20200349 Ver 3_8a_BlueRidge_Permit Drawings_Streams_(2020-04-27)_20220823

PROJECT REFERENCE NO. SHEET NO.
ES-2018-04
THE CITY OF LEl H UDOCUMENT NOT
NLESS ALL SIGNACNSIDERED FINAL
TURES COMPLETED
INC®MPLETE PLANS
DO NOT USE FOR RW ACQUISITION
GRAPHIC SCALE ENGINEERING SERVICES DEPARTMENT
20 0 40 THE DESIGN AND CONSTRUCTION DIVISION
20 PLANS 40 BLUE RIDGE ROAD (S R 16 70) ��F , 5 OK RD o
o WIDENING PROJECT� � � � /
PROFILE (HORIZONTAL) DESIGN DATA 70
U � v
2 0 ADT 2020 = 7,500 VPD CITY PROJECT N O: E S-2 018-04
PROFILE (VERTICAL)
ADT 2040 = 12,000 VPD
FROM DURALEIGH ROAD (SR 1664) TO CRABTREE VALLEY AVENUE s �g�� 44
STREAM IMPACTS 70 '
0�J
I 50
c�a
PERMIT DRAWING of Rq`z
SHEET 1 OF 4 1 a \
H B WAD E
m
O r
40
O iii �Ih I I! /p 0
54 1 4400�Nsr p
c
o _
h
m
TYPE OF WORK:WIDENING,GRADING, DRAINAGE, PAVING,
o CULVERT,SIGNALS,SIDEWALK,AND SIGNING
o
SITE 3
^airy
,,, Posted = 35 mph 2Po�
0 00 Speed p CRABTREE
w BEGIN PROJECT m m VALLEY MALL
BEGIN CONSTRUCTION } } oo�
-L- STA 10+41.08 ,,, J J O r AT
~ SUMMIT �� BEGIN CONSTRUCTION Q 2 2
Z O'o� -L- STA 62+06.00 O JIn CRABTREE Ln
m m CHURCH 6 �O O\ Z
0 4 5 J END CONSTRUCTION 9 O� �� O�
i�
-L- STA 61+45.00 Z v > CRABTREE
BLUE RIDGE RD �O
(SR 1670) 8 IA
�Q C, O LAKESIDE 0'6p m
13
o, H USE
CR EK_
21 y O W Q B�U� l
REX O o V 0 Lu 2�F a (SRR76jE Rp END PROJECT
HOSPITAL 9° Q N o A OI END CONSTRUCTION
0 �' �P m O -L- STA 114+18.00
Z 0 0 9���y91 MAPARTMENTS K �GF1
3 O cePILOT C . 5
o O PARK F OJ 0� 3 @ 8'X 11'RCBC
C5
� �� 14'X 10'RCBC
SITE 1
Y SITE 2
PLANS PREPARED FOR
THE CITY OF RALEIGH BY.
O
RU F F I N HALL NAN CY Mc FARLAN E Kim ey >>Horn
N CITY MANAGER MAYOR
„�,

PERMIT DRAWING
SHEET 2 OF 4
DETAIL 1 DETAIL 2 DETAIL 3 EI XA DETAIL 4 DETAIL 5
SPECIAL BACK OF CURB CUT DITCH SPECIAL LATERAL 'V'DITCH FALSE SUMP , SPECIAL LATERAL 'V'DITCH
(NOT TO SCALE) (Not to Scale) (Not to Scale) SPECIAL BACK OF CURB CUT DITCH (Not to Scale)
NATURAL Outside Ditch (NOT TO SCALE)
GROUND Traffic Flow 10 NATURAL
o� '1 -►I 2'� GROUND- - o�
Natural 1 Fill - - Natural 1 Fill
a�•� ,� — — — _ _ _ Ground .>..� ��p'L\e Slope ? — — — — — — — _ Ground ?�D �\o
Slope
GI
3 f S— etc. I -
S=Ditch Slope rk Proposed Ditch
Min.D= Ft. Min.D= Ft.
