20150918 Ver 1_More Info Received_20150911

Strickland, Bev
From: Tomas Will <tomas @spanglerenvironmental.com>
Sent: Friday, September 11, 2015 10:11 AM
To: Strickland, Bev
Cc: [e-mail]
Subject: RE: DWR# 150918 - Town Center Apts
Attachments: !!! 08 -14 -15 TCA Impact Maps.pdf, Site Maps - B &W.pdf
As requested. Please let me know if you need anything else.
Tomas Will
Environmental Project Scientist
Spangler Environmental, Inc.
www.SoanalerEnvironmental.com
Raleigh Office 919 - 875 -4288
4338 Bland Road
Raleigh, NC 27609
This e -mail transmission (and any attachments thereto) is confidential and privileged. It is intended only for viewing by the
entity to which it is addressed. This document and attachments may contain information subject to attorney work - product
doctrines or attorney - client privilege. If you are not the addressee, your disclosure, copying, distribution or use of the
contents of this message for any purpose is prohibited. If you have received this message in error, please notify the
sender by return e -mail.
From: Strickland, Bev rmai Ito: bev.strickland(a)ncdenr.QovJ
Sent: Friday, September 11, 2015 9:07 AM
To: ispangler (abspanalerenvironmental.com
Subject: DWR# 150918 - Town Center Apts
Mr. Spangler,
Could you please email me a pdf of the full size site plans submitted for the above project?
Also, below is a link to the 401 project file.
http:// its .enr.state.nc.us /Weblink8 /0 /fo1/308152 /Rowl.asox
Thanks
Bev
ic3wv4 I sHa"
B veidy Stu ^iidldand, Laser id Adnihnu strator
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789

Email Address: Bev.Strickland @ncdenr.gov

0
TRIANGLE T /
° � I
/ D
/ 0 I
C / I
P
" D
D
0�
SA32i443
�\
N30H XOd
ch
m
DD _
1
0,
v v iii:,,
:::::
9 w _
9 04. U N \
m
w:
1 _ - -- -----------------
C, Oki
\ %:1
m lS3ao� _ -
�
O
I a II(
TOWN CENTER JOBNO. o6 ATE DRAWN NIXON & KENNEDY, INC.
JOB NO. DATE DRAWN BY �
X = APARTMENTS OVERALL IMPACT CONSULTING ENGINEERS
m 6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
O
6701/6905 FOX ROAD MAP TEL: [phone] OR (800)354 -1879 FAX: [phone]
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA SCALE: 1 300' CHK BY: DLH CERT. NUMBERS: NCBELS (C- 0110); NCBOLA (C -0267)
" =
19R112

\ 1
1 � �
1
\ J JURISDICTIONAL
/ LINEAR WETLANDS
,
I
� 8" PRIVATE
SANITARY SEWER
20.00'
I 1
JURISDICTIONAL i
WETLANDS
1
EX CITY OF ,
RALEIGH SANITARY
1 / SEWER ESMT 1
/ BM 2007 PG 2628
1
/ 1
WETLANDS 582 SF
SCALE IN FEET
0 15 30
N
E9
I�
L r � Z N I��
MO
LPL Z a? U
Q W
W Z a a cOOi
/ ? ,R R LL z
j VZ Nmo
N Y W HaU
W V (n O J
Z Om
O J ¢oz
X =-6i
z�
� o =�Z
QU"
O' W
I y J
z T O
2
R Y
o
Lu
U
/ L t2W a
a
o
/.
--220
22; Q
2 / / }
�o a
O z C L
C J
� � a
/ a
z
J
O
R
a
U
N
Lu
H Z ¢ Z
W CW O
U G LL O
F-
u% W
Z CC rn 3
Q �
O a s=
a
LL
O
i�
U
SHEET
60 EX -1

,may,
FF�
O O
O��
\ o o
x \/
IMPACTS LEGEND
ZONE
Ii ZONE 2
STREAM
6,968 SF
4,092 SF
110 LF/1,211 SF (CULVERT)
13 LF/121 SF (RIP -RAP)
1// / / / / WETLANDS 97 SF
SCALE IN FEET
0 15 30
74
pq
#12
TYPE
3
Z VMM/ N m N
n ILL G
ZmU
.DING } W = °
o W
(TYP) L uz X m
\ Z �LLz
v W Z Nmo
Y W Fpo s
y �R » U
W N ,
Z o °mm
0 J �o
X =ems
ml
vi p =FZ
Qo . w
m m r V
� s
y J
\ m Z 04 o
•� f � S
t w LLJ v
/ 7
0
U
M a
� � J
00 a
N
'h J
U
N F
H Z 'x Z
W W z-
Lo
H Ln W
Z CC rn 3
Q �
ba s
�a
a
LL
U
SHEET
60 EX -2

