTURB — �QQ t. PRAP PAD AT OUTLET
Q ` / II \ EXIST S/GN / >` \ / \ / / EST. 3 TONS CL-B RIPRAP
W S�ECIAL BACK OF CURS �' N V tp o\� / EAST. ,10 S.Y. GFD
CUT DITCH SEE ETAIt 1 i
0.60% C\I / BEGIN PILL CURB
15 RCP IV � 7- _ r' � � ,' � J / � I_'� � o o � _ � / � � � � / �
i i �II; - z � ; STA 38+00 -L- LT
BEGIN STILL CURB J �3 / v, C — E O�MWATER__COIITRO
/STA 28+20 -1 LT _ I m I- MEASURE #1 DO RB ice' /
- F 'SPECIAL BACK OF
SHEET 2C-1 I \ p c �� - "SEE SCM-CME ST SIGN CURB CUT DITGI I
1 END SPILL CURB \ 1 _- —8�� /
W EUE SIGN RELOCATION *3 '' _ � 5 TIC DIE - � CONTROL s�E DETAIL 4 .
(PARCEL l7) STA 32 + 10 -L- LT ` w
STRUCTURE
/ E (BY OTHERS) PD - / 1 I' 11J TC TCE - PDE _ _ P E V� F l3
/ / E E —� w 4 42az7 / /� io i° C P E PTE
- TCE TCE Day ❑ p _ 2 061
'' I C- - C ob19 - _ - 36' DR - - E �1
�1 _ 7 CB-G 60 - ls" - �a o613 \ TICE -- _ S� E D�yE TiTCE zc: T�S€=-FEE—BPS 3 /6'DR 3 (EjObl
W -
- - PtE =-PSG - - - -
3 - _ �-
c P REMon - . �_ - 0 / USE PAT r �a l ❑ 22 5'
/ 9 /I MULTI USE PATH \ v, obll ® ❑3
- -
O - ---- - --� REM - -INS 7 - - ��� - 7.5' 15" RC 7.5' — �� - -7.5` - - - -
_LQ
20'R, REMOVE 20'R -= 2O R ;_ - — — `� REMOVE 3 (�
15" C —-5'LRC�-Iv ` — - _ — — 1 - —=-r-- -L - 2' , G — — — - 0'R
_ „
— B-� � ,? CB-G 5
N -- ---- - -- - CB-G / -H PAVE Ln
-- - - B w
Q - - — — — -
rL I a F
l� _ — - N 52 3/ 15.5" E -� - /6'-DR -
i - 16' DR 8' 16' DR 2' -6" C&G 16' DR __ - 76' DR /6' DR - 16' DR /6' DR /6' DR /6' DR 2' -6" C&G 16' DR L A-
1 „-Rc�=ry
\ CB-F 60 CB-F 60 CB-E 0 1 Q
' CONC SIDE K _I _ '
_ _ _ cave _ _ 61_CO C SIDE
TCE {NE f CE D�yE TCE TCED►�I T� - / _ _TCE _ - D�yE TCE _43� =TCE F _ Dy�E _ TICE D�yE D�yE TCE F TCE�D�yE�TCE TCE�D�yE�TCE TCE /
LQ �� - - - - - - D� A F TCE T WE TC F TCE �
— -- _ —' /—_ —— --- 43 _ --_ 1
_ — _ PTE
D � r RCP -IV - _ � � — — — — � 2 - - � � WC: B OSTuc-
-44 — I R & I 15" 1 --I��� /
— — —
v ,4 NNC v coNcv ( \ \
_ - II I Z
h 1zl z
I ISED I ISBKS I IISBKD A �� I 11
1.5 s D 5" MONOLITHIC
l A -v\ I \ I I I CO
I (KEYED -IN)
15 ISPN / / / sTo� I II _ x v v v 1 �4--POT Sta. 37+46.72 � I � I �
I I sB. -Y6 POT Sto.12+85.00 I I
1/0
�� ,azz \ / \ \ \ _ Ow \ /. / i / -L - Pl. Sto. 37+86.72
/ I �426� / � —
4
/ �428� _ / a \
i42
a2 / } _ / \ 1 \ \ G�1 - -425� \ 23 / / \ / \MMiRIT � CRO .
g 44J2—
\ \ 7 1 \ \ /�\ � 28 % DN �&69/PG 40l ��)
\ \ q3' V
( FJ�APd ANDONNA - II DARYE 7 B W-MAN � 40'ZLlS4V1 "'ERANCblS HIL I" �MCHCHOL FREt A CRESS �M� RTEE E HEFL/i /� � P l97 P(; 280
i / RE �71Aid-GLTM / �A 1D�A EEEINGTON \ GkIRI\\STOPHR E GIEBRT W FIEE�V / / N - \ \ J
DB 4879 PG 465 �jg q 18 PG I�8 -DB �875 P2' 4�2 -� `IJm R \ \ DB 14148 f\G 2586 1 DB 2038\PG 607 - DB 15284 PG 1087 / DB 15791 fAG 426 DB 4573 PG /891
PB 1774 PG A0 � � � � / E�GISTER(D� 1l974 LPG 180 \ � I PB 1974 PCB 280 N \ PB 1974 �G 280 � PB 1974 PG 280 � � PB 197 4'(\ 280 / PB--19 4 PGA 280
/ I �197� F�E280 PB/ 1974 PG�280 \ / PB 1974 PG 280�20 / I- - D� 0,��0 `�
-PB-1974 PG �8d
\420 f - A9" / \ \ \ / \ \ C "430� \ -I / - I REARD (WAR R N
20' DRA1NAGO EA�EI NT/ �I \ \ - \ ( / \ \ \ \ S / — / I 1 DB 1966 �G I O
Pi;- 1974
� _ r
JENP IEER LUEE — / / — / RETAIN ( \ \ n \ \ / \ I \ I /' \ / 439 fi / / J
NV-41136' CONCURRENT REVIEW APPROVAL
J - / obo \ - \ J
� / — / \ — / — — / — ^ — — — — — — / `427 / CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
ti 420 _ _ _ _ ( /
Plans for the proposed use have been reviewed for general compliance with
J \ \ \ — _ ° \ \ \ 1\ U \ I / I / — — 425 — \ — / applicable codes. This limited review, and authorization for construction Is not to
\ I \ \ / / 424— be considered to represent total compliance with all legal requirements for
D NN ROE Y E D I H E R MM A V SANDERS development and construction. The property owner, design consultants, and
(REPRODUCED FROM \ / _ — / \ / \ / I 1
J I/8, I I \ PB1974 PG 280 contractors are each responsible for compliance with all applicable City, State and
1 J (MAPS WAKE COUNTY \\ \ / ( Federal laws. This s ecific authorization below is not a permit, nor shall it be
/ . _ Q / I / / / ✓�\� / \ \ 2007? ��c� I I \ \ 1 I I I 1 \ I / l I I I DB 15570 PG 1 54 p
I ; 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.
DE�ORAH C�AMPBEL(L i\ / / r — = = / / / / ( \ \ \ 1 \\ \ I 1 I ^ \ / I / \ / TRANSPORTATION FIELDSERVIC�S
DB) 121(7 )Pd 682
PUBLIC UTILITIES
197�1 PG 1280
— \ \ \ _ g26` SEE SHEET /6 FOR -L- PROFILE / 422 STORM WATER
\ / / `s— / PLANNING/ZONING
/ N / I / \ \ \ \ \p\�2o J SEE SHEET 21 FOR -Y6 - PROFILE - 420 'I` ,
TOP=434.73' T P�430,62' / /\ \� —� _ _ _ _ _ — — \\ _ _ SEE SHEET 2D-I FOR DRAINAGE DETAILS — - FIRE
AV IN 42�
_ail INV�0UT=424,92 \ \ \ �\ \ J I _ �I /\ \ \ ~ \ ` —420 — — _ — URBAN FORESTRY
( - - - DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PREPARED IN TEE OFFICE 0_ o �������►_'R0-1EC T.
caRojf,
N ' NC LICENSE #F-0102 = SEAL r': = BLUE RIDGE ROAD WIDENING
NREV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 ROADWAY PLAN SHEET - 024436
This document, together with the concepts and designs presented herein, as an instrument of service, is RALEIGH, NORTH CAROLINA 27601
Nintended only for the specific purpose and client for which it was prepared, Reuse of and improper e orn PHONE: [phone] O'pFi�"FNii IN
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, FQ��
©2020 O �� JOB NUMBER: SHEET NUMBER:
� shall be without liability to Kimley-Horn and Associates, Inc, ,,�4��u�i��►►o��� 0 063094 6
Copyright Kimley-Horn and Associates, Inc., 2020

0
0
O
N
N
cl'
/
66�_ Pl Stcr9t32�3 - - I / > > / / ) / I v > �� / / < / // / I / / l I r
0 153835.7'(RT)
/ D - 5 24 IA3 9' E,v o
399
Ov / T 145.6/
I / \ - / � / / / 1 // - 1
R = 1,060.00' , l l ) l / / / / l / J
/11
29 I I / v v - / ( SE = ,EXIST
RO = EX15T -
MERIT/K �RdSS \ I \ T A A - ��� / / \ ) ��/ / / / / �� ( / / / / ( / / Q
\ qB 161k9 IG ?401I I \ \ v v / 1 / ) I I 1 I I / \// ) / J / / / /
\ \ 1 I / / / / (
PCB IQ74 PIG 2� 0_
/ �6
WARE A MASS NGI �
-08f
G 255JbNEs DB 15 GUY
/
D-B IIF(6 G
/ l GENN) J IROBERT,S \ _
C) \ l ` DB I I4�54 PGA 2000 /� � / I w � � / � ( pp � ) / > I � / � \ I � - \✓�\ / � j j � 68£— i � = /
_Qj-
�
All (� -
\ \ -L- POC 1 Ito.�9+27J_T-=J \ \ - \�` 1 \1\ I \ - _ /lJ MARCO MEU�INKI \ �I
v L'T Ito. J3� I v / v v I v 98� _ I D B 6 4 6 5I \\
\ _ -Y7- POT Std. 10+00.0 \ \ J J I \ I ( i I \ \
-,I/16 // PB 2016 PC 1058 \ I
7 0 t 82' 35 44.2"� I\ 1 v/ I I / 1 1 I v -� �� _ 5- L8� // /_ o I
vo � � ��8
r - - /6�- , - 6w, -S+ 51 -I S B
SPECIA/ SBKD DITCH LS ETD TAIL 2 I �,�� \ \ ✓ i. -�6�- �B l / 6� ° I
\L� �, , 6� _ P�� 0.8(i o 0.30%
/ i1
SPECIAL BACK OF I - - - -
1 TIE -TO E IST C�I 6
C CURB, CUT DITCH \ - I ) I / 9 ( \ i - - - _ - - - - - I -
DB I8 P� 24I3 ( O� I \
DAMES ti/Eo So COBB SEE DETAIL 1
- -
�/ ?� TCE TCE I \� \V �E I �Q -C Z6� /,,, - - -- - - CB-F
co
,�iB�1963 PG 91 / � :TCE TCE T� 1 v ��� � REMOv �
DITCH AS / // I I ; E T TCE TCE T UE �r PtJ TICE -� T'C—E �- m / / / 07 p I�
9 PDE PU T��LLJ
/ P �C - — - - - — = - ►� PUE 1 \ > _ - - - �f lyE EUE�EYE _ E E
�7 E
�- - - - � _ 1 > — \ \ \ LQ
F 0711 CB-F
D r 07 / -- > > END SPILL CURB \ _ _F I
� _ � 071 0718 R 0719 STA 44+50-L- LT
� �
C7 C / ___
_ nn4vE 10' LT -US PATH' - / - - _ -
_ --- EMOV - - - _ ti�� ��,I EXIST R _ L�
�' l0' MUL i USE �TH W
37 6 ' 15" RCP -IV 8" N
-
fTl - �' D - - _ - - _ - - - - 2' -6" C&G - - B-G 071 - 1 "RCP -IV C - 1 - 15„ 3 DR
4 BLUE RIDGE--RD�VARIABLE WIDTH PA -ROADWAY i / �/ �� BLUE RIDGE RD VARIABL VrIDTH P EG X
u - 68 09 5/.2 E - / / �, �r
v, -- - - -- ---
-1 t &G----16�� D& IF RCPiv - - '�R- - rV - GB- n 16' DR /
- � � 8' l6' DR- - - CB�F 7 15"-RCP=I $R r / V�cB-F �'�i"�&6 / ; - - -l6' DRY 1� RCP- l6' OR Q
D 7-
� - _ _ — I 6' C-0_ C SIDE ALK � - — - ` � �_ � ' 95' 7.� nn E � cP 7.5' �
R 4 \ / 6 - 6 &G J 36 WD - - - - 6' CC C SIDE AL - - - —
C� CSC,
RE
F - s \ ,F - - - - / 2 w - F- _ T TCE C TC TC C — - - - - J
coNc sw
TCE r C€ TCE - - T T-CE_ �C� Ti - TC C �yE--L TCE E TC Dye � ' E TCE F
�7oF /'� TCE TCE DWI 41� - - - -_ _ / E �� � - / -
LJ O CB-E0
/ E - _ - - _ _ 4 c�7 7 _
A0r 403�
� � � �
hl � CONC - i 4 ISBKD \ 1 / CON C CO�R
C -F G, y \ F I I \ '- A AND U
ISBKD COrC i I I _ a
N \ � /
\ Nd I I r SBKD \ 2SFD Q i 70 Q
2 ��' �� ` 7 DE�DRE EOZARES / / - / 0/ ISBKD V ��
2 � I I I \ � - � � "J/ ISBKD
�rn C 7�\ r / AT@I D'� 826 PG_1003 / I \\ ISBKD
H PB 1973 RG 471MOVW/ct
D Nod Z
FOUEXIST �F_ 402
CB 701 9¢73 3
ES Ti fk // l 0�Aq- ` ` 400\ / 9 - - - - / - _ ? 98 - — \ 3g5� - - 4 U7 o �-
Q�
2 \� B \ \ / Q / l &i --J01 N W MAvhS III\ ' a_ 39 \ \ _� 97 - /'O
�\ 070 / ) > /�/ ^ ,3 - PEN O�E�O�S _ J V` �95 _ I CD
A \ \ BRAVORD E000\M F / T - ,DB-23-�A PG 616 ��
�m �- /
II
'KD C�ATHERINE MAIRE 3 q 397- \ NO DEED R�FE_RE-PACE tkl t3� r uAV� - _0 � 1 �� �°
HIT \ N DB V456 �G 15�0 �\ / M PB-t97� EG 471 - 1 396
iEE�ZABETH DAMS- I�0 At0 C SMITH a
\\ \ \ \ �cv DB 88v5 �G 75 / PB 1973-pG 47T ' 5 39
\ PB\1973G 471 \� N - - - NO DEED REEEfEN�E- %4 o�
\PB 73 PG 46� 1 / \ _3 DB 8438 PC
TDB �30� PG
�' - / - - \ P_B �7 PG /4 -� - / �B,�973 �G�7-I- -�
\ \ \ \\ \ \ tJt O I \ \ / _ E� / \ - �/ \3g6� - - / - / - / s _ - / - - 389
i \ 1 / I / /� E z PQ' I374-PG I58 90
9S ; 3�- - / 70 /
1-1
o I E 3_ E- _ 0' DRAINA,�ECD J & UTILITY EASEMEWT -
\ QA Y,7-,- POT S o.1/ 31.00 / A �� - - - - - - — 390 - - - - _ - _ - - _ V 3.6.7�' v
I V �n ) I ( / I v v / DB 8089 P 5 9�/Oy� 385--
��� \\ W 1 \ VOF�GAN C / �w O A \ I PE 1973 PG 469-
�CON ISBKD DB 14�45 E� I60 I ( A� I V I / / - --
-� GooGI�E \ v 39
G� r EIRF4 \ / \PB 1973 PGA Iq 9 Y7- POT ( StOrIiA95.00 0-'
\ \ \ W rn t r� 1 1 \ \ \� \ / / / J CONCURRENT REVIEW APPROVAL
G00�
FIBS \ \ \ ( / ( \ \ \\ \ I / / / / J i / / // / - 38a/ �e� CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
HIT
��
f /
\ — 1 % / / 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
\\ \ I \ I ) \ \ \ \ \ \O �9\/ development and construction. The property owner, design consultants, and
\ /0 _ _ / 1 �- contractors are each responsible for compliance with all applicable City, State and
CD / " Federal laws. This specific authorization below is not a permit, nor shall it be
Q� 7J 1 \ 1 �� / \ / 1 / construed to permit any violation of City, State or Federal Law. All Construction
\\ 1 z \ \ \ \ / I \ \ \ — ` / ✓ 1 \ I �. \ I / must be in accordance with all Local, State, and Federal Rules and Regulations.