FROM STA.28+65 TO STA.29+90 -L- LT FROM STA.51+97 TO STA.52+12 -L-LT FROM STA.38+00 TO STA.39+50 -L- LT
FROM STA.30+35 TO STA.30+85 -L- LT FROM STA.43+00 TO STA.46+30 -L- LT FROM STA.94+77 TO STA.94+92 -L-LT FROM STA.79+30 TO STA.80+95 -L- LT
FROM STA.39+50 TO STA.43+00 -L- LT FROM STA.51+00 TO STA.51+95 -L- LT FROM STA.10+00 TO STA.11+70 -Y14- RT
FROM STA.49+25 TO STA.51+00 -L- LT FROM STA.84+25 TO STA.85+80 -L- RT
FROM STA.90+15 TO STA.95+20 -L- LT FROM STA.74+60 TO STA.76+00 -L- RT
O
DETAIL 6 DETAIL 9
SPECIAL LATERAL BASE DITCH DETAIL 8 RIP RAP AT EMBANKMENT DETAIL 10 DETAIL 11
(Not to Scale) TOE PROTECTION I Not to Scale) Ordina Hi h STANDARD BASE DITCH BERM BASE DITCH
(Not to Scale) Ordinary 9
oc 10'min. Water Mark INot to Scale) (Not to Scale)
Natural \of \o'� Natural Natural
Ground �') 3' \\et Slope Natural °K�\°Q® Pipe outlet7��4
n. 2.0 Ground 3� 3.� Ground Natural -N ? GENWT
D F\oGround6 1 F�\S d D Ground D ti iOGeotextile B �dGeotextIle B Min.D=1.5 Ff.Min.D=1.5 Ft. d=1.5 Ft. TILE Stop Rip Rap Max.d=2.0 Ft. Min.D=1.0 Ft.
Max.d=1.5 Ft. b=3.0 Ft. Geotextile and Geotextile "When B is< 6.0' B=3.0 Ft. B=1.0 Ft. Fp
B=5.0 Ff. Type of Liner= CL-B Rip-Rap at Ordinary High b=1.0 Ff.
Type of Liner- CL-I Rip-Rap Type of Liner= Class II Rip Rap Water Mark Type of Liner= CL-I Rip-Rap
FROM STA.112+65 TO STA.113+50 -L-RT FROM -L-STA.75+35 TO STA.76+50 LT. AT STA.111+50 LT. FROM -G2-STA.15+00 TO STA.15+50 LT.
FROM -L-STA.84+50 TO STA.86+00 LT. STA.111+50 -L- (LT)
tn
a
W
N
DETAIL 12
DETAIL 7 CONCRETE DITCH DETAIL 13
SPECIAL 6% BACK CURB BEHIND RETAINING WALL SPECIAL LATERAL BASE DITCH
(NOT To SCALE) (Not to Scale) �'i (Not to Scale)
RETAINING B
WALL REAKER
Natural o< Fill
Ground ?� D 3`ogeT slope
c a e ti, F\
6" / cos 0.00 6„ / 006 0.04 GROUND � Min.D=1.5 Ft.
B=5.0 Ft.
7" coos° 7 0.06a° a Min. D= 1.0' FROM STA.113+50 TO STA.113+95 -L- RT
FROM STA.13+55 TO STA.15+00 -G2- (LT)
0
6" L
W
7"7" LZDT�_
y
_U
J
O
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
a>
a FROM STA.65+70 TO STA.68+00 -L-LT
a�
ro
I
0 o
0
0
0
3
0
g
6c
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: PPCIJEI
INC LICE NSEIF-1112 DRAINAGE DETAILS BLUE RIDGE ROAD WIDENING
REV.No.: REVISION: DATE: DRAWN BY: wecKED Br: Kimley )) Horn
PRELIMINARY PLANB RA FAYETT RTH STREET,SMITE 800 PHONE::(NORTH 2000 NA 2]601
This document, together with the concepts and designs presented herein, d an Instrument of se
rvice,ce, IS PHONE:(919)8]]-2000
4'1 Intended only for the Specific purpose and client for which It was prepared. Reuse of and Improper
ZZ� reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2019
Shall be without liability to Kimley-Horn and Associates.Inc. JOB NUMBER: IS,
NuMBER:
Copyright Kimley-Horn and Associates,Inc.,2019 011063094

PERMITSHEET
ETDR OF 4G
SITE 5
-G2- PCC Sto.20+06.00 }�\1j
\V` \ UND
-G2- PC Sto.19+380
/ -.