N
O 0
0
00 218.62 r C)
mm
Z
21 6:36 4-1
�M
pr
216.79 z z
U) m
214.97
j
+ 215.3
00 215.28
214.08
N
O
ul
N
�0t1
N
O
N
0
N
j
N
1
l
N
N
O
N
N
O
N
N
BASS, NIXON & KENNEDY INC.
�
O
N
N m
0
0
N
O
ul
N
�0t1
N
O
N
0
N
j
N
1
l
N
N
O
N
N
O
IO
m
O
v
n
c
r
C
rn
ao
m
N
N
BASS, NIXON & KENNEDY INC.
CN37
N m
O
IMPACT AREA #2
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607 =
R] [a
-'I
6701/6905 FOX ROAD
TEL: [phone] OR (800)354 -1879 FAX: [phone]
D
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
SCALE: 1 "= 5'V: Y " =50'H CHK BY: DLH
IO
m
O
v
n
c
r
C
rn
ao
m
TOWN CENTER
03-14029
JOBNO. 08 ATE RAB
JOB NO. DATE DRAWN BY
BASS, NIXON & KENNEDY INC.
�
CONSULTING ENGINEERS
N m
APARTMENTS
IMPACT AREA #2
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607 =
R] [a
-'I
6701/6905 FOX ROAD
TEL: [phone] OR (800)354 -1879 FAX: [phone]
D
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
SCALE: 1 "= 5'V: Y " =50'H CHK BY: DLH
CERT. NUMBERS: NCBELS (C- 0110); NCBOLA (C -0267)

TYPE I '/ E9
\ \ 1 30' ZONE 1
a W =gig
50' NEUSE RIVER RIPARIAN W Z JXm
BUFFER AS MEASURED Z LL z
FROM TOP OF BANK W Z
Y W m
N
/ / l �� / '✓ / ' 20 ZONE 2 oz N p N
J
�
0 o6i
taw
/ Z z wm m
PRIVATE 8" U) 0 $ Z
20.00' ' /SANITARY SEWER m U
F
y J
m
z Cr% °
I m a m
W =
t2 w
7.
\PE
vv v v ► / / /// /, / 7o
J
IMPACTS LEGEND
� C/)
HZ<0Z
ZONE 1 1,245 SF W W o
V U.0
H u% W
Z Q �3
ZONE 2 849 SF O a 5 ru
F- a t
a
STREAM 20 LF/142 SF
SCALE IN FEET
SHEET
WETLANDS WETLANDS 1,514 SF 0 is 30 60 EX -3

1
/ SLOPE ESMT
\��'�� \`
SLOPE T
IMPACTS LEGEND
ZONE 2 491 SF
-30' ZONE 7
- 50' NEUSE RIVER RIPARIAN l
BUFFER AS MEASURED l
FROM TOP OF BANK
20' ZONE 2 1 / l 22� E9
JURISDICTIONAL
WETLANDS U ��//�� S
/ V/ N m0
r'30' BUILDING W
SETBACK (T\YYP)) a Lu
W Z J X m
\ 223 \ �ZJ � �LLz
\ \
W 1(11
Lu W m 6
NU\ Yy W F
Z ZVL O amp W
� m
\\ O 1— omo
\ J moz ..
\ \ z V! J m
Z amp
s, 230 m ow
\
hs0,9/Y
OF 00 FR w
QHSp `S %qE `r O� t2 W
O c
FF� 3 FT
(6, .9, o ° I-
\\, Wj U -o
22j N a Z d W
\\ m J
o o � U
N
a
\\ z
J
°
U
N
H Z ¢ Z
W W z
V 2 LOo
H Lo W
Z CC rn 3
Q �
O a s=
a
LL
O
r
U
SCALE IN FEET
SHEET
0 15 30 60 EX-4