�o
TRANSPORTATION FIELD Si
/ - PUBLIC UTILITIES
vE E�T l6 FOR L� �RROFILE
O / 'L STORM WATER
_ SEE- S \C TI )2/ FOR -Y7 PROFILE PLANNING/ZONING
CB-701 I TOP70 .\5' 1 T R70Q�,6 ' I T R�0o1164' \ \ \ v / FIRE
REVOCABLE TRUST AGREEMENT I / _ TOP=413.24' / O► 3 I ► \ \ �\ / \ I ` / - - SEE �� LET 2D-1 FOR DRAINAGE DETIAILS
32 OF AGNES BYRUM PERRY _ INV OUT=436.74' INS/ IN=4(75.4011' 1 I lI V UT= 97.7 INV )N=39N53' \ A /
DB 17518 PG 2664 \ \ \INV OJT=�O\5.36 ( INV PUT=397.39' \ - ��6� _ / \ I _ � I URBAN FORESTRY
3616 MORNINGSIDE DR �'� v\ / \ / ( lUI1 ENT NOT CONSIDERED FINAL
-lJ SHALL SIGNATURES COMPLETED SITE ACCESSIBILITY
PREPARED IN THE OFFICE OFo
���������►� PROJECT.
CARif
• NC LICENSE #F-0102 :�� : 20 0 40 BLUE RIDGE ROAD WIDENING
SEAL
REV. No.:
I REVISION:
DATE:
DRAWN BY:
CHECKED BY:
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
ROADWAY PLAN SHEET
024436 -
�,�:
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
PHONE:[phone]
�F. �' N,
�G �
it`• � NEB
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
©2020
�_F,�•••••.....•••'•Q�O
'fj 4 Q�J
JOB NUMBER;
SHEET NUMBER:
shall be without liability to Kimley-Horn and Associates, Inc,
,11 ,
0 1063094
Copyright Kimley-Horn and Associates, Inc., 2020

O
O
0
O
N
N
"IT
W
I
w
O
Q
S
z
J
U
Q
/ V 06 - -L—L /� c �o
\ \ _ C /
\ / Pl%St 56+07.2.9 \ �\��\ — I 1 Ny M S M MORTON / / \ O
\ AZIZOLLAf� Er G ACyY �LAIK EdNE
v MARCO MEJ INK I /
T Or 410" (LT) NA L MO C -Ol HE 1G NAN1 IN \
mBi 16�464'�PP��\I BIRJAND++ I I I �� $$9� �G'�190 � 3 �
D —� 6"44' 264" \ DB 5363 PG/ 674 I 11986 PG 1407' �B/ 17168 PG/ \515
(L =) �48998' �016 �GI Ip�B� \ PB 1974 PG 1518 / (BLUE—��E/RD 3525 BLUE RIDDLE
—16£
, T _'2�52.OG' - � / i / / 3a° / I Ir / I / � - 3 / / // / / / I `'' / � -� j
���/ / / / // z6£ — — / /' / R - L/50.00' /
SE _'EXIST I/I
RO - 'EXIST Il�
_ /
i \
r ✓ � / — � /68F-/ / / I �, � / 1 � � I I I \ \ \ � I I / l l I I I -- — �� _ / � / / / - � \ -
06�
/ J�A N—W Yt AND \ \
/D� 11683 PG 'Mil
?"B 2DO5—P3- 2,OO� ` \
/ ) 1 -�- 8 F
/
—
6
REMOVE 60 LF OF
toEXIST WOOD AEI yCE — — -I-S a�
%£- / \ 1 I _ _ /o� C- RT S: 8+4 _ _ \
V / V A 1 1 ) 2 ��q6:�
/ DB 16326 PG 2506 / �6 I I I I to / / I I l F I \ J -
/ � I qJC V — � � / / RE��`VE-- l40 �� 0� — FJ
�� -' EXIST WOOD FENCE,'
\ 6 � � � PB 2016 G' 105�- I / I SfEWART �L WI R F „ � � �
�w / ��g6£� — (R / —L— �C Stc% 3+ 5 JAMES� W �OET7 I \ 1 I � F _
_ T DB 14404 P - 2 .��
/ MICLl /K C,90xs0N T r^- —�� NB 1187 203 I / 1 - POCK` Sto 5- 7147� 20 ��e
9 J
D 17057 �G ?2 JY / - / > / I \ / / PB 199 34 OT�St�10+0 00
� '�' l PB 1996 PG 3-431 / / /
�P B 2 oar / I 35 26
DB I
10 I PG 848
PB 1996 PG 343
RkW 260 LF OF
\ Q — fO
��/ EXIST __
V�OOD-FENCE /
bBF
i
i
coNc V�
— / / (2 4�/ / / / / / / / / D� 159 PG 613 ISO
1- PPRO STA / / / I / /� / 0 / / v _ / o_ / / /'IVI I N I C /
49+49 / /OOt _ , _ °� / l l I / / I / / O / _ v\
o� FRANK M. SUTT-OI�JR - ,PB 200 P� 2�03-' — F / o
?'0.33 1.32%a / m 17g2 PG 97 l / I \
s i J PB 2017 PG 648 CONTRACTOR TO LIMIT EXCAVATION / �°� ) I l / //�
— POTENTIAL ARCHAEOLOGICAL SITE / / l / / �0 REM/� /90F pF \ �3�5 / — r / / 5 �- J c
EXIST CHN LINK \ \ 1 v / // �� / l
\ / / / ( FENCE l 1 v v v — // ! z I / / / �5 v
� SPECIAL LATERAL 'V' �,
DITCH SEE DETAIL 21 / / \ A — / " i� `/ / /
i / / — A 1 > 1 ) V — / -� / 1 SCE d" &� ". 3
�g i A
SPECIAL BACK OF / ' I / / / / I y/I I / \ X \ _ \ / ( C
CURB CUT DITCH
REMOVE 130 LF OF
EXIST WOOD FENCE
SEE DETAIL 1 72" CH \ FALSE SUMP S�E / I I V — — — — -�-�� — i �� cc;
J ° BACK CURB % O D TAIL — — £ /T N
BEGIN SPECIAL 6% BACK f / I 13 / / —
CURB STA 50+00 -L- LT END SPECIAL
STA 52 + 00 -1 LT ) _ v rn T C / 2 / L F I ` C v 9 /
% \ x—bBF— Tom, / - P /
CVO S SEE DETAIL 7 SEE DETAIL/7 �'., AI \ \ 1 I I / I / /1 L / X \ ' /
C K Ell
E T TCE TC TCE �T TCE,oP \ \ — J _ — — _ _ —-E-_- ,NOJ'^ �_ / TI
T 1
C — C — — — - P �5E "T \ \ \ _\\ — „RCP 2
— -EQE \ SEUG�— EUE E EUE — EEU EUE , _E G�EU U _� — _ _ U� _ _ — = _ — \i / E D SPECIAL 6% BACK
�/
if L,,SE_ 6 � / / l j �� � — � � i/ `\ � C ` `'� RB STA 57+50 -L- RT
-- i i ,-
80 - O R — 9 WO S 4 / / — 98 SEE DETAIL/� / / / ( /
-- 15" RCP -IV
/01 MULLS — — 7 — — — "
CB=G 0 15" - — — — — _ — l-KEMOV, i
- - ---
-- — — — _
— _ — _ — -- � / C 1 � � P B Pis i
F / C G 80 )
_ � sw/ (RALEIGH CU�TO HOES
o+ — --- III DN% '�/2 56A
DR //' — 35'R 3 - , F ) DB 16261 PG 1752/
- v — �_ 3 i% BEGIN SPECIAL
BACK (cuR6 6/�
— 2' -6° P�
I , R 16�D
C STA 56+50-L-
8 i6-DR- — -0f� — CB 0 F - _ \ �p CID 10 I SEE DETAIL 7
7.5' - coNc s�i — — — = — — _ — — — `�1 r8' 2 S' F
T ;� 'CO C SIDEWALK — — — 1 - — — — — TCE�_p�E �4a° cD 3\ I I 10 \ DO N07� DISTURB
F — - —CE
— v TCE F T�3 l3 I� /% l EX�ST CHAT LINK)
C - T �� T — C — F / /� o T C F , . F c� ICE TCE > / — — I I 2 / / / I I F DICE
E �E G€ — / /393 m V / �D E� _ �N= — - -E �I FF
- I'� / I W — I — IN —
D*E 00 — — a / / l 38 R�T�(IN DRIVEWAY
J BPcI �`O _ / D�'E I ,oR1 =----/ r �c
/ A
(30 ,��� _ —
I END SPILL C RB I�I 38 - I I S ,
CT/0
0472.00 �SPILL STA 516FR/8- POT
5i-,lBEGIN CO SU
CURB STA
—ISBKD 53+00 -
/ I I
SEE SHEET
390
I / I.5 s D / / �I
y / /� I ( I (' /I GIREGORY�PALMER � I _
v ; �
/i , — — ,� I / /, / L / v v / I I / v , v I /
/DB t/6� 6 PG 75 �� — — I
1972 PG 26 qa^ CONC DQNI4LDA LIANGD0�1
J9RE4i0VE—D1WE*AY _ / / ��� — �$ I / E' B
/g45/ / 01 \ I ISBKD PB 19 201 I / ��
— / _ — 39 / \ _ — - co
/ ' WIJ I / / \ — _
\ 93 � _ / \ -REMOVE 135 _LF OF / �1—`�
�q � / J A'V GCS TAD— 92— / v / I v Q l I A — / x I _ ' I
— �T R 0 U P / / / \ \ J o, _ / EXIST�W00D FEf�C�, ( I TOE
\ _DB"0855-PG 19 CLB 2/26,6 PG 3 / / ` — / \ \ q�0 I
Ln
y I 1
°� / PB 19�3 PG 47— PB 1973 P� 47f — / r / 1 I \ \ 390� J I \ T NATH BATRA ) 3
L11_ —
I /
_390,1i �0 �e� I / 3g6— — \ 389— _ / / / \ \ D� 4920 PG 577 ��� 2 I .I `�� \ _ / / / / 1 1 /
_ )
1972 PG 201 I I I z38� —�I �— �� ( J / / / I / CONCURRENT REVIEW APPROVAL
6 / / I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
_r 60 Z ap / I / Plans for the proposed use have been reviewed for general compliance with
_ 385 i q I0 ` I POWER / / \ — — / applicable codes. This limited review, and authorization for construction Is not to
fQ ZA Co RED / A E E E N O-R D / / be considered to represent total compliance with all legal requirements for
SANDY C `-P Ett E / -Cl E INN A M D I N A \ / — -3e/ / \ — �� CnNC / p p g q
J /C4 \ / \ , / / / / C development and construction. The property owner, design consultants, and
/ / — 85 \ — — 3g j // o \ Q \ \, r D€3 2 4,79 P�, 2 2 contractors are each responsible for compliance with all applicable City, State and
DB— 4867 PG 3 7 \ / / / DE �0 PC 0 �3g _ '� — i — = — 3a3 a� / \ \ /� IV ,� I — - P P p P �.
/�� \ \ S\ — — _ /ISBKD/ __PB 1�72�G 201 I / Federal laws. This specific authorization below is not a permit, nor shall it be
c / 11 — �_— -- —
\ P B 9� 'P G\ 2 2 ) / // P B \9 8 3 Gr 2 2 9 ` / _ / \ \ / 1 1 z - 1 1 / / / / 379� ' / construed to permit any violation of City, state or Federal Law. All Construction
L E N A M A E B M W1�0 — � — / / / / \ \ I � �I � rn � � � \ I / / ��0 / / — � � r must be in accordance with all Local, State, and Federal Rules and Regulations.
