20200349 Ver 2_02_BlueRidge_Permit Drawings_Streams_(2020-04-20)_20200423

0
t
0
0
N
N
GRAPHIC SCALE
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
2 0 4
PROFILE (VERTICAL)
DESIGN
ADT 2020
ADT 2040
PERMIT DRAWING
SHEET 1 OF 4
BEGIN CONSTRUCTION
-L- STA 10 + 41.08
THE
PROJECT REFERENCE NO. SHEET NO.
ES -2018 -04 /
DOCUMENT NOT CONSIDERED FINAL
CITY OF RALEIGII UNLESS ALL SIGNATURES COMPLETED
IN(OMPL ET E PLANS
DO NOT USE FOR 1RW ACQUISITION
ENGINEERING SERVICES DEPARTMENT
THE DESIGN AND CONSTRUCTION DIVISION
7,500 VPD
12,000 VPD
RUFFIN
BLUE RIDGE ROAD (SR 1670)
WIDENING PROJECT
CITY PROJECT NO: ES-2018-04
FROM DURALEIGH ROAD (SR 1664) TO
HALL
CITY MANAGER
STREAM
C RABTRE E VALLEY AVENUE
PACTS
TYPE OF WORK: WIDENING, GRADING, DRAINAGE, PAVING,
CULVERT, SIGNALS, SIDEWALK, AND SIGNING
Posted = 35 mph
Speed
NANCY McFARLANE
MAYOR
&O1 T /T7 T'
G G'o'
END PROJECT
END CONSTRUCTION
-L- STA 114 + 18.00
3 @ 8' X 11' RCBC
14' X 10' RCBC
PLANS PREPARED FOR
THE CITY OF RALEIGH BY:
Ki'mley))Horn @2019
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]

PERMIT DRAWING
SHEET 2 OF 4
O
O
41
N
Ln
DETAIL 1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND— — —
FROM
STA.
2 8 + 65
TO
STA.
2 9 + 90
—L—
LT
FROM
STA.
30 + 35
TO
STA.
30 + 85
—L—
LT
FROM
STA.
39 + 50
TO
STA.
43 + 00
—L—
LT
FROM
STA.
49 + 25
TO
STA.
51 + 00
—L—
LT
FROM
STA.
90 + 15
TO
STA.
95 + 20
—L—
LT
DETAIL 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 of Fill
Ground ? J 3 ��e< Slope
d �. D Fla
Geotextile B
Min. D =1.5 Ft.
Max. d =1.5 Ft.
B = 5.0 Ft.
Type of Liner= CL-1 Rip -Rap
FROM STA. 112 + 65 TO STA. 113 + 50 -L- RT
6" ° fL0.06 0.00
7"
7"°
0.06
6„ ° °0.06 0.02 \
7"
0.06
DETAIL 2
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural ny1 ae< Fill
Ground 3• J ��a�� D Slope
1 Min. D = Ft.
FROM
STA. 43 + 00
TO
STA. 46 + 30
-L-
LT
FROM
STA. 51 + 00
TO
STA. 51 + 95
-L-
LT
FROM
STA. 84 + 25
TO
STA. 85 + 80
-L-
RT
FROM
STA. 74 + 60
TO
STA. 76 + 00
-L-
RT
DETAIL 8
TOE PROTECTION
( Not to Scale)
Natur
Groui
d=1.�
b=3.V
Type of Liner= CL-B Rip -Rap
FROM -L- STA. 75 + 35 TO STA. 76 + 50 LT.
FROM -L- STA. 84 + 50 TO STA. 86 + 00 LT.
DETAIL 7
SPECIAL 6% BACK CURB
(NOT TO SCALE)
6" ° ° 06 0.04 \
7"
0.06
6" 0.06+ \
7"
7"
0.06
FROM
STA. 13 + 50
TO
STA. 17 + 25
-L-
LT
FROM
STA. 50 + 00
TO
STA. 52 + 00
-L-
LT
FROM
STA. 56 + 50
TO
STA. 57 + 50
-L-
RT
FROM
STA. 65 + 70
TO
STA. 68 + 00
-L-
LT
REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OFo
DETAIL 3 "
FALSE SUMP ono
( Not to Scale)
Outside Ditch
Traffic Flow
2 I'
�S—
S = Ditch Slope
ll� Proposed Ditch
FROM STA. 51 + 97 TO STA. 52 + 12 -L- LT
FROM STA. 94 + 77 TO STA. 94 + 92 -L- LT
DETAIL 9
RIP RAP AT EMBANKMENT
( Not to Scale) Ordinary High
10'min.