m
N
0
v
v
T
0
N
cc
(42014 BASS. NIXON & KENNEDY. INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS. NIXON & KENNEDY. INC.
THIS PLAN IS PROVIDED TO ILLUSTRATE THE
\ I / OVERALL PROJECT. REFER TO SUBSEQUENT
\ I N/F I I'll FOR DETAILED INFORMATION
SANDERS, RALPH ELWIN
SANDERS, PATRICIA ANN / I
/
I DB. 003138 PG 00 40
1/ USE: SINGLE FAMILY I
\ \ I LE
ZONING: R -4 /
\ N/F \ N/F
\ LONGVIEW /I/ LLC \ 7850 HOMESTEAD VILLAGE LLC
PIN: 1727 -83 -8941 PIN: 1727 -86 -9246
\ DB: 014631 PG: 01926 DB: 014579 PG: 00396
USE: VACANT USE MH PARK
\ ZONING: CUD -TD ZONING: MH
N/F 1
BRIGHT, CHARLES E. JR.
\ / FLOODWAY FROM WAKE COUNTY GIS
eRlcNr, JENNIFER F.
\ N/F SEE PANELS 3720172700J & 3720173700J,
PIN: 1737 -04 -6096 /
JVC HOMES INC
DB: 003438 PG: 00797 EFFECTIVE DATE MAY 2, 2006
i i
FLOODWAY FROM WAKE COUNTY GIS PIN: 1727 -93 -9777 /
USE. SINGLE FAMILY
SEE DB: 006988 PG: 00679
EFFECTIVE LDATE MAY 2,02006 3720173700% USE: VACANT (HOA) I ZONING: R -4
\ \ ZONING: R -6
I- 75' C/N OF RALEIGH
GREENWAY t/
YE MST
\ \ /rIr/,l,/ I -
/ %�z /x jz ///� / i i N/F
/ ��/ / / / / jr / r - -- _,
URBAN C
PIN: 7737 -13 1658
M
DDB: 007499 PG. 00123
7 W�W % % % % % % % % % r i USE: VACANT
(
�q` (n
1 r - -�/ / / / / /// / /// -
ZONING: CUD R- 15 I
- -- rJn 11111111111111,111,111, [ 1 T �, 111111 �� a a
Z�Z77/i N r � Cri/ rirrrr / / r iririri / iriririririririririri /iririNGri r
/ /ri // / /// / /ri /iririri /iriri // / /� /� /� /� /� /� /� /� /� /� /� /� /� /1 ,
o riri/ iri/ iriririririri /iriririririririri /iri /iriri irrririririri /ir ti /iririri /// / / / / /// rr / T,1 /�,, /fir I /rir iri / i - W W / / / / /// / / I / / / / /r // / / /// / / / / / /,/,/
°� r,rr�i/ iri/ iriririri /iririririririririririri /iri //% r /% /iriri /iririri /irir/ r iri /� /� � /� /� /, /,/ .� ,r / / /r/ / /// / � - - � � � / / / / /, /,/ r / � ,�,� /� /� /� /� /� /� /a /� /�/
r/r r /r U'
T,rr / T /r i
/
I
o a
o / / / / / / / / / / / / / / / / / / / / /// /// / / / / / / / / / / /
//// / / / / / / / /r /r / / /r / / /r / / /r /rPHASE3
/ / / / / / / / / / / / / / /r /r /r / / / / / / / iL i/ iLiL iL i/ iL i/ i/ / / / / / / / / / / / / /// / / /
/ / / / / /// /// r / rr/ // r// / / / / / / / / / / / ;/ / / / / /// /// /// / / / / /�/ / /
/ / /r / / / / / / / / /r /r /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ,/
/ / / I / / / / /III / I / /r /r /r /r /r /r/ /r/ / / / /// / / / /// / / /// / /// / / / / / /// /IT, /// P HAS E 1 , / / / / /r / / /r /r /r / I / /IT, /r /1 /, // r /1 /1Y1/
I / / � /� _ --
`` -T-
0 - -
I
_ / // / // / i / / / / \/ i / / / / i / / / / / // i / / 1 / // / i L / 1 /r / i // / i L/ / i L/ i / , / L/ /i v // i // i 6/ .. L/ i / ` / � L, / � // / i L/ / i L / 1 / / / // / � // / � / r / / / / // / / / / . / / / / 4 /. / // • /",1 / _ 1 l/ / , / i /i /i,i,i,iL
� 27
100 YR. FLOOD PLAIN FROM WAKE COUNTY GIS
,\
,
SEE PANELS 3720172700) &
3720173700%
° ° 0 °� r EFFECTIVE DATE MAY 2, 2006