/ 10� / \ I \ O\\ / / / / 377 = TRANSPORTATION FIELD SERVIC�S
O \ \—�i-38 i l /
� J / / � — / PUBLIC UTILITIES
EEN T1 MPSON
377JJ375 \ UB\14�44\PG I)62_ — — J \ �_ _ =_ _ �— / \J STORMWATER
\ �o\180 `2B\ �9 2 P� 201 _ 3 —379 / I / � — -3�` `SEE_— 9F,�� FOf3 �- PROFILE
\ / / "" \ PLANNING/ZONING
3j9�1 �Y.B= R07'/S1�o.'���OO.aO ,� J -- - _ � ` / - 5�� SH-EST, 2-� FOR -YB- I PROFILE \ FIRE
-- _ 378— - _ _ _ _ \ _ _ / , / 2 \ \ __� , / J _ SE SHEET 2D -1 FOR DRAINAGE DE T AILS / -
_ _ 9Q
374 \ \ 37 5— 1 \ \ — / / J 37 5 / / 373 —
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
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im e orn, RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2020
ROADWAY PLAN SHEET
DOCUMENT NOT CONSI,DE'RED it
'UNLESS ALL SIGNATURES- COMPLETED
`AROIf� .
S S /o
SEAL
024436
G I NE��'�`��•`�
i��� ,u i I►i►►0v,
20 0 40
PROJECT.
JOB NUMBER:
URBAN FORESTRY
SITE ACCESSIBILITY
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:
J

O
O
N
N
N
rl'
\ \V \` \
I \ \A %x�\ i \
CARLT'O
\AF OOWNE��N A,�\S
R�\
DB- 10815 �1
PR 1"(D -- P G
v vv v
�EACK'RI�NO 1 A T\� \�
N' PERPRISES rN\\\ \
N 11 6-76--PG 687
/yaw-
3 -Yl0 -
/ ear �
Side 10+64.8 _ Q9� PI Sto 65 +90.16 �ti� PI Sto 10+42.70 PI Sto 11 +13.55 \ ` \ Ilil► �,� _ / _ebb
l 58 25.0' (LT) IL 38 26 05.4 (RT) / A 30 48 26.3 (LT 1 0 3% 06 /3.2 (LT l
D /0 3/ 18.5 D = /5 26 �37.0' /,, 'r D = 36 57 54.1 D = 63. 39 43.1
; , IL = 129.69" v L = 248.87, �, / L = 83.34, L = 58.28 ,
GEORGE BRucE -- / / ��/ / / / T/ = 6485 / T = 12932 i =�� \ T = 4270 T = 3020
-DOUGLAS EDGETON G)IOVANNI PELLEGRINNb ) n I / • • / / •
-BTTY E STALL / /. ( / �/�
DB 16290 PG I�23 JEANWNE EDGETON MARY M LEMIEUX �/ / \ S / SE = EXIST J / _ R = 371.00 (35 MPH1/i // � \ o - - R = 155.00 R = 90.00 1 I �, �i / l \
PB 20O5-PG 2384/ T DB 1624-4 PG 1098 D\B 160J3 PG 2028/ \ \� 0 J / RO = EXIST SE = EXIST f SE EXIST SE EXIST
I J
PB 2005 PPS 2384 P� 2005\ PG 238� ► `�
4114-ENGEISH 4II8 EN'GEISH GAr�DEN WAY 4I24 ENQISH GA�Dllp , / �j / o / / / % / RO = EXIST /' �I I/i RO - EXIST / RO = EXIST
GAR-DE-1 WAY \ �n / �� 9� vA� / / /� /�/ O \
41
MUHA-
1 DB'IP40�G �99s / / /i / DB 16875 PG 183 GLENLAKE
G�ENLAKE SOUTH _ll�j \ \ / /
/ -�/� / \ \ \\\ J PB�X9 9 ��5 - / \ / / i �� //i PB 2005 PG �384 I �I� / J TOWNHOMES-
I oWEEPS ASS�o�g� / 9 / v v vv� _ �/ / / / /� /r I I v v cJiARLES ceLLINS JR.
DO 15 6�8P'�r 8� \ / / / /
lR I I \ / - O-� / // l ( �;,-f l \DB I6'875 PG 183
PBSta2�fJ�PG 27� - - I // ll O
l a9�i ii, P3,� 2005 fj G �39/4 - % / SSA
�ti9w/ /21,KDi / - - �/ ���i/// / �� 1 V ( f CHE�RYEE BEEZLE
��� DB 16733 PG 104 �3
/ A ( GEOIRGE BRUCE / )
S S� \ ( \ \ PB 2005 PG 2�4 9� `DB 1628,0- �G 152�
-�9�-
II �,//� / / / ) tl- \ I < / 1 PB PG 2384
�� v v v v v �g9� BEGI CONSTRUCTION /, l �, P� �i / i v v v v
N�� GLENLAKE Ro rarer TC R /� 3 /-YIO - POC Sto. // +00.00 w ' / v P v /
-Y9- PC Sto.10+00.00 - _ P�' \ c Pos -Y10- PC Sto. 10+00.00 I I O
v \\\ 9WNERS�,9./S E N NCB /// - DO NOT DISTURB coN� c ��°�. _ 1 \ I A STOP=35.27'
\\\ ' �D�P'�i��18 P� 2286 /�/ / EXIST BRICK WALL Nv IN=354.65' A X
\\
_ s, � � � / � � I � _ \ � OUGyAS EDG\ETON o 0
��8 "1G 12 4 i
�' /
y \ _ I .1 I -YIO - PT Sto. 11 +41.62 �_ �i l / I 7 3 M \ �D B 6 4 4 \ P G I� �
JEFPREY MLIKAMA �`" PB 2 05 G 2-
\� I � � l / �� 1
'6B IF244 PCB 2�99 - ��I I � .L �- BEGIN ROOT -- / / DI l � \ ` PI \
P B 2 9-0 G 9 2 9 _ TD�IT 0 M6 4 3 P A 8 / BRIDGE SYSTEM / \ � v -Y11- POT Sto. /0 +00.00
\ \ 0 X - `-L- STA.66+72.70 / l // 5 V PB 200� P-G- 9-2 - ❑I ��h 1
� -- DO NOT DISTURB
72" WD � �, �� / � �' �, z.5SBKD / EXIST SIGN\-
��\ern \ / � - � RFT - � , I 1 \ \
- -90R q/ L - PT Sto. 67+09 71 i I 2.5SK /
.,� N / GIOVANNI PE�EEEGRINO
ETAIN RR� �� . / a I ��
END PILL C _ \ �/ r / \ 1
STA +00 -L 4T / /�P \ �� END SPECIAL 6/o f 1 V DB 6034- PG 2028
o �, OR AMENTAL SBACK CURB // \ w \ \ \PB 2C/05 PG 2384
0 J `tit 43� 2/ .5° E : � 0 � � � . _ � �� BACK CUR FE�yCE � S� 1 % J �y� �(l
ADJUST CB �A 68 00 -L- LT
- CBI TA 66+50 SEE DEVIL 7 2.5SBKD
�� t BDFS L - POC Sto. 65 +26.50 - +ELT_ _ Z
II ��\ M� \ ,�- �� i S DETAIL 7 �� _ A �� / DO NOT D/STURB l J�
Y`9 - PT Sto., l / +29.69 �� zY/0 - POT Sto. // +70.00 F I _ _ ' , F _ _ - % � , R°�F �� Ex/sr RETA/N/N�c, o� BEGIN CONSTRUCTION
<\ _
_ WALL �2 l I _
Ivy v 62 \ = 90 ESE 0 3 , 6' c0 c /DE G �'�� v �8 ° �E / I, Yll SPOT Sto. 10+70.00
° S� ' •
BEGINSPILL CURB / 35 R \
sTA 4+22 -L- LT /� ❑ 6� o �� N , WALK I � � Q ell" I i
SEE- SHEET 2C-1 °I ° CONC SIDE • ��
>\ F 14, C
E
� o CB- 90 �o o / •
\\ � '��- 38 o
\ \ \ EVE , , DR o� - ®� F �Nr� Roor ° d
�E � / � x BR/DG�''S�ST EM
\ - h/
\� / / II W \ \ �\ \ \ \ c EVE 6 - -_- _ is, CB-G L - STA. 69�8QQ❑ /�// t
R RCP / o9i ° ° \ c�' � �� ❑ ��'l, � DO NOT D/STURB
-L - POT Sto. 6/+75.62'� 2 / R v F EXIST SIGN 4Nc
C F s� SIpE LK N gS TICE o9i CB-F
2
-Y9- POT Sto.12+63.0 N _ co c 90 SE PA E F �, TCE ,6, F ��0 i \ 1� c
= 7 18-RCP-Iv �� \ /� 6 c6 F O�TIO PS (CE D`NE �0 ' E IRET�AININC
6 06 5/.4 rn • ' It�.l 10 S 3 pWE D TC % - REMOVE
lo� Mucrl-usE PATH S(pEWALK
° 8 x N
v DW E
R lo,
z
M
t --A
O 0
4- B-F
O ;
V
M CE�
Z
-'t
�I
• �u1_
5' 90
'' "TIE ET
�CIST.
' M.H.
G '
IIIO
6' 0uI
F 01 REE
MOV
REMOVE 60
LF OF EX/Sr
WOOD FENCE
C
RRCP' Iv
RT T
coNc REMOVE EXIST lT�, �6�� �_ p
STONE COLUMN \ _ - D P vSF'°gT '� is"Rca/ 2SR ❑3 CB-G \
/ s
� c wE F
C'ONC� �i
g66 2SFD
/ / ( 01
fyRUK- DALLIN 14 �v 1 �' 6°
2 S F C/ � `-363- I � - ls,. �G
/ / / � � I � CONC\\ \ _-
PB 1980 PG 14 � / �/, � / 68 � / � � � // (Q)
SPECIAL J \C \ �✓ 5/ l 71 XO
BUS STOP \ 36 - P A E -W- Ct-H A-M P IAN
(SEE DETAIL / \ / JENNIEER-L -RAKgWSKI J l �rD-g �129�5�C�2262�
SHEET 2B -2) - -D B\,I� 6 7 0 0 G 7 3-0 / / / / �2 B 1980 PC
�F PB 1980 jRG Js
360 F
o OT SET/ V
BEGINCO SThUCTIO R�INq �� ,1)y9 - - - - \ \ _ - - WALL
N N -L- �RE� WD W
/ / E / ) B 4 `5 UFTB
-L - POT Sto. 62 +06.00 / '/ �� SEMI -�� - - , ` �P B, 19 H n P G -POT Sto. 69 +82 42
A I�B A� M IAE 1' -Yll POT StC1, ll +55.00 - i o06
I D`B 3 7f /3 PEE i3 2 / _35g- J� - 57j - 3 _ F --355 \ p = 8964/ 60.0
END CONSTRUCTION OB � 7 PCB 1 9 1 , - - �`� �� 354 - , _ c,
-L- POT Sto. 6/+45.00 I oo / ' , � - ' - - f \� \\ \ _ - ` 74 _ - - - \ \ c Q
\ r
/ 352 \ �� \ / \ 5 , - 7 p -
I I I R v - �TFPI-1L_w B LITTLE �36 ��
\ \ I \ \ \ I ` (I L 4 (PC Sto. 64+6. \� - \
\ I \ I I v v DB 3759 PG_,821 R8.5E177 � 1�G r v
\ \ \ 1 < ( I \ \ \ \ 350 _ \\ - �35�F _355 �B 1980/PG 14 �SS�/DB 5611 PG 11F 55 \
CJ ' RETAIN _& / ` ` �� _
ADJUST MH / / STEPS \ \ \ �/ \ \ / \ \ 1 \ _ -
3 / 90 \�\ A 7 \ \ \ I �� - 3���B ` I980�PS I4 3s4, FD
TEGOFF
\ CONc I \ > 1 \ \ \ \ \ \ \ \ \ \ - J I ' 1 �� O
JAVES IVI M -35z
- D3 89�2 PG rr90 v � �� I I ( \ A I 1 \ \ \ \ VA \ / I
- PB IR86�P'G 1407
- ' �\ \\ oo \\c �L��� \�� ( I \ l 1 ► \ \ l i \\ \ I \ \ \ I ► I �D i \ �� �� J - `� \ CONCURRENT REVIEW APPROVAL
\ \ -
\ 1 / \ ( 1 ' /349 CITY OF RALEIGH - PLAN5 AUTHORIZED FOR CONSTRUCTION
l A`� o �� \ I v l I \ v I TOP3 4.9�' / (TOP9o� ,05' I I V 1 \ �� yyy v� _ /
"N L \\\\C �O� / l I �_ I I �NV OLtT-37 .g�' \ NV N- 7'1 I ` \ \ M� \ \ \ \ / G' Plans for the proposed use have been reviewed for general compliance with
-3 O ~ \ NV oU T-371.081 \ \ applicable codes. This limited review, and authorization for construction Is not to
O� C \
6" W� / \ \ be considered to represent total compliance with all legal requirements for
_ -
RR TIE
/ / \ ( I / \ )
- ` \ / I \ \ I E development and construction. The property owner, design consultants, and
IS FD \ \ / / �O v \ I \ \ \ \ \ 1 contractors are each responsible for compliance with all applicable City, State and
� \ � \ \ � / I � / / /� � \ / � �' ` � ► 2�, Federal laws. This specific authorization below is not a permit, nor shall it be
-g44 Rq' construed to permit any violation of City, State or Federal Law. All Construction
-/ S U S A N M K E R E Y ) \\ \ \ \ \ \ \ \ l \ \ \ �� _ a. must be in accordance with all Local, State, and Federal Rules and Regulations.
