20190753 Ver 1_18055.01_PermitDrawings_20190606_20190607

L
m
�I
r
LL
0
m
.3
L
L
c-
L
m
E
L
o
L
L
w
aE
a
CO LNU
c
THE CITY OF EIGH
BUFFER DRAWING
SHEET 1 OF 4
r°
ton
�y Rale
DESIGN /CONSTRUCTION DIVISION
° tia o o Hospital
eft eh0 4 4 Rd.
garr 6: m� c v
Y PROJECT r
40 rJ i
a LI ro
1 <
�0 o
NAVAHO DRIVE SIDEWALK
O
o
PT°wne°
se.o
r
DESCRIPTION: NAVAHO DRIVE
Ry F1
0 tit
EAST OF EXECUTIVE DRIVE TO BUSH STREET
S r.
F � O
3q d
Rooker °£
Sty Forks
TYPE OF WORK: GRADING, PAVING, DRAINAGE, CURB & GUTTER, SIDEWALK,
6
0
AND RETAINING WALLS
VICINITY MAP
N7:S.
BUFFER IMPACTS PERMIT
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
O
Ct1
^I
�`QI
�O
BEGIN PROJECT
��Ir
$�Ire o
—L— STA. 10 + 81.31
�p0
��C>
SITE 1
4
20+00 25+00
4
NAVAh, I
O I
S S
✓ ✓
-L-NAVAHO DRIVE m
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH- PLANSAUTHORIZED FOR CONSTRUCTION
A
F
Plans or the Proposed use have been nowwas! for general compliance I, n
applicable codes. This IimRed review, and away! for general,
for consW coon is not
BEFORE YOU DIG:
1-800-632-4949
1-440 WB (RALEIGH BELTUNE)
to be censlearetl to represent Idol compliance with all legal requirements for
deyelopomm-d construction. The property owner, design consultants, and
[era are each reapaci i-Ih compliance with all p oily, State
O
Right -of -Way Obstruction Notes:
Street, Lane, and Sidewalkclosures or street, prior toany work that
N impa closing any street, lane, or sdewalk the
END PROJECT
—L— STA. 26 + 55.2 7
and Fe
and Federal laws. This,ny,i l aulhorizetion below Is not a permit, nor shall it
t —it,
ben ctio tl to st be i any violation of City, State or Federal Law. All
and .l.fi must be in eccoMence wihall Local,Se a, and Federal Rules
antl Regulations.
Ction
contract.,,,,itmust apply fora permit with Rigght-pf-wayservices.
must apply a
A A request with atraffic con[roland/or Pedestrian Plan hallst—g
FerlSp° cem
Field Services
submitted [e-mail] at www.raleighnc.gov
submitted to rightofwayServices".
gey
Prior to t ^Right -of -Way Servicese
the start the Client Pre -Construction
Public Utilities
r of work, shall schedule a
L it
meei, withthe Engineering Inspections, Coordinator to reviewthe
specific compnn.IeIgh softhe an apprded Right- ensure all Obstruction are mrit .
A The City of Raleighrequiresanapproved and dwithinRPermit
for work on any public street or sidewalk and NCDOT roatl within Raleigh's
Stormwater
Planning2oning
Jurisdiction.
- All Traffic Control Signage and practices shall adhere to the Manual on
Uniform Traffic Control, andthe latent edition ofthewCy Standard Do
Specification for Roadway Structures", Roadway Standard Drawing
Fire
Urban Forestry
Site ACCESSibilify
o the M
Manuali, andthewal s — be ao—jini im the MUTCD.
All public
1pe must be accessible to pedestrians who are visually
and/or
pedestedandntes duringople c.hmobion ,,,g,ii,,dto and be alternative DOCUMENT NOT CONSIDERED FINAL
RUFFI11l HALL thePurianrohl,,I r,,A,,,ibiltyGuillbl,eslIR.Wto l,th pAi twith
the pmbue Rignta of way Acceaaibahyowdennes 1pgowAo), the AOA stamdarda UNLESS ALL SIGNATURES COMPLETED
r,�y' for Accessible Design a ndthe Manualon Uniform Traffic Control Devices(MUTCD).