-G2- PT Sto.18+96
-G2- PC Sto.18+48.65 /c
( IMARO AT 92Rc� 1 sE/
CRABTto.16+19J6
REE / RCP � �p �--_ ��• \
Sto.14 f 3 / ``''-sse o�/'F ��,� /F, %• SITE 4
-Y20- PT Sta.10+43.6/ F
0-DBE / - - - SS - YZl_ PC St 15+35A9 \N \ \\\
CONC SW '�P RI �,-/ �s�.•�' -G2- PT Sto.17+45J4 �/] \r \ \\\\\
_ ILA -Y20- PC Sto.1 +00A0 // �o�� ASS f / \ \
-L- POT Sto.104+58.60 2'CONc B K '�� —�`� y/ -L- PTr'Sto. +28.90
O \\
-Y20- PO to.11+00.00 ETANIN ALL \ \\
9 PRIVET MRNMAGE -1�
� 18 -L- POT Sta./06+60.69
I V -GZ- POT to.l3+1L97
rs'
= 4
I Ta
.,vf - . SiEEF lo coNc eLocK Ta st Ta .. -S�s �F \
L GR L3 rr::'�22 r� /'�✓ \- RETAINING WALL' '� $( SI S
El `u' 4�' rW .. - to 15
i - Ie^Rc Ij .�, `f' +ec E `-s s�� Tff TEE -E F FC -T --F TCf 7EE"'�• i� 1 11 '
_I cH "yam'
liE--RE-�--�E - a -A F — — ��S@ �t"`= PSE
r
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s '
"RC F
_—
CIS"RCPE-
Q E- IIA _ _ _ --- — _x -- - - —
2
0-10 f nxoox 1z-ur{IZR] v xoox Iz r zr �= r� I2-HARDWOOD
N.
c1 e„ss ._.._.. ._..._.._ _. -_
p __ e" 18.PIE I
p «
y RCP 2
- --
e,P EXIST R/w
PSE P
XIS - - ' « « RAP 6"RCP \ 'EIP'ip
I
� _._ RIP dl _ � RiP� E T E
Ri :1,-
SW / PD PDE +EGUM -/ --LY Sto.
G2- PT Sto.12+52.77 PYf � 2/_ POC ./5+
BKBIS b'nAR000
-L- PT Sto.104+5526 -G2- PRCSta C /F 8
/
•- F �' -L- POT Sta./08+35.66
END BRIDGE `
` � i - , �.• -Gl- POT Sta.14+35A0
115* SUM
w a wo -G2- PC Sto.11+92.09 ! � �i' ILUG CACER
NITIATIVE OF
W4Q
'� \ ` L
F NORTH CAROINA -L- PC Sto.110+0429 _
SITE I — 1
a. +6L60 BLUE RIDGE RD SUMMIT
' c y � , PARK- l� I If
BEGIN BRIDGE y FII /lF GI REEK / / Y2/- POT Sto.17+75.