\ 4 / \\ ^l -Y�9- POT Sio.''/5 48.d \ IsDVH-9ol I �DMfd-9� 2 / �_ � ��QMH�961 SEE ;SHEET /7 FOR -L- PROFILE /
J J Q O M TOP 3�7,86' TOP=3 81V7' TOP �574 93' /
J P G / \ \ s / N-V-371.08� I IN N= 74. Nb IN 371,6 J 1 - TRANSPORTATION FIELD SERVIC�S
\ \ / '\ 'P l ` 1 \ \ -INV ��T=\370.78' IN v ou7�T=�7 q' -ENV 0UT=3T1,19'\ I / \ SEE, SHEET 22 FOR -Y9 -Y10 & -Yll- PROFILES / i
I LEWIS KCLAR \ �w A\\ _ / ( ) ) - \ \ I -b5�� \ \ / PUBLIC UTILITIES
A o /, g� , \ \ S \ SEE SHEET 2B -6 FOR ROOT BRIDGE SYSTEM DET AILS
bB 15978�PG 2219 J \\\ r� \ ) \ ( DI\9�1 \ \;DI-9o2� \ \ T903 \\ TOP-3 4,9�' \ I �� SEE SHEET 2D-I FOR DRAINAGE DETAILS / - STORMWATER
/ - ) I ( \TOP 78 0' \ T0�=373.7� T0�-338.9 \II�V �369,08' /
/ A < A \ -(�
\ PB 1986 PG 1407 \\ \ 10 376.55' )NV 370,6� INV 5V5.9K \ INV T-3'69,010'
r \ \ INV 0 To 3 6 4 NV 0 T-37 ,67' =35 ,76' \ S \ 40 / ) / i / PLANNING/ZONING
\ \ - ✓/ I 25-28 ) \ \` y Q \ I° \ Iry %T=3�5.63
/ \ / s�
A\ C� - " v A \ 1 \A \ \ 1 \ / v A \ i 3e i ' F, FIRE
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
39,
PREPARED IN THE OFFICE OFo
• NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
e >)) Ho RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2020
ROADWAY PLAN SHEET
URBAN FORESTRY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBILITY
CAR
.-�•�ll� ss/o••�--
SEAL
024436
IN
�u�u►v�
20 0 40
PROJECT,
JOB NUMBER:
BLUE RIDGE ROAD WIDENING
9
0 1 1063094
SHEET NUMBER:

O
O
O
O
N
N
cl'
TYPICAL DITCH SECTION 10A
= 1.0 T
B
B = 0 FT..
T= 20.0 FT. DRY
D
MODERATELY VEGETATED, B
TREES AND SHRUBS
STA. 76 + 70 -L- LT
NOTES:
/.RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT \ I 1 / / ill\ -LL
(-7/2-
1 / / 46-50 /
UNLESS OTHERWISE NOTED J l / I
2. ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND P/ St0 5`+ l Sto 1 +05 3� l S�t� 16+55.671
HYDRANTS TO BE ADJUSTED TO GRADE BY UTILITY OWNER ( I i I I I l / / 1 I l / I r / / w2� / / / / / l / / / /
UNLESS OTHERWISE NOTED I , 03 .9" (LT) = 5 , �0 49'.l Ril ry 36" 33 9° �l ��/ , / / / / / / / - M I C � E E/ R W )l
/ �� 1 I / / / /) / / / / / / // obi / / / '/ /� 16759 PG 82
3.CITY TO REMOVE EXISTING TRANSIT EASEMENT -D \= 8*'48 5 !0 D' - l� 26 '37(0" ID 76 ef,,w39.7i // / i / w /
i �I�,�-�q . 1 / 1 r / / / / / /iAF AST IQN/ / / J ( /`�
EXIST/PROP TRAFFIC SIGNAL L-�404.9' t III - �4• 7r / I / I l / l l I I l I ILI 4 /Z� / /// / 95�'2�P,G k2 / / / / / // / / �9 6 PG 4 - -Y14- POT Sto. 10+00.00
T = .46 \ 1 ,V
20500'\ / I / l ) l / l T / 3 /i
/ LZw i /P �9'l 7� P G 4 o J / / ////// I 1 I/ =_ / - _�� / / / /0�� / / , I/ / / — I cR, ,50�.00� tR 37/.QOl��- 5P(�f - 7f,00; Q -1 'H�i / / / / ) / _ v
v I I � I ,w �/ / — I
$� SE _ 04 �I IS�` 0 Q4 ) \ / / / / // / / ww / / / 6� / / / / g
79 1 � o ( I / � ) I / 1 / / // /// / /�ti/ � / / � / // / _ � - q� 0��� �
I � I N I _ / / / / ti� / / / / / a� / / / / / / a W C
(( / r RO (StEr )PL _ I R(� =` 8 I I I / / / / / / / / 62� / / �� / w / / / c O I l i
ALEXANC4ER R. )ATCHISON ✓ M�R7IN A KIS�I �� // I \ \ 1 ) I I / J ./ J
MARY KISH
//// \III) \I 1 I / I I N
I v \ \ I
DB 1745\4 PG 2�2` 1�756 PG 774 N
PB
2005) 1 - - v 0/ /2005 P-6 2-3
84
�28 ENGLISH GARDE WAY (PG 1238�
D( O�VI I ( I D/ ISTU�RB//
//4132 /NGLISH
GARDEN WAY / WOOD FENCE
BEG/ c
At _
l/ GEE�IEA-KE-SOlH--8 �� R / ��� III) v I I A 8 I I (\ 1 ( I / i / / '/ // / ; / \ / / / / / / I A -Y/4- PO Sto`l +6 00
/ 0-WN-LRS, A-SSOCI IQ INC- I / / A )I11I V ) V 1 I I 1 I \ - // / / / % / / 1 / / / \ _ A Q� 02 I
\1 \ 1 \ I I I /1 / I /% //// //� / / / / //� / \ / \ i'n \8 IL / ° (r-
III \ 1 I 1 \ i � / / / � � / / / � / i ✓/ _ /
DB 15618 PG 2286 \ 1111 I _ ) I ( I \ \ / / // / // / ��/ // / I / / z / /� / / / / l / I o0 02
\ \ PB 2005 PG 2384 / \ / I \ I \ I 1 �\ 1 (/ ( I ( l �/ / J / / / // 1 / / 1 ( 1
1 / / \ / III ) \ I =1 I^ \j / R
ROGER P CORNERS - 1 \�•�
I II \ I \ ) I \ I \ I I \ ) / // /// / / 9 / l % -� C� 15 P I I A \ \
15568�G "d \
PB 2005 PG 23�4 - - �� h II > I 1 / / /// / GR b / / / ' / 2SB1�D /
1 III \ \ / , / 1 i / // - sPEeIAL� C� 1 of V I c10 v
w o \ E I BLOC
/k / / Ise w / I gyp, p.
�TERAL A m
WILETAM R��DORF I - \ \ \ \ I I 1 1 ` J / / /� / / °2
/ / / / / °/d / / / / / / � DITCH SEE I I III \ \ \
\ _ \ DETAIL 5
\ , DB I3876 PG 42� �- K' / � I 1 1 93
\ / C' LREFNT' 0, JE DEER
PB-2005 PG 2394v /
7 \ \I /-L- TA. 7 + �2 \ l \ \ I \ \ / / % // ECI � / / O II I DB\4 \ \ 5
I GLENLAKE / I v / / - r / / E Er - z9
\ v // ) - V A \ \ 1 A / / l �A sRAC V D TCH / s6- / / q , A
��056
B ROUGIER \ / ///// /II) ° V A I \ A / // SOT G1, 6+ - / / /\ 1° � I �PG 2128 \ TO�N�iOMES \/// ti� \ \\ ^1.42/° �3.� °° 1 �1\\ \ 1 ( \\ \ �/ .w�/ �� / / YJ�� �P T / tQ% g I PDE' _
/ 1 - �' O/ v / �� PD/E / C 05 Il
P1,10I 2 I_ —/—/ —7 1 \ \
B 2005 PG 2384 - / / / \ V /5 k�'�1 / �57" l - — 24/ �3' +
/j A V / 1 \v v �fP j ?I) � s/, g
_� -�12- POT Sta. 1 13 9oG8 I \ � \ 1 1 ! \ a / / / � i 6 CO C $IDE 1
- > 1 0.87� \� STORMWATE�t \ pox �w / / / rE �\ stems i 07 2J��yQ F `tl
S 26 05 08.0' W / 1 o i AST *2 \ �w / / Q BST�� _ H/ _ 7z
\ PROP SEGMENil AIV I I \ J �j� / 1 R \ -
79 / RETAINING WALL 4 � 1- 4 � � G � v \ ps sc��M-o2 9,off � / / / 8�'T ' 3�0� / / / , D 6
P v g
sAG BEG/ CONSTRUCTION AWN Ex�s / �� �, \ \ I £� , ( / / / / - 5 - / _---
-L- AP\PROX STA T /
-Yl2 - POT Sto. l0 +20.00 �, / caelN
,.�
o / R , , - ---_-
— � / r � \ � \ 10�`�� a a To�OPE�o Ecrlb I // � � , l2/5 � � _ � _ � / / g
\ + 41 - PC Sta. 10 +3/.38 µ �­11 / 1 I I 02 0
/ 28 TON / Cv
2 /° / 5
MARTIN A KISS ,�, � � � 1 \ EST. b.v�LAI Cb
R/
--
15756 P 77� 2'
/ > / PB ?384 Y�12 Pt -Ste. 10+7B.36 -
� --� �� TUC RE\ / /
2.5SBKD $ / .1 /
/ v SEE C 2 / �'06Ole6,3 El
/
/� / v B-rU �H �C/AI�ER/0
/ o / h� o� r G / 1 / D0 N DfSyl1RB/
\ BLUE RIDGE RD ` S 9° 4�' 16.0� E� + / � // l `y �
\ M - 06 �„/E'er' , & Py 4 ( TL POC St 7. 2 6 _/ 7- �
� Ah A I .�� to �� / , � / ��
N 7-7 34 15.6 E \ A E / - o \ �\ 02
o B' I G � < / � � / � 1, ti X S BRIC WALL
c o N c -L - PC StO. 74+2 .8/ / ,\ 8 o \ o �� -Y/4'- POT St0lI l .�
� I�OI o � s /
� / sTO11P ��<v 1s�BCP-Iv6 0l N - C& �� \ \ n _ • ,r / / y ) i
RF���� �
o � � / � � � � v � 0 - 9/ 23 28.1
- O 7 TAP �
� — — — — -- — — � `� �6 � / o� X v �-G
��
r CB-E — — — - Cif - L — i, / 2 \ \ 1018 // / / \ / O
Li �� \
I I � / I RAND /N/ I / / �
�1 - — — — - =- =-= - — _ — — 016 - i / _ — 02 / g ION
/ /
Z- - - — - -- - —
/
100 = COMPOSI� H -1 F 0/ 02 f A 6s N �asEM - ar 8 O�� C ��, \ ( / / �\ /I�I�I VG/ 2'
z B-E -- -- ----- - 85 \ y — /
LjLj / 7 1 F� , �' / - �yP ��r I 1 � I / \ B / 81 Pj 9/2/ /
— W--80o-� �REn REMOVE
/ l3 F , NOTE. 3,� I� "
F F / T -� of k d STl�UCTIO / /
___ ---= -- - --8 / ° 30'R 6, _-i /;, �� \ / o \\ I�-YU PT St. + .00 \ // // /I
�I
_ CB-F 6 CO C SIDEWALK 251 R T - °� / l \ l / J I /
o "� _ __ _ I I I I T � _ _ _ 00 _ � 2 sa- � v 102 - - �5 tic " . � -� _ � � "�' f�Ell�F4 Eb /S�1/L SLOPE /
EMQ-� �iT G v> D0 NOT bI�TURB ��\ l / I� I I\ L R /
O --- -18" RCII = l po -ART - o W v o 18" RCP v 4�1Us 3 l - -= — - — / �` R — F o � � �� o \ I S� 0 ` 1 ' I I
— _ EXIST BRICX. Wyk \ lE 80 TO 8 +�0 T
_ -�� �\ 2G I AND 2G-2 1
-- - o
x BLUE DLE RD V RIABLE \ l3 G C F 02 I \\
E48„ 16 D ::::._ // o w wlD PAVED o DwAY 0 --'� —� - � = - _ ; �� � _ - >> � \
�tcil B-� 101 - -- - - - _ �. $ 9 / I
l6 DR
l2 -- 00 4 - - so // / / / I I o ! I I M I M I I SKC REAL ESTATE LEC
/
/0' WLT�O w - - _ ��� v� '< DO NOT DISTURB 1 Rc,P-IV
- _ - 30'R r - XIST SIGN I ( \) oo I I I I / I I I 8 4 D B 14816 PG 917
- K \ — O
F R-—PS E - F P{ \ - 4 02 - _ / „ / / , / 5� I I,-, / PB 1967 PC 265
�� \2/ �OBEPT SlAWYY/R J / 5 ( 8 O l � PO Sty l l +
W TOE�TI�F2 I E - -� T TICE-,PE \ -PST E- - 75 /C TCE C pD�k _ _ /
2 3 36 - - �5" MONOLCI HIC S C B-E 14 (� B ,� 8 6 9 PC
J 485
\ I 02 PB 19 4 G 1349 I I 1
I 359 � _ CONC ISI,.AND � L / � / � � ��
o— / 0 C 27' TYP + /
�� z P-IVY \ \ \ + N 2 ,/ I (KEYED -INl / T Y S O N \ / / / / / �i I I 1 ) I I �� 1� \f� C H 1� E L W
1� �
CONVEII p q \_ F I I SPECIAL L / / a I I \ `� B 3 515 P d \I I
Q - - ` `y N 'V'DITCH CEMETERY \ / I i�� ( �" / - / I I �, _ / \ /
358-- v _ c, TO JB /MH _- N I 02 I C7 DER 1 _ / / I I ( / P 3 �G 151��i
- \ / _ N 50 LT SEE DETAIL 2 rQ / / / / / \
~ <0 50 TAPER F LARE OUT As pr < 59, / �� I
1s" cP-Iv Co TURN \ N T / / \ / 1
STORAGE I 3 029 _ s wN) �� TURN -L- PT Sto. 77+07./0 / / l l 5, /
/ _ zl / DO NOT D/ B $ 6 IDO �S F � SIGN O4//
3 Uq ES GN OTE: 13 ICK I W LL BLOCKS - `'sue GHO BAN \ J SFD �ooD 2-AD + f r
5 N
SS - / /III v A I A PB 196� P2 26/ / �HEET-�L FROG-EN�ERING
_ -
DB G 33 _ \ - �T(?RE "r`ETERY / ND/ GUTTER
_ _
_2SZKD I PBS 19 G4 v t�Bv(�$q) -STA ��LEC �� v �Nc 140'V� TIJR/ I v I �A I I/ // /'� j / / / / // / I v 1 / r �
\ o
7S6PV / ��ti / / /
DXRB c
I/
E
/
�06 AO
FES
/ J )� INV=349,16 \ 6
CQ N A-N _ —3 \ 357 ^ coNc /
4 - �s v� I / _ - - -Y12- POT S o. - - /
ITZGER�LD I - /2+3 . N`ATHAW TYSON �/ / v / / 0
\ C �tp. +24.0J� - - - -363� r D B �0 7 P G 2 4/Z
DB- 17235 EG 1200 v$2 / \ V 1 / \ / - /
/ \ Yl l C Sto. 11 +27.66 j
�B- 1�0 PG I4-3 1 1 , \ P-B J 2016 PG�6T / / / % /
a \ \ 36z CE 1001 r \ J CB-
96°44%. 2SFD - I V \ v — /\ 11� v v — _ — / / / /TOP= 60' / I 1 TOPS .97�
�_ � — — / � �\ \ \ \ _ � � / / %/ / INV T=359I,49' I I �fNVjOU� �3�i�.36'
20' 1/RAI AGE, EASEMENT \ -t� \ /
rt \ � \ � \ 1 �SBKD \ 36� \ ,a�t, � � / C 1002 / / / I C -1004 1 I / / •,a / / _ �
TrP=361,81' / T�P�363.87'I
1 \ / 6 / NYC/ IN=35�36' /
JA7�ON�M�sS-9 — 5 ` 1 l \ — — — / / / INv ouT r / / "�,
\ Duo\ 1516 �6 2�3� 35_ �H\ MAS S� BOWEN - - J^ / / 357-. 2' J r NV $ttD /IEE[T )i8/Flb�l�'� � P%�d/-11L�
\ \ \ _ \ 1 \ DB 44 P �15 5 \ 35 / / f / l I /SERE S EET 22/ F'OR -Y/ & �Y1j3 PROFILES
PBS 196- P� 265 Wow \ / v 35g - A PB �-1967 PG 265 � / / � ) � 1 � /
_- / - J / / / �� SEE / SHEET' 2r3 FOR^ �-Y14= 1�f�6FlLE
1 \ \ T / \ O N \ S \3S — / i / _ / — /35 / S J J
\\\\\ \ / _ - - / - _ _ _ _ 8_ - _ \ / / 1 / S F SHEET )�D Il FQRI dR,�lI�A�E DETAILS
\\V� A _ \ _\ _\ v / -�0_ i V\ - _ v �1 A \\ _ - - - i i
\ \ _ _ POT to 00� /DOCUMENT NOT CONSIDERED FINAL
j_ \\\\ _ / aa/ / / \ / \ - - - y0. / \ / / UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF:
�nm�ri =R')JE:T.