Water Mark
[/_
Pipe outlet 1.0'2.0'
min.
GEOTEXTILE Stop Rip Rap
and Geotextile
at Ordinary High
Type of Liner= Class II Rip Rap Water Mark
STA. 111 + 50 —L— (LT)
D ETAI L 4
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND
FROM STA. 38 + 00 TO STA. 39 + 50 -L- LT
DETAIL 10
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground n5 Ground
d D
Geotextile B f Min. D =1.5 Ft.
Max. d = 2.0 Ft.
*When B is < 6.0' B = 3.0 Ft.
Type of Liner= CL-1 Rip -Rap
AT STA. 111 + 50 LT.
DETAIL 12
CONCRETE DITCH
BEHIND RETAINING WALL
( Not to BONDaIe)
RETAINING
WALL BREAKER
NATURAL
GROUND
rx Min. D = 1.0'
B = (1.0')
FROM STA. 13 + 55 TO STA. 15 + 00 -G2- (LT)
■
NC LICENSE #F-0102
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2019
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural A o� � Fill
Ground 2. J F����e Slope
D
IMin. D = Ft.
FROM STA. 79 + 30 TO STA. 80 + 95 -L- LT
FROM STA. 10 + 00 TO STA. 11 + 70 -Y14- RT
DETAIL 11
BERM BASE DITCH
( Not to Scale)�y
I I
Natural 1 GRNWY
Ground 2 D
O�
B
Min. D=1.0 Ft.
B = 1.0 Ft.
b =1.0 Ft.
FROM -G2- STA. 15 + 00 TO STA. 15 + 50 LT.
DETAIL 13
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural o� Fill
Ground 2. J D 3 `a'\\el Slope
F
B Min. D =1.5 Ft.
B = 5.0 Ft.
FROM STA. 113 + 50 TO STA. 113 + 95 —L— RT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DRAINAGE DETAILS I ���I OT iIFvA YT��,A
_'R 'iJE:T.
JCB NUMBER:
BLUE RIDGE ROAD WIDENING
0 1 1063094
SHEET NUMBER:

PERMIT DRAWING I Z \ \\
SHEET 3 OF 4, I' I
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-
SITE 5 � \ \ \
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/w \� UND
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\
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-G2 - PC Sto. 18 +48.65 , /� RAP
SIT E 3 F _C)
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o� R� 2 �- �\ \ 1
MARO AT
CRABTREE y `' '� • ��
S ` „- „RCP\ L
to. 16 +19.16
Sto.14 3
_ _ kI TE 4�_Y2/ PC "St /5 35.09
-Y20 - PT Sto. 10 +43.6/ - - SSE rz _sE - ,�- s� W N
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R�O-G2 - PT Sto. 17+45.14 \
G E
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_ _ _ ILP -Y20- PC Sta 10+0 .00 �c� �ss� y
L POT to.104+58.60 GE 5� -L - PT Sto. +28.90
+ REST\NINGB ALL •�
Y20 to.11 00.00 \ " s , .