-G2- POT Sto.11+12.09 00
$ i ,y I FR�PS Noo EEN SITE 2 SE
P
GR -Gl- PC Sta.12+62.45 �� -Y21- PT Sta.17+48J3
J . . �° - -MARSHALL / /
/ MEMORIAL I � / FP` Y2/ PCC Sta.16+42.02
-Gl- PT Sta.//+48.76
-G PC Sto.10+48.34
o LEGEND
� -G2- PT Sta.10+4525
O DENOTES PERMANENT IMPACTS /
� ® IN SURFACE WATER - BEGIN CONSTRUCTION
(BANK STABILIZATION(
o / /z/ 7 -Gl- POT Sto.10+I0.34 =
g DENOTES PERMANENT IMPACTS -G2- PC Sta.10+10.34 /
IN SURFACE WATER(CULVERT) / / /
N 19'l8'3,?E
® DENOTES TEMPORARY
- - - IMPACTS IN SURFACE WATER -G1- POT Sta.IO
OODO
DENOTES LIMITS OF +00.0 = /
-GZ- POT Sta.10+00.00
DISTURBED AREA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: PPi!IE;:
20 0 40 BLUE RIDGE ROAD WIDENING
N INC LICE NSEVILLE2 PERMIT DRAWINGS INCOMPLOTE PLANS
0
RThis: REVent on sonAinTE: DRAWN BYservice, is: CHECKED Br: KI� �� „�� orn RA EIGH,FAYE NORTH CAROLIN SUITE 800
This document, together with the c cepts and designs presented herein, a instrument of PHONE:H,NORTHCAROLINA2]601 STREAM IMPACTS
Intended only for the Specific Du..... and allent for which It was prepered. Reu56 of and Improper PHONE:919 e]]-2aa0
VN reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
shall be without Ilablllty to Klmley-Horn and Assoclates.Inc. Jo0 rvuHBER: $REST nuMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 0063094

PERMIT DRAWING - - - _ 3Oo/ ^ % / //// // /i///vi//� I \\SHEET 3 OF 4
SITES -
l�` -G2- PCC Sto.20+06.00
F - - - - - - - - - - - - - - - - - - />�� -� 1 / /// ti / /// �. -
- / // l////l/ A// /ii/ f A /� �iii:
1=G2- PC Sto.,l�+ A ��/
q �.
/ � � /:/i /////i////i/�/ j iiii// i Sto. ;
- - - - - - - - - ' �` I //o /// // // / /// ///iir / i /� / /C
' - - - - - - - - _ - - - - - ti / / i i rr� // / G2 PC
o � �� //2ii//ii'i//rr/���� I I •��� O �G�/Q,�� ri// /i /� I V �� / 1 / J 1 1 Il I I I 1/ A
V\�
MARO AT f j//c
CRABTREE
t0/ +t916 - ,3� SSi�/ S�E.! ,�.f,i 1 JI VAIIII. / •V A /��
d
4 .14 /59/ �.. .. a _ - sue% �� z � �r� `
- „ - _ , F 4
S PC<S�t l +35A9 I 1
1
_ SITE
-Y20- PT Sta.10+43.6/ G, -G2-
y2 G v�J /� //� Sto.l445J4
E s 1
eonlesw� Ftl� / / // / //
ram' __ -Y2O-�GA /� \ i
-L- POT Sto.104+58.60 = �,cN - //, / / h / o
a - ;�1 /� ti / h�� ,'LLi T Sta. +28 90
20 PO- to.11+00.00 RE ALL /- / / J N !�/ ` r/ I/
L t POT Sto.106 f60.69
5
-Oe- POT Sta.13+1/.97Sir
-26 _a5 _ TnOrJ BwALL-_ /fie Sf
`ejT i
��st n �-°�—T _.�-� .x _ -v- of �iEE
M1 _{�� J�C R BE `—fI _ EHE F s��/ e - C6P F TPSf—PF- ' ''P5i"
-Z
/S -/
- - R
BCP _
i -
O RE_E� _ - - ,. _
�f
zOfn F Ar Dora iz ur zTuL I:E
FT
w
y --
w�
:z
� I XIS—RE / - - .. . .r .r _ _ _
