20200349 Ver 3_8b_BlueRidge_Permit Drawings_Buffers_(2020-04-20)_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 (SR 16 70) ��F 5 OK RD o
o
WIDENING PROJECT
PROFILE (HORIZONTAL) DESIGN DATA a 70 W
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
BUFFER IMPACTS e�° R 70
50 cue
PERMIT DRAWING
SHEET 1 OF 4 1
' o
WAD E
m
O r
70
o I! p 4
1 hats
54 440 sDhD��hsr 0 f
0
m
TYPE OF WORK:WIDENING,GRADING, DRAINAGE, PAVING,
o CULVERT,SIGNALS,SIDEWALK,AND SIGNING
0
�ry0
Iy, Y Posted
0 0 O Speed — 35 mph SITE 3 2
O CRABTREE
w BEGIN PROJECT m m VALLEY MALL
BEGIN CONSTRUCTION } } oo� F�O�
-L- STA 10+41.08 ,,, J J O r
~ SUMMIT 0 � BEGIN CONSTRUCTION Q 2 2 0
m CHURCH 6 �00 -L- STA 62+06.00 �O �� Z C L�
o `1 5 74 END CONSTRUCTION 9 �� O� ��-L- STA 61+45.00 Z v > CRABTREE i BLUE RIDGE RD 8(SR 1670) /Q C, LAKESIDE ���y
H USE C REED
C EK
w o R` B�UF
REX O o u 0 Lu ��2�F O (SRRj6�E Rp - END PROJECT
HOSPITAL 9° Q N 0) END CONSTRUCTION
m O Any -L- STA 114+18.00
o Z 9���y91 MAPA TMENTS RSHALL K 4
0 l
o � O PAROK C� � OJ���� 3 @ 8'X 11'RCBC
SITE 1 14'X 10'RCBC
Y SITE 2
PLANS PREPARED FOR
THE CITY OF RALEIGH BY.
o N RU F F I N HALL NAN CY Mc FARLAN E Kim ey >>Horn©=o,9
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

PERMIT DRAWING ' I
SHEET 3 OF 4
-c2- Pc sto.20+osAo
Div
/� UND
-G2- PC Sto.19+38A
__�I-G2- PT Sto.18+96
-G2- PC Sto.18+48.65 'c �(�P \ \ \
5301US WOOD BANKS R
111 ( I
MARO
CRABTREE
c to.16+19J6 //5 y \ \ \ \
°-� / � + \\ \
-Y20- PT Sta.10+43.61 Q DBE / SsIt - _ ASEY2/- PCI t l5 35A9 \N \ \\\
� �• -G2- PT Sfo.17+45J4 \\
coNc sw
= VILE -Y20- PC Sk l +OOAO 2�SS
-L- POT Sfo.l04+58.60 2'CONC e K
-Y20- PO fa.l1+00.00 RLTAwIN ALL
90° PRIVET MRNMAGE
a € -L- POT S o.106+60.69 = c�
// -G2- T fo.l3+1L97 //////// ,'
I �i 0 F � � - 4P� �// . TB
10"CONC BLOCK _. sr
--T_ �F
/I S RETAINING WALL' '� $I - $
` may/ - _ - - EiJE B —LJ------TEE E-'... 'a F PSE PSE— FP`�E �! \
/ I�E�F11F•-'�- T � TB F To
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p e"ss OPT 04
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z
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WE E eti q , �£U P E F'�PDE _PDE Die SEE T E -L- P StO.//4�36
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BZ ISBKBIS 9P ll✓
-L- PT Sto.104+5526 RIC St 449
15+8
/
-L- POT Sta.108+35.66 = 1
END BRIDGE - y` -Gl- POT Sfa.14+35A0
9 -G2- PC Sto.11+92.09
� 115 -) / / / \
_
y 3 sumly
wo LUNG CANCER
SITE 1 �y'� ' r .� 6 �� .' INITIATIVE OF
�• � `�.