CIl MANAGER All mustbe-allable and visible on zits dunng the operation.
NANCY MCFARLANE
MAYOR
7
permits
L
GRAPHIC SCALES
20 10 0 20 40
DESIGN DATA
PROJECT LENGTH
R A M E Y K E M P _ —
--------a-----
OTransportation
HYDRAULICS ENGINEER
V
W
V = 30 MPH
FUNC. CLASS = LOCAL
—L— (NAVAHO DRIVE) 0.298 MILES
ASSOCIATES, INC.
Engineers
5808 Faringdon Place, Suite 100 - Raleigh, North Carolina 27609
Phone: [phone] - www.rameykemp.com
NC License No. C-0910
yOF RgIF
V ,s
PLANS
20 10 0 20 40
COLLECTOR
SIGNATURE:
LUCAS S. HELMS, P.E.
ROADWAY DESIGN
ENGINEER
O—
Zoe `�Q
PROFILE (HORIZONTAL)
4 2 0 4 8
CITY OF RALEIGH CONTACT
SYLVESTER PERCIVAL, P.E.
RIGHT OF WAY DATE:
—
PROJECT ENGINEER
G. SCOTf BALLADE, E.I.
A
rh'
PHONE NUMBER: [phone]
LETTING DATE:
PROJECT DESIGN ENGINEER
PROFILE (VERTCIAL)
SIGNATURE:

L
BUFFER DRAWING
SHEET 2 OF 4
-L- CURVE l
-L- CURVE 2
ao1
Cs
4oz
Cs
ao3
Cs
404
u
N/F
Pl Sto H+05.70
Pl Sta /5+76.40
DUKE UNIVERSITY REAL ESTATE
p = 36' 33' 24.6" (LT)
p = l6' 58' 15.0' (LT)
NCDOT 840.03E
NCDOT 840.03E
NCDOT 840.03F
18" RCP -IV
PIN- 17 15. 10-25-9749
_ /T 54' /7.8"
D = 2• /T 47J"
-L- STA. 13+75.00
13.00' LT
-L- STA. 13+80.00
13.00' LT
-L- STA. 14+50.00
13.00' LT
-L- STA. 14+25.00
also' LT
ALLOWABLE IMPACTS ZONE 1
DB 16439 PG 1860
BM2018 PG1558
L = 204J7'
T = 105.70'
L = 739.01'
T = 372.23'
TOP= OUT
INV. OU7 (402)=259.10'
(4'
TOP=262.98'
INV.O
TOP=263.72'
INV. IN (403)=-252.0'
INV. OUT (403)=248.25'
•
R = 320,00'
R = 2,495.00
(403)=259.0'
INV. OUT (403)=259.00'
INV. OUT (aoa=zsz.00'
\\\\\
ALLOWABLE IMPACTS ZONE 2 \\
MM
CB 2GI OT 0
CONVERT 2GI TO CB
NCDOT 840.22
NCDOT 840.04
AND ADJUST TOP
-L- STA. 18+50.00
1-SIDED OTCB
NORTH CAROLINA REAL
NCDOT 840.03F
25.00' LT
-RW-2- STA. 1+10.00
ESTATE COMM
A- STA. 18+50.00
13.00, LT
TOP=280.50'
IN (408)=275.75'
3.67' LT
TOP=284.75'
PIN- 17 I5.10-35- 1434
TOP=280.89,
M.
INV. OUT (406)=275.75
INV. OUT (407)=276.00'
DB 10465 PG851
INV. IN (407)=275.30
BM2010 PG290
INV. OUT (EX.)=275.25'
15
O ----- \�� F ` F )
+--------
L0 F
r-- W • _ ---- ——_---
LLJ
L, =
N -L- NAVAHO DRIVE
LU H -
Z LLJ
.J LU --._ —T T—r—T--
2 tN
U
Q
I
i
i
i
i
ice/ I I
SITE 1
CPI
16D NAIL
N-755,151.43'
E-2,113,166.93'
EL=279.67'
I
I I
7
aoz
GB CB
2 LF
—
U
18" RCP -IV ' I
CP102
16D NAIL
N=755,403.10'
E=2,112,819.81'
EL=263.73'
0
NORTH CAROLINA REAL
ESTATE COMM
PIN- 17 15.10-35- 1434
DB10465 PG851
PG290
�I
44 LF
68 LF
18" RCP -IV
B RIP
9
SHEET NO.