R RCP
W� P
PIDE F PE _ De �p StO.15+82.33 /G2- PT Sta.12+52Z -Y21 POCPDE
/
i
-G2- PRC Sta./ + 449 /F �/_ !� /'/ =IS�KBUs _ -
• / -Ie-�iARDwaac- �
-L- PT Sto.104+5526 - �' // lz / - - 5aa _ _ � i , l /
_ - R F i -L- POT Sf6.t08+35bfi= ��I-
- E D BRIDGE / / v / Gl- POT Sta.14+35.00 - - {� v
-G2- PC Sta.11+92.09 , �/ \\ /.1 \ _ //5* CANCER
_ �� /1 _ _ ' UM /Y ,
W
r
LN C�CANCER- /I // i '/ K>
os
- / , �``7'Ta AR
+y- YVC Wq /1)MIDI/�//i �i%�' /' S / /.• ���.•� /�o// / { / /,.-S,`- A / / IITIATIVE" �F -
/ c /i /NOOTH CAR_OLINA - /- / PC, -
e - _ t/� - - // .. / / /// - L� Sto.//O'F /
/ / A /(j0� 1 .1 0� _ - / 9 / �.F �I -
/ i / 11 / �. C/ •- / _ , / / / 'l: / / / - o
/ -s,
U� R/DOE/RD -
l/ / BB� / T I
z �/ \ �.1 '��i/�! ^`�_s J - `�o
BEGIN BRIDGE / F ' / / 1' EK / - // 3 s /� / v / = - ss
POT ta./\t+009. / �i`\ moo` -Y2/- PO /
��/ % / V / � I GGSEE SITE / 562 c�3s as 0 S /
w�R / H RE , / / / /
/ a / , /,. 2 z G // /\ _ \ _ 1 -Y2- PT:Sto.I7+48J3
M SHALL, ..• L 2 ��s1 -Gl- PC Sta.i2+62 �i' Z �y / �1 I -
ti a
All
i126o Iy�EMORIAL J� / ii F r // / /\ �/ l � ' \/ G^=Y2-\PCC St /6+42.02
PARK \l�0'\
O LEGEND `GZL PT 5 o
$oOIO 5 4 ^ /ll�i i///// I% b i//
_ I
O DENOTES PERMANENT IMPACTS Jy 9 I + / / / ^✓i / III\ / 'j/ '
oi ® (N SURFACE WATER / BEGIN CONSTRUCTION ti
aBANK STABILIZATION) 0�
Stu./01, J/ /i/
3 DENOTES PER
IMPACTS ,1,F '
IN SURFACE WATER CULVER / / /5 - /5ta./d 10.34i i / i i / •//� i�= //�/��/ 1 ' , �. J Z - / / ( ! `�' ® v
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER f / � � -Gl- POT Sta.10+00.00
�f \I -G2- POT Sto./0+00 _I `; / I ;i/,l r/ / '` , = L\// I I ti
-„-„_ DENOTES LIMITS OF -
DISTURBED AREA � 1��S z2S� / � � -- \�` l lJI I / Io'�/
/\ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: PPi!IE;:
20 0 40 BLUE RIDGE ROAD WIDENING
N NO LICENSEVILLE2 PERMIT DRAWINGS INCOMPLOTE PLANS
O
REV.No.: REvent on s on inTE: DRAWN BY:service, is BY: Kimley
„�) Horn
RA FAYETTRTH STREET,SMITE 800
This document, together with the c cepts and designs presented herein, a instrument I PHONE:H,NORTHCAROLINA2]601 STREAM IMPACTS
Intended only for the SDealflc purpose and Client for whlah It was prepared. Reu58 of and In
PHONE:919 e]]-2Da0
N reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
5holl be without liability to Klmley-Horn and A55oalote5.Inc. Jo0 NUMBER:
SREET nuMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 011063094

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 61 0.0140 57 0.0104 37
3 0.0161 41 0.0052 15 0.0124 69
TOTAL 0.0672 251 0.0192 72 0.0228 106