T A = �OP-01 PRIVET DRAINAGE
ENT AGE
-L - POT Sto.106+60.69 -
G k E
G2 POT to.13+11.97
TE
45
= ° T� � 5 F � - �TB�TB
S
F �� (� T F_TB -TB -TB TB $I�... $ �is-
/ 0" CONIC BLOCK Sf �- F
NG WALL \
HETAINI'�� Sf -' S B��'�
(B J$ T--- TB
TBJ
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2 Z W GV
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8" RCP .. - EXIG1 Ki�V EXIST RA
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EXIST R/W ♦ ♦ r a a '_ EIP
PDE ,� � ,- RIP ',��d -
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RAP
R P E s" I
- R E
s �
-� PD - - PT t l + 77 / S` F, E F - - P E _ PDE -PDE I / 8• MAPLE -L- PST StO.11 +36. _ /� /
G2 Sto. 2 52. _ - 4• GUM IC p
� � P - . 4• GUM \ -Y�l - POI. �o. l5 +U
�� . 15' HARDWOOL �_
STONE /„r. n
-G2 - PRC Sto. 12 +34.49 ! C �F LK WAY -
- + \
L PT Sta l04 55.26 - -
If F L POT Sto. 108 +35.66
END BRIDGE
- �� �� W / /
• -Gl- POT Sto.14+35.00
-G2 - PC Sto. 11 +92.09 i _ 1150
� r LUNG CANCER
RET \��� PARK
glNNc wq , �1 �•'� / / �' A INITIATIVE OF p
<< �� - - -
`� ) NORTH CAROLINA L- PC Sto.110+04.29 _
/ m
SITE I C'
1
•• y' -Gl - o. 1+6/.60 BLUE RIDGE RD S u M M I T I
c , , PARK I
BEGINI ��. � • �
BRIDGE F F _ ,G� CREEK -Y2/- POT Sto. 17+75.00
G2 POT Sto. 11 +12.09 -� " �(
• ;�R �P 000(s,EEN SITE 2
F�Ps�
GR \S / -Y2/ - PT Sto. 17+48.13
\ \ -G1- PC Sta. 12 +62.45 Zo
MARSHALL /
MEMORIAL I � � � -Y2/- PCC Sta 16+42.02
P
PARK F / � `` � �� -Gl- PT Sta 11 +48.76 �
. /'• •' -Gl- PC Sta 10+48.34 �
LEGEND
•F �
-G2 - PT Sto. /0 +45.25 �
DENOTES PERMANENT IMPACTS
IN SURFACE WATERl/,� p� TR Tl
(BANK STABILIZATION) \V BEGIN COiVS �lC ON
-Gl- POT Sta. 10 +10.34 =
DENOTES PERMANENT IMPACTS -G2- PC Sta /0+10.34
IN SURFACE WATER (CULVERT) /
N 190 18' 3.8" E
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER � -Gl- POT Sto. 10+00.00 =
-G2 - POT Sta l0 +00.00 X
- • • - • • _ DENOTES LIMITS OF
DISTURBED AREA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo _'R,"iJE:�T.
20 40 BLUE RIDGE ROAD WIDENING
INC LICENSE #F-0102 PERMIT DRAWINGS O
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE STREET, SUITE 600 IN M�LETW CO1.AI1
RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR RW ACQUISITION
This document, together with the concepts and designs presented herein, as an instrument of service, is RALEIG ,NOR919) 7HCAR STREAM IMPACTS
intended only for the specific purpose and client for which it was prepared. Reuse of and improper im e >)) Horn I PHONE:
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2020
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2020 0 1 1063094

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PERMIT DRAWING
SHEET 3 OF 4 ,
;SITE
G2
f�C StO. 20 06.00 /
-
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-G2 - PC Sta 19 +38 03' - �„ �� ' ;
- , /' vvv v /
/
��
PT Sto. l +96 r C
- - - - - - - - - - - - - - - -
-
G2 PC Sto.18+48.65
co
00
\ /,/ij_%_- OI �/ /,= �,'i//i-�0',,,�/'F/" �5/�• , \ \ , I �l`m ✓ / f IF ` \ \ \ -..
/
MARO AT
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/
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- lit • ---- _ G 1 6+19J6
r_
"� Sto. 14 `' l / /' ' _ �/'/' \ �� ' i / / �� //, / ,
�_ C g = <<,,. _
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-
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i
F 20 I Y2/ P Sto.l5 +35.09
-Y20- PT Sto. 10+43.6/ UA
_
00,
S '
_ T�Sto./+�t5J4
2
qQ
PC /', , �i,
— / / / / —
— / Y20 Sto. l0 NkJ //i' "' /''/'/ /i�'/�,//,��1
77
—L POT Sto �104+58.60
-Y20 - POT to 11 00.00 co cK- , / / o / / / ,', / - , - - - Sto. +28.90 \,
/ �� . •/
�3 + �5. Q RE G ALL ���/ - , /,i //, '''�
00. - . AT DRAINAGE
,E / MENT-I-
Q 90 _
-L - POT S 106+60.69
G2
P �to l3+1/.97 - � �. / �l l� �,' �� I _ _ _ �2 . _ - -- -_ - ---' s= -_ ��.••�' ,' / r �� _
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Ir
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v v v_- - - - / //,� �1 �� RETA�II�(NCyWA�L i - - �82'�� - - - /b / / y •l
J1
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T
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- —
V5" RAP T ,� - - ----
�� / EXIST R/W
i - , -
/� • I I I -- -- �, _
I . . . . . .