NORTH CAROLINA -L- PC Sto.110+0429 _
� � I � ^ �••�
`U'o I ® a. +6/•60 BLUE R-LID-G E RDLEGEND sz c -G/
� SUMMIT
PARK
O PERPENDICULAR ROADWAY ZONE 1 l I I <"
F -Y21- POT Sto.17+75.00
1 PERPENDICULAR ROADWAY ZONE 2 ,y/ / F ii'•'•�F�pS�ME� NQQ EEN PY SITE 2 ES I
P
TEMPORARY ROADWAY ZONE 1 I�1ti I ! /�••�• KZ pPS Ew / QfF C� -GI- PC Sta.12+62.45 Pd�ss / -Y21- PT Sto.17+,8J RK
ARSHAL L °N,SPN -Gl- PT Sto 11+48.76 2 / -Y2/- PCC Std.16+42.02
TEMPORARY ROADWAY ZONE 2 MO L P�
' RK F/ °F BEGIN BRIDGE 4000 BLUE RIDGE
m PARALLEL ROADWAY ZONE 1 Aa -G2- POT Sta.11+12A9
I
I PARALLEL ROADWAY ZONE 2
-G1- PC Sfo.10+48.34
O UTILITY ZONE 2 BLUE RIDGE RD /
-G2- PT Sfa.10+4525
g /REENWAY ZONE 1 BEGIN CONSTRUCTION
G / / 2'_Q0 SUMMIT " N
-Gl- POT Sta.10+I0.34 =
8 -G2- PC Sta.10+I034 /
GREENWAY ZONE 2 /
�1 N 19'18' E
STREAMBANK STABILIZATION ZONE 1
� -Gl- POT Sta.lO+OOAO =
Y STREAMBANK STABILIZATION ZONE 2 -G2- POT Sta.I0+00.00 /
DENOTES LIMITS OF DOCUMENT NOT CONSIDERED FINAL
-••-••- DISTURBED AREA UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: PRi!JE
N INC LICE 20 BLUE RIDGE ROAD WIDENING
O This
No.: REVISION:ent on s onTE:in DRAWN BY service, is Br: Kimley-)) Horn
RA EAYETTERTH STREET,SMITE 800 PERMIT DRAWINGS I��M1 LET6 PLANB r
This document, together with the c cepts and designs presented herein, a instrument of PHONE::(NORTH CAROLINA 2]601 BUFFER IMPACTS
Intended only for the specific purpose and Client for whloh It was prepered. Reuse of and Improper PHONE:919 e]]-2aa0
N reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
Shall be without liability to Klmley-Horn and Associates.Inc. JOB NUMBER: SREET nuNBER:
Copyright Kimley-Horn and Associates,Inc.,2020 011063094

PERMIT DRAWING - - - - _ 0 m \
SHEET 3 OF 4 /// //I
�30 / / i ��////i//�/i///v///'
FI
/-G2- P Sta. V0�1�1/O.1/(Yj'
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Jim _ / I / / A� V A \\\
HO W00 BA S R
MARL AT � / \�,/
CRABTREE >� v / s� ys. z
+1916 __ �,., ss. / �I /' / / vII / •v v /� .
82; v
I +35.09�\ X
-Y20- PT Sto.10+43.6/ - -
-� �� z Sto.l��45J4
W
V v J i����/i/i/� �i/ / j/��I e �F�c •' - // '_- ���/ I/rl I //I I '1 A
a
-Y�O-�PCA St .� +60.00 i/i j� ��qo �tl, �i� �, -220/.,ti BZ Z VALLE�p4VE
L- POT Sto.�104+58.60 = - g T v .
e z'co StO. +28.90
a - - 20 , J- to.1I+00.00 RE ALL �/ / J y5 _� s s F?• r
300 AINACD
E _NT , / I /� t POT Sto.106 f60.69
P07 Sta.13+11.97
7 F I A -v45 S f
I\ \ � _ - - � Ra _ -
_� TB. JE
�L2+ - / IS"RC I _ _ _ /{. rW 5 - re 6ETs
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20+ waoo _ _ _- - - - - - - -RR�-•-•- _ --_ ..-. =-- �� `"1
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e"s 1e'PI E
`~ -44PSE
a B_ j j 2 F�_ / c — F ,. ET /
WE F - _ PDE TCE r� �I
_, :. .. _ E - -L-.POT Sta.114+36.56
S 12+5 77
"� - _
o F $i � y,� PDE r _ _ _ / ' ��M Y�11�POC Sta.15+82.33
r /
o -L- PT Sao:1d4+5526 AG2- f'RC t .�+ 949 �F // =Is�KD s _ _ zz y \ APO 1
--� -- -L- POT 'Std.108+35b5 ��
END BRIDGE ��` �� /�/. - POT Sta.14+35A0
-G2- PC Sta.11+92.09 - - -
///llir�- / UM
-
� �. �� a� / � � \°, I/ LU �CA�jCfR- _% � / -/' ' -� �f// ��� �/��i;� ���K�
l