CAR if
.�� •,D E S S'/0;, �.
f �• �'.�C 01C1
GRIFFIN HOME
$6 VENTURES EEC
DB 17438 PG 2086
PB 1967 PG 265
J708 ARBOR DR
NOREMAC GLEN LLC
87 DB 1T1 6 PG 2042
J800 NOREMAC DR
MICHAEL W DOSS
S
JUDITH B DOSS
DB 3515 PG II
PB 1983 PG 1574
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
BLUE RIDGE ROAD WIDENING
INC LICENSE #F-0102 � •� SEAL ��
REV. No.:
I REVISION:
DATE:
DRAWN BY:
CHECKED BY:
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
im e urn PHONE: [phone]
E2020
ROADWAY PLAN SHEET
024436 -
�,�:
�F.
�� ,`'• NG IN
�-F,�•••••.....•••'•Q�O
'fji,,,11 ,Q�J
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., 2020
JOB NUMBER; 0 1063094
SHEET NUMBER: 0

O
O
TYPICAL DITCH SECTION 11A
= T
B = 1.0 .0 FT.
T = 13.0 FT. DRY
D
GRASS B
TREES ANDND SHRUBS
STA. 86 + 94 -L- LT
\ \ \ 111//
// ///gp // G - / / // / - _ / ) _/Zow�
I / I r _ _ - , �e 1405.32q ��� ` \ 1 I16) Stol 8 * 9�0 I I / I / / /Pl tcy 90+1 .1 I , // �� / J P1 Sto l0+79. ' J -Pl/Sto'l �.2/
1 / v _ - /� y 5�'-J09 (\R�� v 1 I I 1 I I ► 172� 5�/ 07L[7rll / / / / ��2°3T 5 .8"il pJ / ' D29' 4/." ll �J / / 'L�-= 7�v0.5" (LT),
I _ -� " 26' 37.0" \ , ' , I I , ► I I QI /rt ZIV�' 1371 ', (, l Di =�/ 8' 48' 5 �' / ' - - D� �2� b'sZ8_. "- - - a = 5Z t7' 44Al// lJ l - = _ - \ az%�66� \ Lam` 3/4:5T \ ) 1 I I I I 6'/ / I I1 / / / /; //� /�/ 26.7�' /°�, o�� 'L = 93�6' -- J L = 1305' ' /� \/ / / / / /// ���/ / o� I I I c I I r l l 74�1 / I / l 130 0T '/ / T - '846` - T
_ ' = � l /III II I � 1 / / / / // � �
R_ 7T�.00' DES 35 �lPl fpl /l 0D5*� !� / /1- J /R = 650.0� / // r / lj - l>35s�0' / R 1g0: _
_ - - , �E b a4 O104i /�� 0.04 - S = SEE -PLAN - J Sf SEE PLAN / Z
PHILIP J EOWDEN / / / / / / / /BD / / / /// /i // \ - _ - —sos— - _ - \ \ I J I l i / // /j / / / / ,, J / ° Q
/ / / l I l / / / / -soy= 0 = RR8o \ I I I / ( I I I I \ I - - c��/ PL g / / 962 /// /R0-�=_ 8`6 / / / -RQ-= SEA ,P�A7 i
DB 15000 PG 1669 �/ `'�- /// / o w
PB 1959 PG 248 / // / /�//j /// ///j / / / _ - - - - - --6os—
I /
3905 BLUE RIDGE RD // / / I / / /( (� / /\\/ i /� - - - - - - �/ I toI I I I I I 1 / /
/ ANE C0ND0MrN�JMIF
�°£
^ _ ` \ �i£ ` I \ I I I
�� \ \\ I 1 Ill/fll/M( — / zz%,
MICHAEL A. GRAJEK /// / ) / \ _ _ / //��� - \ \ \ I I l I l l/ _ ,� � �T�S'rO Z-+ O.00 / \ // / / /� - / / -PHILIP J LG-W�N
CAROL A. GRAJEK / / L \ fF \ - / / / / - - - \ si I / / / /) / /i0 `� - / 1 \ / ) / ' / / DB/15000 PG L-69-
\\ I / / /66Z'�/� / / / - 1 / / / / JAM ��j I�AT DF�EkI �R /
DB 17294 PG 2190 \ - �� - - / _ \ \ / // I / / / / / / / / D IT G /2291 / /PB 1�59/P 8 \
3909 BLUE RIDGE RD \\ \ \ / - - \ 1 / / / / / // / �° / / / - \ / - / - / �B I G 2/8 / _
,� /PRC ssto. 82+74.89
oZ� / _
6s\ ALBE0 D VA-ND-EVE�RJ = 4AVID WA\fSON
F \ \ \
\\ \ 433 LP5Zf( — `
�G-535 DB 7436 PG69/
ati
BEGIN ON
��
/ // / / �/ - ,� lJ/ i�/ \ / POC to8'�4d01= /' IIIJ/o� _-� +
/'%i /i / l/ Jll r \ - 16- P T/ Sto. 12+/0 0/ \
/ \ / �� \ _ L - POC Still 89 97.Ob
v v / r / �� = 7 `48'b / -Y17- -POT -\Sto.10+00.00 v v l
—L PT Stb $747.0� / /// / // ,//l / I I / /� // I / J-_ l08°26'0 4" zq Iv
v�OO�S _Z££— �' A\ V-I££\ V A / / / / / / ///oM//0�// �6Z / / \ .CJi // / / / / / �W / "t \ —326
( // / / �� // // / / I c� / CURB s SPILL
2
/�9 / / / // ti / // C // E ��� / / / / / — % SEE S ET C
0� � 96 / // / ti / // % // / / I � �/ / / �° / � L / / / /I � � - SPECIAL � \ � /
s / _ / / / / / / ( 3 1S-AP I / / / Z / I / I � SEE SHEET 2C / TIE�T al /
F O�I \\ \ �� I I ( I \ / / / / " L BACK \
CB-P 11 1 \ I / / / / / / �0 / e 1I°— / OF CURB
x0 Oo I \ 1 ) 1 I / ( / / % / / /P�'\o / I / 1 / / / / / / / o� / // / / I� i /oR / - ' DITCH LI
= C' 15" RCP -IV ( J 1 1 I I / / / // I° o / _� - -T ❑ _ _ / - / PDE C_ P C FF< \ I / / / / S o / \ / o // / DET 1
F /� I i l .�.i �,1///— / 5 _— / /��R + / p� - 1--�-- — 3 W
P CB-F I I ( / / I ( �` �1ba\f \ \ / j / / / i / — / ►"'�i F o� 05 / "�. 1 %
�lo / / / a _
REMOVE 2-40 LF
i I \ RI P PAD AT OU ✓ EXIST
/EST 1{o'�s c �, R � / A D T �1�T�L �E E- _ X/ 'it P-I � -C �
) I / V A I Es s.. FD - - / N ,BRI K -COLT) N \, / _ _ - oo v C 6' CO SIDE
o F / p I I 1 / A \ goy / =Js a: - I E - _ 3 - _ l � v�
--
v I SIGN `RELOCATION 7 /�3 5'R _� R '- "
� 0
\� F cF �' I / \ I o I I \ V 1 l I/A / / / / / 01 (PARCEL 99J / ❑ O
OZ = __ F*- o o ll LUE RlG O
/ / / / / QI ��, i o " +
s/ ' S I �� \ I ( \ V ) I / 1 v ) V A A 1�� /I / / / IB�OTHER 1 '� F / 0l5 _ _ • // /
F i or
-
��(TO PROTECTION fl
2 — /2'-6° CScG 11
(SEE DETAIL s I 1 V v 1 TtJR / / / �-�. �/ a cE /3 II — —
' EST. 30 TONS C B RIPRAP E G
!� / I \ 1 a � Ip _ _
v vA S 1103 --0 p I b�F \E$T. 8�i S.Y. �FD I 1 O / vw �� V
Cl'J \ N / �MQ 1 I \��o l / / 91 n25 15 _ ,
\ - _ ='I�
11
\ 2
F\ F 0 1-3 CF \ \ 1 \� 3�7 \ �� �ZC CE !� o __- — - - -
\ F _
-o s 'F ) I -y -F LQ
P��-F % / / _ _; = _� s = - - 7�EP� \F
\4 CA I 1 I ( \ F`G� vE 112 �i�' N //� 9iz -C`1 - -_ _ _ _ �� "F� I
/ MI�MAEL W DOS-F5
/\\ \ 15 RCP�IV % IS„ C'+ 1 1 \ \ — 15/ RCP -IV ✓ �� �/ / / // \ _ —_ _ \ ��� \ \ \ \ Q
/ �D B) /A I5 P�
l V IPA 1983/P� 174� v V A ' \ V\ v v v L �7� I / _� Rce, 23 /3 + / H L.
�, >- // A
W/ 161,X16" \ F \ � � CB-G 7108 � P-I E% � / N
v ° A \ v / / - w
3 \\ \ \\ N�T DISTURB \ %�\ \ ' B- / �' RGe / / 0 g 051TAIN B�ICKFLOW \ \
1 I \ 75'R �\ _ 1 2 - �5' ��� _ U� \ / /� I I// // /EVENTER So PROP ORNAMENTAL F�9NCE ITYPk
FEN E AND - V °� \ \' = 1105 -P - / I I l l
EXIST WOOD
-, �� = C6-G �s'� RCP - DI / / l I OP SEGMENTAL GRAVITY
BRICK COLUMNS \ w 1119 OODs� / I Tti1PORARY_-5/GlT/
REM ve v �-� \ \ \ 4 - k / I I I RELOCATION "3 29
U / / / / � / // ll w l I DETAINING ViIALL 5 8
_ - - - cE / S 28 26 02.4 E (PARCEL 100) -
\ \ \ 3\�
—
' (BY OTHERS)
E/NFdl#C 0/ SLOPES \ \\\ \ �\ �\� -DO NOT DISTURB \� \�_� \ - - s 2� 32 3 `- / 2� / ) / / (I (// �'// I I rz��►bv,� -
0 R REIGIOVE � ��I' /
\ - \ E�IST WOOD _ 15 RCP i / - 315 r 1 I I I ram ! - l \P& Sty. 10+69.67
E/E $DERAIL 0 0 83+00- RT \ ( \
- �IEETS \ \ \� \ \ \ F NCE-AND �. \ \ �' /
J L� ( \ \ �o BRIC'Kf OLU4NS - \ \ 1
G 1 ANLI 2G 2 I A VA \ V A --
/ l 1 / �3 /3sBKpPT� / / / /I I I �))11� 7
/ ( / / 1 \ 1 �F, I \ \\ \\ \\ \ 72'�kD yNi I�x16 �Y 1Sl�fl. 0+82. 2
ZR1c� a,uMvS\ 33 — — \ C - = � H-IIo2// \ ^
\ /
— \ F / A / i j / V l / / v — �3� 1 —co sf ��lC�`ION 3 7
SPECIAL LATE L �� v �G E„_p�i3 y — ' 0� \ X�� /32 ' ��° / / �� J /� Yl OTI St 11 +05.00 \ 1 \
vDITc sE TArr2 02 I CON�NOLIH� / 1 I I / /
' I I _ - _
\ _ \ �z 00�
_ / IKEYEb-lNl \ 3 I / /
9 \� % j / / A �\ \V A\ �A A VA \z� /� \�\� - / �2� =32 77 �� \ i �3
� � O /� 5" RCP'IV
2 -Ya7- T Std 11+20 00
/ \ \ \ \\ \ \\\ \\3z w -L� POC-St�a.-86+18.00 = \' w� T,,ii3 / AD ST
R A E p 1 0 /\ 'pMA I \ 1 \ 9 / ❑j o / ) /
\ / I \ % \\\ \ 1� -Yl� POT - Stogy �� / / / 3s�HQP� / / \\ \� /
lO+OO.00 _ o \ - ` MARSHALL PARK (/ / / �\ _
��r1° — DO NOT' DISTI qB,1 APART T / \\\ / L— PT Sta. 9/+43.8/ HILLCREST RALEIGH AT CR\/Tr�E� Lc
Q P / 18/3� PGI\157�4 1 \ I v v \ �A \OVA\4 "�' w oDs / V � \ _ J �EN S ) /� 5 ( / DB 16078 PG 2084
o V v v v A RE sYST�nn v \ EXIST SIGN v88+$7.Q6 N 3/O \ S �36�\3Z' 48.9° E °\ 3�9 - ' / / / l \ / / 70' St�. P B 19 8 7 P G 2 8 \ v 1 l v o AA - v A� / /
—Y/5 - Pl. \Sto. f 0 SDMH - 01
I VI o v v v111
TOP-328,1�`
1 \ Vv V TIE -DITCH TO / / V 6� _ C (\ INV IN-325.58 /// — �O t/ //,/ /� /��/ CONCURRENT REVIEW APPROVAL
i = dp \ \ T5�RCP IN / �� v V v — / / -9� INV OUT=�25.S7' _ GO J
CpE\Y A CHAMPIQN �` / /// / 30��3 / I
\ / / _ / CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
�5 59 G 3 6( \\� / / \ n SDMH-11 /ii \ / / / \
I \ \ 0 S-T Tl0 \ \ < \ \ /\ \ ) TOP2%ri� / / /� /_ /
J \ p � � fj I J I \ — � / / � ` Plans for the proposed use have been reviewed for general compliance with
P G 115 7 4/ \ `r—' \ \ I Q G / 1 N 7 2' — / / — / _ / / / 29 applicable codes. This limited review, and authorization for construction Is not to
\ 6 / W P_-OC- 10+85 00� l \ \ - \ \ -� / �� / _ s
• • ` / I /INS—324.02' ) / / be considered to represent total compliance with all legal requirements for
\U� 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. // % \ \ / 1 \ \ \ 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.