`, / 20 +0 I ON 12" UTILZTY.UpI ABANDON 12 U LjTyLp 12'-HARDWOOD
— - 1 fnI 11 2 YV - _ _ '_ 1
G
r . . . . . . • -�� GV
V \
B" /Ss 8' s i i - o PT P 18'PINE T .. .. _ .. _ GV _ .. — - - — • I 12" WL
• - ' / / . / / -\ 1 LSTER - - y 2" WL
_ - - _ _, - - - - -
- --
- - - _ /
- - - - - 1�IF� C
' - /
�_ T- � - , - , , . Hid'
-- C i st "T ;v - = RAF - — — —
FTP. • r
_ = ETC
PD _ �' s� - - 'P - E MA 4 GuM -L - POT Sto. }3 = -
- PT Sto E _ _ .. E . �� � GUM 21, , POC . l
DE P
III - _-- �� -
- _ ; !' - - - 15' HARDWOOD
f / STONE / . Q
- '_ _ - -
,� ��=G �6�. 12+3449 C �F ' ' �KWAY v �� - - , - -
—L PT ' .mil ,'55.Z6 / — _ I. _ J / -Yv / — — — — — — ' _ / A / / ' [� ", j � _
- F i -L POT Sto. 108 +35.66
--- '
E D BR1DG = //;;; �l / / - / ; - �� �/ -Gl - POT Sto.14+35.00
' r
- --
7/1
//• ,- /v - //SUMMI
I I A / I �I�/ 4=� �_n�_�� LUNG CANCER PARK > i�
qll- /ll/��i/i'i '/ II / T / ••� INITIATIVE OF
v
NORTH - CAROLINA -LPC Sto. 110+04.29
.F �
i
—250
- - ' , // , / _ - - _ -Gl - _ �ql+�+61.60 BLUE RIDGE / RD , ' - ', ' -� , „_ / , _ - - SUMMIT
PARK
-- _
BEGIN BRIDGE � ' ,iF � , F _ , . �� . �� EEK / _ - - /' � � �s - - - � ; ;; _ - -
- I t - C j - _�� - / / _ ' ; Y2/ POT Sto. 17 75.00
-G2 - POT Sta. 11 +12.09 .- I 'l GR ' , , - - -
- -���2
SITE
�[✓ '
' —Y2/ — PT Sto. 17 48.13
-\Gl - -PC Sto.12 +62.45s - / \
SHALL/ " - /'1��/, -
- - -6' MEMR I A,L
PARK')" y
I
—GI PT Sta. 1 8./ 6
-Gl - PC Sto. 10+48.34 -
I� '
LEGEND F
_ _
i
DENOTES PERMANENT IMPACTS
IN SURFACE WATER / `� /� / _' '/ �` / / /I
(BANK STABILIZATION) BEGIN CONSTRUCTION / / / / ' ��� ' - ; / /
-Ql - POT Sta. 10 /0,34
DENOTES PERMANENT IMPACTS �- - -
G PC Sta. l(� 10.34
IN SURFACE WATER (CULVERT) s f� f�
19018'3.8°E
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER / / -Gl- POT Sta. 10+00.00
-G2 - POT Sta. 10 +00.00
DENOTES LIMITS OF
DISTURBED AREA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo -'F "JJE:�T.
NC LICENSE 2
20 40 BLUE RIDGE ROAD WIDENING
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: >))
421 FAYETTEVILLE VILLE STREET, SUITE 600 PERMIT DRAWINGS IN�MPLETFi PLA�1O
This document, together RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR RW ACOUISITION
im e
r ar
with the concepts and designs presented herein, as an instrument of service, is PHONE: [phone] STREAM IMPACTS
intended only for- the specific purpose and client for which it was prepared, Reuse of land improper -
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2020
shall be without liability to Kimley-Horn and Associates, Inc, NUMBER: SHEET NUMBER:
F
B
Copyright Kimley-Horn and Associates, Inc., 2020 0 1 1063094

SUMMARY TABLE (STREAM IMPACTS)
SITE NUMBER
BANK STABILIZATION (P)
CULVERT EXTENSION (P)
TEMPORARY (T)
ACRES
LINEAR FT.
ACRES
LINEAR FT.
ACRES
LINEAR FT.
1
0.0266
149
0.0000
0
0.0000
0
2
0.0245
112
0.0010
6
0.0104
37
3
0.0161
41
0.0052
15
0.0124
69
TOTAL
0.0672
302
0.0062
21
0.0228
106