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wad//1/ l/l'I SIT !i; NORTH ,CAR NA N -L_ P Sto.llOt \
/ _ -
+ RlD R �� /,� / f SUMMIT
BLUE GE/ D /s o���� z
LEGEND P� Sol 6/.60 I� � _ -
rl � ,_a5
O PERPENDICULAR ROADWAY ZONE 1
y�/ /F zze�. G G I �/ -Y2I- POT So.77�75.00 ` \
cl / I �l .. ����T C �/ / \ �5p /
/ �R}�Y / F 111
PERPENDICULAR ROADWAY ZONE 2 ��l %/ r/ �' t �� y �.•� _�W /f-MQGR f_1�' _ SITE ��/ � � �� 0�Y2--PT Sta.17+48.13'
-�� j, SpN P� - •\ / -, �S - i + / //\ \i Sys /\
a, TEMPORARY ROADWAY ZONE 1 �/J I/ P 2� `� / \�
G/- PG.`Sta.l2 6245�c / C _ _
' TEMPORARY ROADWAY ZONE PT Sto.i! '�6\Jr r \I / / J/ / / £�� 'i /// \\\\�\ l✓v0� �Ly/ 'Y2- PCC Std.16+42A2
a SHAL
�
m PARALLEL ROADWAY ZONE GZ POT Sta.t+12A9Ir
a •✓
/ - - -G/-PARALLEL ROADWAY ZONE PC Sto.10+4834
2 j c7S / _ / 1 \ l I� / �/ / $\p i ii / yc � _ .�I�'•�' I /` I �I - I
/ `GD FT$a:10+4525 / � �✓ �r / 3 ��� �A o
� UTILITY ZONE 2 BLU£521DGE RD � � l
BEGIN CONSTRUCTION / _� ��'/ /_ /i A I l �2 / �l�i I U / l_ s / pgz)
p GREENWAY ZONE 1 - I- .StQ.10 4 / ✓ J2�\ // /� U' l_ 11 - 2200 SUMMIT PARK---Pl
G � �'
/
g � GREENWAY ZONE 2 /r� �- /5h].Id 10.34i
/� p \ /i/8'3.8E ( / o
STREAMBANK STABILIZATION ZONE 1 f / `J3' P ;�,� �'-Gl- POT Sta.10+00.00 /l
Y STREAMBANK STABILIZATION ZONE 2 < \ -G2- POT .Sta.1D+00401 (- ( / / / / /
DENOTES LIMITS OF / c'S- IT`S 25 / / �L l l )/ / 1 /1(r I I/r/// /l / �� _/�� 1 1�\ / - w
-••-••- DNSIDERED FINAL
ISTURBED AREA \ �ZdJ ) 1y / \ L n\J-1 / /�" ' / /ti/) // / /j / 'erg-211-SUMK1YT PARK.1,N j �f � � UNLESS ALL SIGNATDOCUMENT NOT OURES COMPLETED
PREPARED IN THE OFFICE OF: PPCIJE;:
N NOLICEEEVILLE2 201 Q 4a BLUE RIDGE ROAD WIDENING
O This
No.: REVISION:ent on s on in DRAWN BYservice,CHE is BY: KimlerMorn
RA FAYETT NORTH
STREET,SMITE 800 PERMIT DRAWINGS IN�M LET6 PLANS r
This document, together with the c cepts and designs presented herein, a instrument of PHONE::(NORTH CAROLINA 2]601 BUFFER IMPACTS
Intended only for the Specific purpose and Client for whloh It was prepered. Reuse of and Improper PHONE:919 e]]-2aa0
N reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ©2020
Shall be without liability to Klmley-Horn and ASsoclates,Inc. Jo0 rvuHBER: $REST nuMBER:
Copyright Kimley-Horn and Associates,Inc.,20% 011063094

SUMMARY TABLE
PERMANENT BUFFER ZONE 1 IMPACTS GREENWAY UTILITY STREAMBANK PERPENDICULAR ROADWAY PARALLEL ROADWAY
SITE NUMBER STABILIZATION
1 725.22 0 7029.18 0 0
2 500.96 0 0 3416.68 0
3 2967.01 0 0 4356.55 1298.93
4 0 0 0 0 5168.84
TOTAL (SF) 4193.19 0.00 7029.18 7773.23 6467.77
TEMPORARY BUFFER ZONE 1 IMPACTS STREAMBANK
GREENWAY UTILITY PERPENDICULAR ROADWAY PARALLEL ROADWAY
SITE NUMBER STABILIZATION
2 0 0 0 2994.35 0
3 0 0 0 525.90 0
PERMANENT BUFFER ZONE 2 IMPACTS GREENWAY UTILITY STREAMBANK PERPENDICULAR ROADWAY PARALLEL ROADWAY
SITE NUMBER STABILIZATION
1 2365.86 0 162.56 0 0
2 1999.34 0.00 0 68.01 0
3 4309.46 143.32 0 1060.33 0
4 0 0 0 0 3471.6
TOTAL (SF) 8674.66 143.32 163 1128.34 3471.60
TEMPORARY BUFFER ZONE 2 IMPACTS STREAMBANK
SITE NUMBER GREENWAY UTILITY STABILIZATION PERPENDICULAR ROADWAY PARALLEL ROADWAY
2 0 0 0 2650.11 0