v `� 1 �- I / / �\ ��/ l -�l� - POT Sto L3+D0 0� 2 I M /S /N/
Hf OUPH P A-7+O \ \� I / 9�� MPSO \
�53\7� � 5� 'I—
\ -t\\i�\, \ \ 0 \ \ I 1 \ J ( C \�_`�'-�% I \ �/ \1 I \ 0• — ) / I A S �L"L �R� L-7C�aa\ �� `\ �\\�\ \ TRANSPORTATION FIELDSERVIC�S
�-9 5vP�-8 Z9 �TQ (P / v _ v
/ / J� ) PUBLIC UTILITIES
V
Pua
l / _ \�\,�j (( I 1 / / / \�k2/pG�1279
_ / cv
_ / �_ _ �) I 1 I Jp�Fp \B \MSG HEE \ I / / ) \ ICITY/�E Rp LEI / 0 > / I / / / / \ \ / \ \ \\
J /j J — %%� \ STORMWATER
—30 \\ \ \ I / I 1 0 _ �— f W� — `C' \ \\�\ \ PLANNING/ZONING
' o / a - / I I P G 7 ) / / I DIB 2 9 P G 5� / l ( / / SEE %� �� 0 \ �L - PR \
1 I if 8 \� 6 2 \ ° / ) / / / J / SEE S T 2 FtM - Yfi5 /b \
/ / - - - V I I II �IB ffd �6 40,4 �� \ \ ( 1� h I \ )( 1 / / \ / / / / / / I FIRE
f / / °, C —299 _ -- I I III ° / \ I _ \ I / / ° + , / - \ �ROFIS
I / a % / // ) SEE SH T� �d I FOIE AR E D TIA/ \\ _
�- // — v�- � v
\ \\ \ \ \ 1 URBAN FORESTRY
tod�:'UU-Pftn OW-11113"SJDEI'k�111113 FINAL\\\S-AALL TUBES 1�PLETED v�w� ��� v SITE AccesslBalTr
PREPARED IN THE OFFICE OFo
����rrrrr PROJECT -
CAR If
S S'/p.,.
��' 20 0 40
N ' NC LICENSE #F-0102 ROADWAY PLAN SHEET = ��� 02SEAL
4436 .
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600
This document, together with the concepts and designs presented herein, as an instrument of service, is RALEIGH,NORTHCAROLINA 27601 ✓:
PHONE: [phone]
N intended only for the specific purpose and client for which it was prepared, Reuse of and improper im e >)) Horn��F�' Nt IN p ''��`
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ��F,��'•••........ r�O
shall be without liability to Kimley-Horn and Associates, Inc, ©2020 ��j,,,r ,Q�J JOB NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2020
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:

0
0
0
0
N
N
cl'
060 ` - .54 T _ 11.83'
--=�j37000'� R = 15500'
I o nov __ 8a v �� �C R/�A(�' T R E I RO = 63' /
\ A �� \ I L\-AKESID / // / �� /�� R1 1IN
4 26
SRO
IMPR(�Vii�ENTSG
v ��_ r$r O��ER� ��o � w/ �/ � / �Y18-- POT Sta. 10,+00.00
I 1\ \ I I\ I 1 1 1 1 1( / z o
CRP/DF F` I�4� 00D OWNER, L�C� L 1215 (4DJUS CB /��` Q/ b
I T = 20.80' T = 17.39'
R = IOO.W R = 200.00
/J
108
�I I \ � \ ` J � 1 �B '1�700 Z4�7
\RET IN' �\I\I\( \ / � �/� // o DB 16313 PG 822
PB zbl71 v / / T � /
^121a CB-F / /T V` //
V o� ` I 15� ReP Iv / �// .�� ��� / // 00 P B 2013 P G 476
\
0 1 \ \ \ \ \
15"\RCP-Iv / '2 2 305-
/ Q - / °j -L - PC Sto. 100 +37J6
i2EMOV� APPR X �63 L.F. / I °
77 / \ ( M \ REMOV C0 \ 057
B—
/�° I/ 1
J HUG WHILE JR Mrn o \ \ \ \ I �Y18 _\ PT Sta. ) �40 a0 ° / / %/ r J I ARQ AT
I VIP o�vDE� --L\- P C Sto.97. 3.77� �84�PG �3I DB 206(�\ G 244 \ \ I ) I I I l09`48'02.0�� o� — A / �� \ I V _ CRABTREE
�2� / \ I \ I 1 z I c I \-L C Sto. 97+4/. 3 _ 2❑ / / , x49 / - ti s /
L� \ �� �� esb �F
2Y
12'' CC\C 13LCLK-��
�� / — REIAINLC wA LLB — — — —303� 300�
/ L- PT Sta. 96+67.29 \ \ 2 /w 15' RCP -IV DO NOT DISTURB --02
-
/ / / / 322, / I ) \: 1 (\// i.-..... CB—F EXIST SIGN \ POC Sti /00+5_9.35-- - - 3301/ / � /
�Yt9- �T Sto.10+00.00", - - /
q I I J / / / ► -L - PRC Sto. 96+43.67 / \ 12,6 ) / - / %��r _ // / /
/ — — — / _ — 9 - DI
( I / --- gs�KAPT I vv V 4
I�L p L / oz �� — — ' —
r J / I C6+0 LTURB S /\ a,F\ l — \ \ B-G \ 5 BLUE RIDGE RD A o R(f) `° EXIST RET _ NtNG — — — — 29J//r NGR DQ NOT` DISTURB _ _ _ _
I / 2 9 15' RCP -IV — 70 57 176E / o BST WALE TAL _ RETAIN SYST
/To JB wr / v 5 z l ) FENCE
�^� I TAIN �) v ` PC Sta 12+29.45
_
i 15" RCP -IV - DI EP / V CC. I lot
`' J RETAIN SYSTEM
i i i ' 69-
2 1 PDE -- / _ \
/ / — _ O
F� A — ' S� R — — i — ' QNC ��� � 2 i f Q
f / — REM�� — I -
- ADJUST CB 0 / I C -120 15' R P _ — _O ET�N BUR CST\
N
30" oN c&G N V A - - — 14' QR 81-
CB- 2 / \T\
I 2�
n / ti _ - —
z
3 I I IlQ' �TL s-76 � 1E.
R 3 3 ._ --- EM_VE� 5 ° iz 2 - - - - — �s R -- +� }
z - / I {-- - . s �� w
1 — T
C F Ex1sT /� BS, J— J26
—
F SE-
- /
N �
1zo11 1 — zz - TICE \
DI�o3 Ti�,E��TCE /
— l
PTS E9--..TCE — _TCE \ c�-F� �c s IL MPORARY
5 _ F U /0)_ i� �} _ I / / o o 6 RELOCAT ION 5
i C& - p,� D�V �S.R _ � � _ 1 � I � � -� ti /� � ITI / .�� � 2 /
C C
G _ -— z i i / p CEL
D �,LTI" 1 _ t I� of E` 9 Xl P' l \ / �O F m'i l/fQY�jC}T,IERSJ
U 5 _ GE C U 'Dl URBi \ / /
S — F \ I CONCRETE VEHICUL / I 2 \/ — —
v C� pU APRON fTYPI /� i 1 1 1 ( / /^ S� _ — \ D DIVE 275 R�MQVE- 55�LF' �F // I / 22 Rll` III AT
T y�00D FE J f/3
0 3 , / — — 11, _ 3-46 o a / 2 \ \ —Elm . - — / / / I yFST. 10 IS.kN Ui 2
�I WQ -- J I "� / _ - - �o / _ coN sw / �5 — _ _
R
o _ .._ e -� - ��0 l'=G l Y ,) v I I III - • o c&c i D9IO�T�1?f / / 1 /
- _ - � � _ � -- cB-1207 � � V� / / / / ill � STAINrNG wA�
/ I I i) 1 I I ; , -CONVERT IN 1231 / l3T L AND k
— 8"Xl8"CURB fTYP) / I - _ / / / / / /
Ul — z ,� — G� — � T S CU _ ') I i I \ I. I I J TO JB W/MH E \ \ ( \ � Tqy FEN / / /� � — /
o�c &G - � _ / I I 1 I ' �E D CONSTRUCTION - 54�8 - l%i - l/ / ; ' l pR �s / � / rAl
p \ _306,Cv RTPRAP PAI q I O
EST. 2 101AS Clg RIPRA \ —� 48" MTL _
-- \\ _ //
—3os. —]EST. 7 S.Y. �l \\ \ \ - / I 3�Z � � I I (I 1 RETAI IYf-9 POT StO. 10+67y00 � _ �1�1 I / - � / � i�
_ &R pF` / — / / / _ \ _� BM8 i / O \ CARPORT // / 53 / 7 II III II j
rn - - y / / - J303 �� \ \\ \ \ \ (� / / III) / ) f b o C ,BLc�CK \�\ ` / / // / / /J I I I
_ Dom/ i / / i v A \ \ V A v -L - PT $t0. 97 8244 / I I RETAI G z 4J v l
_ P < -eAssTEL) II \\\ J
f- \ \ \ \� I ' ( / / / ) � di / / / sib\5�/0 �/ // �/ q l)� \ \
0 _ \ _ \ \ \ \ N 80 3 36.5 rr / -Y19- -POT Sto ll + 0
- PC to. +03,2P / - \\ l / \ _ _ �zg Q) �_ T / �, _ - - /�� i J / / 2
/ \� 15'� RCP -Ivy // / \ $� _ // Z 2 / D� �2��'P IlN /
\ / TEMPORARY /SIGN RELOCATION "'4 / / �� � o \ �3��� — / 5-40*10LITHIC I // / CE ZOAC— / / / _ _ / \ J —I9�6 4A�+////III (( c�
Jr
rPARCE�DOYIB�OTIRoo / /\\\ �� — j3�g — _ / rrr I —� — , / �// -- — — — // / I12
_-- Io / (KEY lN) fTYP) J / / \ / I�� FPS IAA L-L -P A R Ka __ I / c
— J I — — N /S/ / // j / �/ % _ — '235'
O.4� R A E E1� H� -� - PC Sto. 9 +37�9/ APA R� M E N T S_ - - - _ - - —
_ _ — - — _ / AUE
�� / / r/ / / \ s < //� _ �oP2�30— - 2 / -2�9/ CASTEEEOE
cB-12o1 80 \�
WLLCREST \� — — — / % Sta. 98+72-60 / _ — // INV OUT=293.10'_ wV-oU >.4� —
2 / / / �\ ���\\ \� — _ / / _ — 13022 PG 2701
i ti� \� \�� / / ////// // // Z B-1202— �S N
RA -El o / _ 2a9�9'- — — — �\ 996 PG 444 1
_ _ _ N� I
OUT=282.17' _ � j � \ /
z9, i 95 \ \ //// �I 107 / // — — IN-V IN03g0o / \i
\ \\\�\ / toe / / CS-12�3 _ �\ 109
/INV OUT- 98;55' i
EIGH,/ c TOP=277.V8' / / \\� \ \ )/
— / INV IN=2I69.85' �IMFySO�.WODF L`_' < ARK EEC CONCURRENT REVIEW APPROVAL
AST CRABT)REE EEC � — — — // // INV OUT=2�9,48'/ DI - I 0 2 � � ,� � � \ /
/ � ( / �III� 14 8 6 P III % CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
\ \ CB-1204% TOP�2 7. 6'
� / / Dr 166�4 PG 6+6 / � I I
\ N ^ // 1 / _ — — / T0�2k8,91' INV IN�88.7(� ( — II\�P� 2�1 P / /
5 I e / \ I I Plans for the proposed use have been reviewed for general compliance with
2g —96z� s S I I I I I I I / / / / CB 198-0 —PC 46 \ // INV 1 `�2�J�3 INV IN=�88151' ( — I / II I applicable codes. This limited review, and authorization for construction is not to
INV 0LT=�5?1' �J INV OUT-287.�4'''' _ ^/ p I (/ / ( be considered to represent total compliance with all legal requirements for
CB-I� —9G j\ \ 1 SEE-) I �HCC� 12F R 0/ //t/D i1 U0/ /T DETAIL I I / I — development and construction. The property owner, design consultants, and
TOP�� i — L L J L.L Vp / t V J contractors are each responsible for compliance with all applicable City, State and
F T % / INV/ N=258 I I I I USES S/�EET / -FOR TL / RQFILE ///�/� / Federal laws. This specfic authorization below Is not a permit, nor shall it be
�30� (/ \ \ r // II�1'V OUT-258.26' 1 / / / / / S SHEET^ 23 -FOR -Y/8 & -Y19 PROFILES //// construed to permit any violation of City, State or Federal Law. All Construction
T I L L �, K E � I KALE A 1, R A L K E E E E ( / / / I/ I / I ^ \ / \ V (/ must be in accordance with all Local, State, and Federal Rules and Regulations.