4
♦{ OF -41
u cs
_ L
L
LLJ C
J C
Q L
LL I
O C
Y
LU ~
LLI
W
W =
>_ U)
Z
0 Q
O J
~
o
U Lu
Q
+
w
z
z
L0
F
—_--_—
W
z
LU
N N
ROADWAY DESIGN
J fn
ENGINEER
EE
LJJ ~
Z LU
PRELIMINARY PLANS
.J LU
V N
I� COMaPLLETE PLANS
HYDRAULICS ENGINEER
N/F
BRYLSKI, JUSTIN J
PIN- 17 15.10-35-3 147
a>
` DB12469 PG1087
ljM�l
I ,
I 0
I
M
�
C-J
W
liJ
U
U
z
\
II
PLF
V
15\ RCP-408
—\
+
OT
2GI ACCP-IV
O` LLi
\
W
_
LI)
CB
_--
LU
C"
LU---
N VI
405
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have bean reviewed for general compliance with
applicable codes. This limitee review, and authorization for cunatruction is not
to be wnsint a d to represent total compliance me all legal requirements for
development and conreal,.. The property owner, design consultants, and
contractors are each responsible farod ation bel with all of ap permit,
n,r shall
and Federal laws. This specific authorization below is not a permit, nor shall tl
be construed b permit any vitiation of City.
State er Federal Law. All
Construction must be in aanrdance with all Local, Slate, and Federal Rules
and Regulatlons.
Transportation
Field Services
Public Utllilies
Stonnwater
Planning'Zoning
Fire
Urban Forestry
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
I� COMIPLLETE
U) W
z
O
L u
0
W
Elf
SCALES
H-SCALE - 1"= 20'
V-SCALE - N/A
DATE: 05/22/2019
DESIGNED BY: GSS
CHECKED BY: LSH
RAMEY KEMP
ASSOCIATES
5808 Faringdon Place
Suite 100
Raleigh, North Carolina 27609
Phone: [phone]
Fax: [phone]
— rameykemp.com
NC License No. C-0910

BUFFER DRAWING
SHEET 3 OF 4
—L— CURVE l
—L— CURVE 2
ao1
ce
4oz
cB
ao3 aoa
ca u
N/F
Pl
Rl Sta 15+76,40
DUKE UNIVERSITY REAL ESTATE
= 6' 3 J'70
0 = 3533' 246' (LT)
_ l� 58 /50" (LT)
NCDOT 840.03E
NCDOT 840.03E
NCDOT 840.03F 18" RCP -IV
7 15. 1
PIN• 17 I5. 10-25-9749
-97
D = /7' 54' 17.8a
D = 2' l7' 47er
_L_ STA. 13+75.00
13.00, LT
-L- STA. 13+80.00
13.00' LT
-L- STA. 14+50.00 -L- STA. 14+25.00
13.00' LT 47.50' LT
ALLOWABLE IMPACTS ZONE 1
®
DB PG
BM2018 PG I558
L = 204J?'
T = 105.70'
L = 739A/'
T = 37223'
TOP=262.97'
INV. OUT (402)=259.10'
TOP=262.98'
INV. IN (402)=259.00'
TOP=263.72' INV. OUT (403)=248.25'
INV. IN (403)=258.00'
\\\\\\ ALLOWABLE IMPACTS ZONE 2
\
R = 320.09
R = 2,495.00
INV. OUT (403) = 259.00'
INV. OUT (404J=252.00'
CP1
00
REBAR & CAP
N=755,666.73
E=2,112,599.10'
EL=268.48'
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT "CP100"
WITH HAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 755666.73(ft) EASTING: 2112599.10(ft)
ELEVATION: 268.48(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999909165
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"CP100" TO -L- STATION 10+00.00 IS
N26°13'31"E 45.73'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
NgVgHO
OR/VF
�II
���_�� �.
J � 0
SITE 1
m
\t?j \CB/
2 LF — -
-
18" RCP -IV
CP102
16D NAIL
N=755,403.10'
E-2,112,819.81'
EL=263.73'
CB
2GI
OT
0
N/F
CONVERT 2GI TO CB
NCDOT 840.22
NCDOT 840.04
BRYLSKI, JUSTIN J
AND ADJUST TOP
-L- STA. 18+50.00
1-SIDED OTCB
NORTH CAROLINA REAL
Irygp�
NCDOT 840.03F
25.00' LT
-RW-2- STA. 1+10.00
ESTATE COMM
�poe
PIN• 17 15.10-35-3 147
-L- STA. 18+50.00
13.00' LT
TOP=280.50'
INV. IN (408)=275.75'
3.67' LT
TOP=284.75'
PIN* I7 I5. 10-35-1434
\
DB 12469 PG 1087
TOP=280.89'
INV. OUT (406)=275.75
INV. OUT (407)=276.00'
DB 10465 PG851
,
IW. 75.30'
275.30
BM2010 PG290
INV. OUT (EX.)=
O (EX.)
> ,�
O
IF 1 F
+ __-
-
F
i
I17
LU
/
LU
Cn
Ln
"—/A O DRI
W F—
Z W
i
—i----f—r—T—T—z=�.
N
_ — — —
CU
CP103
16D NAIL
N=755,151.43'
E=2,113,166.93'
EL=279.67'
/,
T7
r
0
NORTH CAROLINA REAL
ESTATE COMM
Nis IT I5.10-35-I434
�g
DDO104_6p5 PG851
/ _P
SHEET NO.
4
1{ CF R4�Fi
u °y
H
Z
W
= a
Q
w
w
wo
5 RI RAP ss
J LU
(n
w
ABRI
n/ >
Lo
>
rV^
LU
�J
LU
Q
Z
!Z
Q
o
O
C.)W
Q
Z
Z
i
_ IWy
Z
W
- =
N
ROADWAY DESIGN
N
ENGINEER
W ~
ZW
PRELIMINARY
ao nor cas eoa w Tarro„on
PLANS
J W
= to
INCOMPLETEnaPLANS
a/'
U
FSQ�-
HYDRAULICS ENGINEER
I� COMPLETE PoINANS
RGR-W O` In
r
Z
O
w
�
Q W L
N to
o
LU
G
CONCURRENT REVIEWAPPROVAL
JCITY
OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SCALES
LL1
Zdevelopment
_
Plans for the proposed use have been and and tl for general wmpliance with
for construction is not
applicable d...d This limited review, and autho lb all
to be considered to represent total compliance wllh all legal requirements for
and construction. The property owner, design wnsuhants, and
wntradors are earn responsible for compliance with all applicable City, State
H-SCALE - 1" = 20'
V-SCALE - N/A
J V,J
�J N
and Federal laws. This spea,c authorization below is not a Permit, nor shall it
be constmed to permit any violation of City, State ar Federal Law. All
Construction must ban acwrdance with all Local, State, and Federal Rules
and Regulations.
DATE: 05/22/2019
DESIGNED BY: GSS
QTransportation
<
Fiela Services
Public Utilities
Stomeeater
CHECKED BY: LSH
PlanningvZoning,
#ASSOCIATES
Fire
e
Urban Forestry
5808 Faringdon Place
Site Accessibility
Suite 100
Raleigh, North Carolina 27609
Phone: [phone]
ALL CONSTRUCTION TO
BE IN ACCORDANCE WITH ALL CITY
Fax: [phone]
OF RALEIGH AND/OR NCDOT
STANDARDS AND SPECIFICATIONS.
w mmeykemp.com
NC License No. C-0910

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT (2) (2) (z) (2) (2) (z) (2) (2)
ft ft ft ft ft ft ft ft
1
13+50/13+90
Limits of Disturbance
X
173
98
TOTALS*:
173
98
0
0
0
0
0
0
NOTES:
2018 Feb