1 CB 206
/ 3oz / - -Z TOP-286,91' / / /�F / SHFEA62D-tFOR DRAINAGE DETAILS
DB 6078 PG 2C \ / / 11o`
•� / � I \ / I iBLz / �V IN=283,08' / / / / / i i / 69/ / / � � /// .� \ � TRANSPORTATION FIELD SERVIC�S
6� I PB 1987 PG 28
0 \ // 1 ) PUBLIC UTILITIES
STORMWATER
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
PREPARED IN THE OFFICE OFo
• INC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
im e >))Horn, RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2020
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ca Rol f�
s's'/off.---
ROADWAY PLAN SHEET SEAL
024436
IN
i �i►►���,
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
_'R 'iJE:T.
12
20 0 40BLUE RIDGE ROAD WIDENING
JOB NUMBER: SHEET NUMBER:
0 1 1063094

O
O
O
O
N
N
cl'
NOTES: L - -Y20 - - // - 26�� // /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�Sto 10+98.64, // r26�P� t'c��� e 14+-28.54 Pl Sto 12+14.66
' p ''/ ! ='40° 00' 32.1" (LT1 p = 48° 35' 34.3" (RT)
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 , . / , / .
UNLESS OTHERWISE NOTED D = r 58 32{6 D = 90" /�4 5�� b = 8 /l 0 . / // �o D/ - ,,,,,,&��� $5% 2 / / / / - = ll4 35 29.6 D
3.REMOVE HYBRID BEACON AND INSTALL HAWK = - s �� _ / 4 %'2i25i �_� ' ti� z /� 2�/ / ' = 4 /' L �7*2.41
PEDESTRIAN SIGNAL L _ 424.62 L - ,�4 9 _ 00. 2 ( - 9i,�ti, �'� �, 2 - 3 .9
4, RIPRAP AT EMBANKMENT T - 2/2.69' T = .72'- / 293_ - �0,2 / / J� 1\ r� �� : '2/� 2°, 2�/ /JT = 18.20', ,T /22 '
SEE DETAIL 9 R = 2.900.00 R �0 0('i l / I/) \ �I ���'/ / / // R = 50.00 R p0.00'
EST.3 TONS CL-11 RIPRAP _ ( / �•/ / �/ )I =/ / ��'/ / '// / I I
5ERlPRAP AT EMBANKMENT RO - 57; S- PLA%2\ / / / / /�h/ / / / // /ti // / I I / / 2�// sD H
SE - RC
- , o / / / / %� �/ ��/ / / TOP= 0'
SEE DETAIL 9 �� 1PLA�1 /� /� //� / ( / / /// / i/ i // // -� �> % i //� <s s%
/ / INV-21 4a7` / / '
\ l °// /l //�/�/ / //�//2
EST.3 TONS CL-11 RIPRAP \ / =- / / l / / // / //�j /j -�
EST. /0 S.Y. GFD / N l �° / / / / / / // l / d / / I -G2 - P ,WO: /
6.RIPRAP AT CULVERT UPSTREAM / � i Ox
EST. /00 TONS CL -// RIPRAP PI St 12+43 74 Pl St0 + .l ��� Pti y6�r8 / // / l P41 / // " Pl St0 /9+7 .23 �/ / / % [ -
30i /
EST.160 S.Y. GFD �" / / / /
20° 56 33.3 fLT )< ,
7. RIPRAP AT CULVERT DOy�NST REAM _ ' = 52e -0 .2"RT i / - 48°i 07 %. Jf J / /Q �/ f �/ i(RT J p l5 34 9" (L)-
EST. /50 TONS CL-ll RIPRAP D 114' 3 29.6 IDI, 2 31� 5 .4 // /ll �4�:�" , / // C;/ .9 D - 2Z 55 05
./ //o�/ / / _ _
EST. 240 S.Y. GFD L = / [� �5.�7 // // / Y/ - 67.97 zjj5
% \ 1 v // /�/ ,\ PERANENTEXIST/PROP TRAFFIC SIGNALT = 9 4 . / i 8. / / �% �• ////// �o��/jam / /� / T = 34.20 - GREENWAY
R = 50.00 = tip/ / _ L00.00 I _� •���� / i� / / /�// o�/ ;Q;jJO � = 250.00' \ EASEMENT
Cl• iJ /C,
O - f��/ / / /?i / // r i I / / / I
/ / j / // c J / Z 8 JGIIiR �/ // / , r/ // 3� O/j
O / 1 i fB / ///// / , / 2 \ O I /
/ H - /// �, 96/, o / ' / / �' / / -G2 BT Ito.
OP. 00 of �� ) / %/� / �! ;CPS Ati0'HEADWALLS / l j2 f��7� �+ p p
/ g5�' / ' % 2% ( %%/ ��„ l // i // 1' ASE BERM[DITCH � ( \ / �7 / / / / /�/ /// / � -t j � PC Sto. �CJ +4CJ�5
2 SE DETAIL 11 V A /
MARO AT RE MovEV45
CRABTREE - - = �i�� _ -� v ////%// // i j1�� M�rA - , �2 ///'////'- , ✓ /
���� A 113� - -/ /" b� g l '//� I /- P C' i�9J6 - - ////i�!// � .�/ v EPA ASS (A ICN Illy
RUC ON
/ / / �
��_ OC Ito. +T90 / /� / / // /l /;' �� PT Sto:17_ I .14
Do NOT DlsruRe 2/ / +4 r �// 114 �o
EXIST RETAINING
EE
r -� �T Sto
WALL AND METAL / / S
:
j _ - _-�- Sic. / c,:
FENCE - z CQLLAit & FXTEND / // R D�CR /l' F�./ // / / l �/ SE -' 5 '/ i / r1v l
/ / '�
0 dim
�A3 �''./
�$
$ TO
SEE NO 518
/
/V- I./4I�/ ' / / / AP OX. SAG
/ j C DOCK z� \ / / / / i/ \//i / / //� // / / / /1 'i�b7 SEE - j ^,��
/ / / / / / / L- mil. StO• l +(/`A. 11�0�0 STANDARD-3' BASE DITCH01
T IN _ALL D / / / / / / AL / /Q/ / Z SEE DETAIL 10
1- / / gZ , - E,S T. 13 TANS CL-LRIPRAP
-
I / '
/ _ G� / RE 1 F1.9 EST. �5 S.Y._
/C\j/ / _ s_ r / z
�% lF l r -L - /G'WALL o _ _
PE PE
•
A /0 75 l - __ _ - - �� % / / /
/� / is
EE
33 -3" CONC�LO ��� - HOUSE
A - _JS=t-
/ -r �• - - / 215 \ U
/ RET�C1N 18"' R _ - - _ _ 5 _ - - - - _ / i / j / i// \�\ S r ' ETC IC TYP
�- - _ _ E
_ - - - `' P-SSE
EM T C P S-E P-�E_
_ TEE
-
- - - -
E
CONVERT C Z 1
N TO JB W/ H ' - BOLLARDS= - - - -IO' ULTI SUS -i-
_ A H
i
O - 6' CO C SIDE K 2-1a 6 " MT 48' l0' MULTI -USE PATH REENwAr 00
O 2�5'R I 30�R 3 CB G 1 15 RETAIN -- _ ® - ss �� - 3 -
❑ ---- BI - - _ •C
- - E 32 30" RCP IV -�
- 4'R woo ZB-G - - l'-6" C&G 15cP-1v ❑ - l'-�C&G
- --- -- x rn
75'R , - G BLUE RioPG B- CB-G �308 /'-6° C&G PIP PIS H P/2�6" &G/18" RCP IV UT9 1 -P5p_IV-F
Qi)
--
rn
= 24" RCP -IV =
c - -=- - B-F 2 _ - _ - 2� _ - - - -- ALK
i 4 ' //0' -USA P = � _ P -- -�c - -- - _ _ - - - - - -- - - - - -
_ -� �/ \ Oct A Q S 5'R 5 - - -
E -
L-Lj
rn
_ -SEE DETAIL 2-
-
� �� -- / �i / pp`E I
II III � 4�C - � � ' _ / � P,DE P� � - IN�-o� ' - / _ _ � / � / / V 2 '3
F SEE NO 6 / MIN. DEPTH 2GI-A
/ /` STONE / MIN. DEPTH bzz - MIN.EPIH - R E SEE DETAIL 2C-'l9Z
i l - \ z -
_ j 3GI TYPE A / Z SBKBttSg2 _ 3GI TYP A / STD 211 / / ' SEE DETAIL 2C-2 EE-DETAIL'2C-2 _ /
tQ, l/ 92.09 C �F i iNALKWA 6 i R A 2" CONC HVV
�2 2a / / / ti // s , 91 2- ICONC WW ` g
Sto. 104 6 �� - i /� / -8 / I -L�POT Sto.,l08+.5 _- - BACKFILL EXISTING
- - BITCH TO TOP
- - TO DRAIN Ell224.7'
POT Sto. l +y'3�0(� z _ _ ' c )�
BACKFILLI AB ED _ -
/) / � � '� ,/ / / �szz� � - OCC I � SEE�CSC 111+50 RT
_ / CB- 0 FILL 0 B.O.C� % / / / o
S )� STREAM B TO D N / / / / \ p/ = 11� / -- � � � / _ ` TO DRAIN INT � / / / �
OUTLET/ E W/ELBO & / ��/ i / \ / / / / / L U �`+� l: ' - / / _
% "(� APIP TONSCL-B IPRAP / / / / <, / / _ J PARKING LOB /
/P OP ET / / ;i T C / SEE XSC N2j
/ T AT TLET/ // / INI�TIA I ��L�� _ / /
R TiH �R (L I�j A- - ) _ iT c�PE
/ T F� � .
, l3° 03 27.4 �r / ova _BM
2299 157� / / >�� EE-NOT 3/ _ I /_/L//
7G - �C
181y/
SUMMIT
BZUt /R��E RDBEG BRIDGE PARK
- - 50 56' - 29.6' E
/ C' � / �. / / r- ivZi � 8 2 �� � -
1 1 / 22522a / ��� / /\ / i -� - ti� \ - �S j i = ii� / F L LATERA�'S�ASE DITCH
PSE / S / / GB-"1506 MTAIL 6-
i TOP=224,74' E T.-0 TONS CL-1 RIPRAP
d + / i / 0 J / nA / /� i - i i / // % INV OUT=22? -19=- ,S
-G2 - PT Stagy +4�.2� � � � / GR 3�,, � - / 'L'�� l / i i � // - - i `- - EST. 150 S.Y. GFD � 1
/ C / / 1
l / � / / / \\ - - ��. RICKEY to // / -
2 GlC Sto �262J / i %/ ' _ ' i = 3�z 4'
� � ) / / EST. 40 CY DDE �
��yy >k i / // / ti _ / % i / �� %� INV-INDI- 3C�I -- /
U / 1"�S� �AL 5 R ' // ` / // ew DB �07�3 �G/� / ��z \ I �/ V OUT=244,I4' T P=230.68' /
�/ / MoRi �,� / J I / - 1- �� / 6y INV IN=226 38'
/ / �?' CONTRACTOR TO 44 /�2/ i // ��\\O PB M2 Per /� V 04 INV IN=?z25.85'
T F LOCATE 5" HOPE CRO _ J / / /4�/ i /� �� ' �N - % CB-1502 v INV -OUT=225 jOl
K - \ / / \ \ // // /- l 0 1 \ �� i/ / TOP=246.Y/ i
/ F/ / / /% CL II RIPRAP PIPE AN REPLACE WITH - 7 / /// ��\ i l / INV IN-2/43.01'
(KEYED IN)/� / //� i _ \
EST 210 TONS J / / j / - // /\////, ////� ( \ �/ I NV OIJ�T=242.66
EST 330 SY Gil J �� / / / / / �ti < // / / \ I - \ ap
Gl PT Sto 14+48 76 ' ' ` �\ " �
\�� ""�// / 1 V OUT-22'
� _ � � be
TOP/237,22' � / de
�/ -Gl - PC StO. 10+4�8.34 / v II l /zi / / // ' / / / �� _ �� _ 1 / �a
f c I // /6b �sz- ` C�-1304 Sz / Fe
%'h/ /� / / - i // / / / / - i '' I i TOP=232 21 ' i co
t�l(�Fi m
I BEGIN CONSTRUCTION / -D3- 14580 �G I� / / g (� r / - J CB-13d5 cRABTR E R EEc
J yea/ / / ) i / TOPP/ 226.29' T
-Gl - POT Sta. I0 +10. - / Z // -, / /�ti /� / / \ �� P� �oo� G 2 7 ��ti;��/ �o�o / /� //o/i -SEE--SHEET l� FO -L- PRflF1 VE� UT=221.82' P
-G2 - PC Sta. l0 +I0.34/ /� - �8�z��� / I �� �� / i �// / ����
/ SEE SHEET 24 FOP-Y20- & -G/- PROFILES
ST
- - _ / J / / �Z �, � \� \ / / / � � J / �2 /� / / �- // � I / � ., ._ � \ -SEE " Sk1EE �5 F0f1\ -G2 - PROFILE 1 P
s -/ - Z / / / 47 SEE --SHEET SHEETS C01-1 T HRU CO2 - FOR CULVERT PLA S
G/ POT to.10+�JO.�C� / - N
z - - - - wti/ / /�� I / / _ sz _ SEA SHEETS S-4 T HRU -6 FOR BRIDGE PLANS �2 - -
�/ F G2 POT Sto. /0+0 .0 _ b < / i ti - - - _ _ ,b _ _ FI
Q /J1�`'! _ Sz L f RAI&AG---DET;4/LS-S5a- - -
'OCUMENT NOT SIR1ItED-FII�AL -
\ \ / _ l o l \ / Z J I / / I / / / / /- �?✓�� ��� \ / / 1 �NLESS ALL SIGIw� RES COMPLETED- - - - - SI
PREPARED IN THE OFFICE OFo
, A\� CARO f , PROJECT
.��•.pFESS 1py,�%
mu
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
CANNING/ZONING
RE
RBAN FORESTRY
TE 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
im e orn PHONE: [phone]
©2020
ROADWAY FLAN SHEET
024436 -
�-F,�•••••.....•••'•Q�O
'fji,,,11 ,"' Q�J
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., 2020
JOB NUMBER; 0 1063094
SHEET NUMBER:

O
O
0
0
N
N
"IT
NOTES: < < � \ � I I 11 II A \ 11VAVA 1A 1 \ v�v ` � �` r �„� III(
I.RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT IIII 1 \\ I \\\\ \�\\IIIIIIIo I\\\\\(�(<
-Y2/- _ _ _ _ _ 230- � - \I �\ 1 III 1 I \\ I 1 \ N III
UNLESS OTHERWISE NOTED ? \ _ I"\\I� \ I \ 1 \ I I \\ \ \ ��\ \ `C \ L V E R T \#�I N )I
2 ALL POLES HANOHOLES MANHOLES VALVES METERS AND 1 7 _ 1 \ V I I`B\ ld FEE S (8 �� 8
�\
P1 72.23 Vl,Sto 20+62.84
I�111I 59° l3' 14.2" (LT)
0� I�)ll- \ 4 4/.9 (LTI �lylllR> _
D - 5 05.9 III IQ\- 5r17 44.8
L vl�7.� ' /IIII►IIII��(�v 103.36' /
T ~ I ! 4l �� 1�111\v I 56.831
P/ S4 I I .28 ~08�
(RT)���\\\\\II\\ II
D - �Q 59.2
L
\I I
R= 2 II I'I�I Ili(/// 1vIv� I p 1
-Y21- POT Sta. 10+�
/
\\ I ,t
lvvvv 107.8E
yY2� 39.82 N \\\ \\\\III \
/
ti
R I I vfit . 2+70. vZD
\ Sz Ill II I� \Z \\1\\ 1 \ \\ \ coNc Z 3� � // // // i / _
zz ° -L - POT Sta. /20 +00.00 / ' %��'-Y21- PT Sta. // +2/.0
DONAEDS'CORPORATION_ ,� \ \ �\ \\\\ / \\\\\ \ \ I \
11 \ \\�\\ %/�5j/'/� L� \\\\\III'I /I'• mi 1\\\\\
\\ \ /
/ /� \ 1 �� - - A\VIl(I\ \VAVA\\ �V, / ���/ /i //j // / A\ 1 �� \w 6'R
/ / / / v I �\I / �'2/ P� 15�+35.0� - v ) vw / vv v v SE ; % I i / F >-�
I / � /� � \ \\ N \ \�kJr �
\��\\\ / I X / _ - % EN AY I IINI I �II Imo\\
I G i �\ \ \ \ / - / -1NNL - 'EASE ENT I I I I I I I III I/C\1 �Iz�`� w I I I�� NB OUT=219°50'\
S / /+ I �A \a�AA %%% O \ \\\\�\V A \ `�� / / - ��
f \ . D PR���I. A - _- I Q I II TOP=222.90'A\\ I / � � I � v v1 � v _ ;, � v v III w �v E� D CO S�RUCT l0 ` vv� v v v -L - R� Sta.` //8 +7�i _ = = = - ' = ;� / - _ v I I I 1 s i �' I \ w
l�vvV� �� _ _ // / 3� \ IIII / c�L �-
I o / -L -7 \,P� St0 n4+18 6� \\ V A \ \ \ \ s�ti= -�8��- - - i 2 I III I O h I W v vvO�
vv v�v
g -L - \� Sto: 14+28.90 \ �� � � � � \ \ � �\� _ - _ _ _ /� _ - - - 1 IIII I I I F I z� Q �► II
/ / / / -► II I �� �'\\\\ I / I / ' I I II� INV=\249°49'
f \ to. //4+36.56 c << \ \ \ �� \\� �y _ // / / I mot' I I Ia RCP
PPP .�A.116 \��/� - - - - , � / h- \ 1 U-1 ' , CAI
_S \ \ \ \ - - - I I
_ o \< A - - - / I �Ll li7 \
0 - 91�03_� - _/ ' /// / I I I
// /- '' I SDMH-I402
j�i/ \ �/� /// T m I� II VII ® \
o V v v A v - / -
I� c�oss��� - 'I� CD0 ALD'S -,- vv - -
I M v � _ �AT-227.47' / ° - -� 1 9� / �/� II II
/ S I G E/' ADJUST I �, N - wv �� ��v ` OZ- % // 1� / //�% �' I
RETAIN EXIST
-
Z / E N E S \ vvv - /_ -- �- C - - - - - - -
`� NOT 7j� TU I �` CURB RAMP �� v > A VA\ - <�, _-_ ��- � - - _ _ _ S �� / /��' �- �I I 5� VI - - - - - - - 961, CMP
EXIST /GN 1 �- sT / v VA I A I x/\ v - - = = - ®� I I I - - - -
I
FLAG%/ 96" CMP
LLJ / F IS' \ \\ _ _ POST \\\\ �2" CO�C W_ -2� - - - - - - - -
CONC C&G _ - _ _ / 4 _ _ �' C I I
S = / / \ 961, CMP
C ,-1 \ \ / - - - �EA� 2 - _ - - � - y� (2) 8'� I \
TCE - 6WD STEP / - /- - - - �� - CONS A
E F p - �� i I - A ------- �� Gov \ - _�� �� _ - -� - - -- /\� I u
T FO �� - - - - 14" CONC WW - Lz� �� % �� / o
- - _ - = UNDERGROUND STORM BOX /
/EXIST _ _ � �'� LOCATION IS APPROX I
SSE PATI I I I I coN�w - - -I's - - �' �/ / I \
Mi -ifs -
8 TCONC � - _�CbNC
T F0_ - _`�c� 0 /" %/ dill I IC I
Q ✓,
BLUE IDGE RD / 6�� coNc - � _ - - 1 , _ o // Io° coN� wL
TL-+ U CURB
/ I I I
----------
- 33 /l.3 E _ _ � _ - - 1 ss CRABTREE VIEW FL
J 2'-6° CBrG I 7 �Z� u _ SDMH-I%0�'G RETAIfJ SYS)T�d230.52' FESI � �' O
1y ���� - ,, ,3 - - - _ -� _ - 13 5
co - -- T- _ - _ _ - �- - - - _ - I �� - - - - _ _ - _ - CHL1NE _Y21 ST A
P- - R RETgIN J 8' RC - - - - - _ _ - - - NC\ / �2 -0FC� - =ssz - - - - �H T S1-IFFY
- ��� E�+ST -�nz - - -(SEE
CPS 3 ��
HIS
- - - - - - 7- -
14D \ BST/ SEE N OT)z- 4 � � � �Z �_ \ � \ \\����\ � Jj�/ I I I I I - / I � i / - _✓ Z`Z � -
/ SPECl 1 'ATCRAL - \ 8 / / / L / /J
/ / '
Ly i (SEE C13) Z / 2vZ
ti I 15' RCP
REMOVE /
�I_ C$ 1402J J / 2 �CIKTj -/- =
PPRQX.1 - J �E �� �1 J� �� _ / w\ iI IIII �/ - -
F 24" -/ - \� I I I _ 09 CONCURRENT REVIEW APPROVAL
_CB-1SYb3 / - - - A _ ONC C&G/ �� II\\V I - - - - - - -INV- - 2777'-
X� \ \ ��� ✓ ',� / \ - - J - - / / / / J / �I�� \\IIII ( 9� i - - - _ -INS OHS=227.�?' CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
- _ Q�� _ / ^\\\\ \ 111�\� I i i_ - \ - £9Z Plans for the proposed use have been reviewed for general compliance with
LLL ��� ✓ / / / / I� ✓ �SB iBIS _ i - I A VVAII _ / _ _ _ _�_59� _ - applicable codes. This limited review, and authorization for construction Is not to
/ - - _ i - \ J - ICI / / 4 40\III I i - - - - \ ` ` be considered to represent total compliance with all legal requirements for
/ // \ -L- �'� �J�+B.11= _ _ \ l T P-24o.77' / \�_° 1 \ _ _ _ - -
/ i / / development and construction. The property owner, design consultants, and
PARK L I ��� - /, / / / / / V / - Z _ - - - \ - \��//�//\��\�1� I _ / - / \ - - - contractors are each responsible for compliance with all applicable City, State and
ffR
\ _ / J / / - ��� \ Federal laws. This specific authorization below is not a permit, nor shall it be
=-YI21 P • 4V 02 J J / / /S/T E/V E /G�AT� D ` /ve J (�/� \ sss g9� construed to permit any violation of City, State or Federal Law. All Construction
P must be in accordance with all Local, State, and Federal Rules and Regulations.
// /D P�/B/ /2,0 ���4
H-8 7 � _ % = / l 0 2 I��yv` vvwv v I wy Dv �zL� v y - v - v, v
r _ �, / / / N / - -� ��� �i i/ ) �����\\ \ \\� l \ / - �� \ \ I TRANSPORTATION FIELD SERVIC�S
92/ PUBLIC UTILITIES
_%° '- I _ - - - - - - \ \ \ SEE SHEET 19 FOR -L - PROFILE STORM WATER
/PAR \ \ \z / / / I //� % ,/ _ - - -�z- - _ \ \\�\ I I I I
118 - 21l`o. 5. 0� /zsz j / //, ;,�/ �,� /�J _ - - - - - _ \z\� , \� I \\�� �\\\I -6z2 \ \ _ - I I I \ \ 1 SEE SHEET 24 FOR -Y2/ - PROF/LE
\ \ /C /C2 /� 92/ / i _ - - - - - - g�' \\�\\�\\ - 1\11\ \ i - - PLANNING/ZONING
R \ ` II / / \\ r / / - - - - - - - ° \ \�9Z \ \ l SEE SHEET 25 FOR G2 PROFILE
�Z J ` \ / SEE SHEET 2D-1 FOR DRAINAGE DETAILS FIRE
u P 22 0 1 s \ '° ED \\\ \ / / / /al
/ /
/ D B 1851 P G 9� \\ _ /� ��//i ii g2 / 9/ / / / / _ / - - - \
FHB I 99T PG 16 / - / / \ \ i CAC�j /i //� // / / - - _ \\�\���\\� \\\I I \ \ \ \ URBAN FORESTRY
\ SB am -PC/ II
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED SITE ACCESSIBI
PREPARED IN THE OFFICE OFo
�nm�ri �R')JE:T.
■ ,•oECA•RpI
�ssi•f
:.
20 A�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 onl for the specific urpose and client for which it was prepared° Reuse of and improper im e >>> Horn PHONE: [phone] �F. �' ,,r
y p ,`'• NG I NEB• `�,
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. ©2020 ��F,�•••••.....•••'•Q�O
��,1 ,"' l) JOB NUMBER; 0 1063094 SHEET NUMBER: -
Copyright Kimley-Horn and Associates, Inc., 2020
HYDRANTS TO BE ADJUSTED TO GRADE BY UTILITY OWNER \ �P1 Sfo 70+80.45 P1 Sto 15+58:97 P1 Sto 17+06721 z3o 1 I I"11111\1 \ 1 I \Q\I \ \\
3. SPECIAL LATERAL 5' BASE DITCH i 26" 45.9" (RT) = 16° 31' 32.3° (RT) A = 8i 02' 33e (RT)(SEE DETAIL 6)
EST. 60 TONS CL -I RIPRAP \ \ D /* 46' 45.7" D = /5° 26' 37.0" D _ 76° 29' 38.9"
EST.150 S.Y. GFD \ \\ \ �-L = _ 81.27' L = 107.0/x _- L - 1b5.9� - \
4 SPECI40 AL ��ERAL 5' BASE DITCH ` o \ 88' T = 64 02'
\ \\ \ T = 40.63 T = 53. \ \
EST. DETAIL 6 -1 RIPRAP ` �`` ��� \\ R 3,220.00" J R _� 371.00' - 8 ; 75.00' 2z8 ,
\ \\
EST. /50 S.Y. GFD
EST.40 CY DDE
EXIST/PROP TRAFFIC SIGNAL l \ `�\��\� \\ l Sto 117+37.2/ III 1 II IIII\\\ III \I I ( \\ \ \ \ l I I N
-�\ \ . - / \ � lolly \ll 11\11 \ \\1 II II/I `ems
36 39 49.8 (LT) - 1 \ I� NI 1 III \ I \1
\\11 _ �_ � / N 1NIIIII A\\
v v o vV \ v Q� 124356.6' " N �N / r l l v v vIIII v v vI I v I I 11 1v I I I
IIq CRABTREE VILLAGE PROPERTY\�A\ L\ ,�287.96
OWNERS ASSOCIATION INC 149.10'
DB 16280 PG 779 ���\�\\\ / I / \\y� 450.00' / /\ - I I II I \ I illlll l II IIII I I \ III IIII/ I) 11\\•1 I I �\ I \
PB 2013 PG 476 \ �� \� �� I I / �\\I'IP1 \ / \ ( I N/III I I I I III NB1Mdo/ I
/ -�r% I4 QI I O. 046169
I I IINI 1 I �I 1 I A \
BRE EO fpoIr' II ,I PROPERTIES, EEC-9%I I ) (I ) l
117 DB 11859 PG 1 54 1
PB 1996 PG 160 \AVA\ Nj2211 SUMMIT PARK EN _l
1
\
�(` 1
\\=aza
�\;INV
=2,2 zz
�I I �0�
� II II 1
11 AI / � l/ ll l I I
^� / I �/ I 1 I ll III\I Il(IN IIIII Nl I11I \/
I - IIII > INV=)o7.9\O' \ 1AIIII 1111I 'p v/ �� �o�� / l I I I I/ I/ l) I I I I I I I I I I I I I of -
//Illllll11IN11NN11 I)I II I II)///// J II
BST
C V M H ('---
1\�E EONGIOT 11 IN 111 V DB �o, BST I/
i 50 ll 113236 PG 3I31� 11 11 . \ \ PE �o� �� %/ l P 1 07.)
-Y21- ST A 13 »� I �p I994 PG 1416 III v vvv �o , / / / ( l IJ I l !u Il /l) I
HUNE vv ► villy ► hI I s� �� / / / / /� / l l l l Il I
MATC SET,THIs SHEETS - _I 1� ��\�✓,v
(SEE IN 1 _ 11v�Iv vvII \v/ i �% // t� 2L Q9�6/ /ill�illl �% �/ 5
- N
C
WD RETAINING 1WA�L ISBKBUS
I � I I \\
EY1 S\T I
EL EVe
\ IV Vv
3�09�8
9®53
210.02
\CV\1
9 \
2:0 6• 86
1 0. 0 3
\
\ \3\ rS
28
20,Q • 98
87547
21 0 �1 3
A�3�
®\1 \
8 4
21 7 . 4
711Ol,1
�0 I 7
219®26