2/ / 6
F
N /
LONGVIEW 111 LLC r z/2 / / / / i/ / /
►T,1 T,1 / , /, /, /,I,I,/ /I,I, /,I,I, /, /, /,I, /, ,/,,,,,,,,,,, ,,,,,,,,,,,,,,,,,[,,,,,,,,,i�i� �r oar o 1
PIN: 1727 83 8941 I // V
DB: 014631 PG: 01926 ` '� r /r /r /r /r /r /r /r / / / / / / /, / / / /// / / / ✓ / //� _
I
25
VACANT f /
USE
ZONING: CUD- TO I 4 V - �%
rr1r1r1r1/1r1r1r1j/I % % % % % % %j% %j %j %j %j %j %j% % %j% %j %j %j %j% % %j% %�`�� L oot
#14
ooi _ _ - _ - -
'\ 1T, T,1 /r/ ✓ r /1T, % / % / % /%% /1 /1/ 111 /111 /111 /111 T,1 r1r %r!r!r!r!r!r r r!r!r , r %r %r % /j /j /j /j /j /j /j /j, i . /. _ - 1 2 4
uo
\ \ TYPE /, // r / / /, // , , /iririri,/,/,/,/,/,/, /, /, /, /, r I _
/ , /, /, /,/ % �C//,/,/,/,/,/, / / / / /, /, /, /, /, / / /, /, /, /, /, /, /,/ -
\ , / / /,/ / /// / /,Lily `�C / / / /�� r�G1r1ar %/ri��' /-/ 0011 � oo� / � / % / % / % / % / % /1✓ /( _- 1 1 23
/� /� /� /� /� / / r r /� /� /� /� /� /► , #3 I 22
TYPE --
rir %rrr% 3
#2
#13 /11'1; ; '� �;AE
' - -
/ � PUMP
TYPE
� �
3 T- TJ�TJTf -- _
HOUSE
\v :.
TYPIt POOL' I 1 7
- I I 10 3
#12 _ / /�/ // �. • _ '
TYPE / ❑
TYPE #11 -- - 3 ���� ��� 1F
U I
I
-
�� \ -
L
TYPE 15
TYPE
C C14
\ #5
TYPE
TYPE
- R R
f
•7 11-- i / _ I ZNn
-2��� I 1 II �oA, 10
TYPE
21 0
Cl 3 #
GEND
WETLANDS
iJiJiJ
PRIMARY TREE CONSERVATION AREA
NEUSE RIPARIAN BUFFER
PRIMARY TREE CONSERVATION AREA
SHOD 1
GREENWAY EASEMENT
TYPE 1
2 I. 1
BUILDING UNITS 6 Fill 1
1BR 2BR 3BR
BUILDING NO. UNITS /BLDG �' 7�
Al A2 A2 TYPE 'A' B1 32 B3 B1 TYPE 'A' Cl Cl TYPE 'A' \�� O \ \� 4 I
BUILDING 1 (TYPE II) 8 7 1 0 8 8 0 0 0 32
BUILDING 2 (TYPE IA) 0 0 0 15 0 0 1 15 1 32 All�Q � ��� \ \ ___ _ - AM ROAD
BUILDING 3 (TYPE III) 8 10 0 0 8 10 0 0 0 36 N _-
BUILDING 4 (TYPE III) 8 10 0 0 8 10 0 0 0 36 kC MPAC OR/ TYPE
�\ �\\ �\ I - 2
BUILDING 5 (TYPE III) 8 10 0 0 8 10 0 0 0 36 - _ L
BUILDING 6 (TYPE 11) 8 7 1 0 8 8 0 0 0 32
BUILDING 7 (TYPE 11) 8 7 1 0 8 8 0 0 0 32
BUILDING 8 (TYPE 1) 0 0 0 15 0 0 1 15 1 32
INDIVIDUAL TOTALS 48 51 3 30 48 54 2 30 2 268
\ I I I
UNIT SUBTOTAL 102 134 32 268
OF-70 MTT
1BR 2BR 3BR
BUILDING NO. UNITS /BLDG
Al A2 A2 TYPE 'A' B1 B2 B3 B1 TYPE 'A' Cl Cl TYPE 'A' \ \ - - �❑ I
BUILDING 9 (TYPE 1) 0 0 0 15 0 0 1 15 1 32 /
BUILDING 10 (TYPE III) 8 10 0 0 8 10 0 0 0 36 V // o
BUILDING 11 (TYPE II) 8 7 1 0 8 8 0 0 0 32 -
BUILDING 12 (TYPE 111) 8 10 0 0 8 10 0 0 0 36 \ C9 .2 I
INDIVIDUAL TOTALS 24 27 1 15 24 28 1 15 1 136
UNIT SUBTOTAL 52 68 16 136 \ / \ EX 6GUAR/DEWALK
AND EX 30 " C &G
BUILDING NO. 1BR R A2 TYPE 'A' B1 B2 B3 B1 TYPE 'A' Cl Cl UNITS /BLDG
TYPE 'A
Al A2
BUILDING 13 (TYPE 111) 8 10 0 0 8 10 0 0 0 36 1 1 l
BUILDING 14 (TYPE III) 8 10 0 0 8 10 0 0 0 36 1 L-
INDIVIDUAL TOTALS 16 20 0 0 16 20 0 0 0 72 1
UNIT SUBTOTAL 36 36 0 72 1 1 1
I I I I
UNIT TOTAL
TYPICAL BUILDING DETAIL
NOTE: ALL BUILDING TYPES CONTAIN
BREEZEWAYS /ELEVATOR CORRIDOR
NOTE• ALL CONSTRUCTION ACTIVITY MUST BE
SITE DATA
PROJECT NAME: TOWN CENTER APARTMENTS
PIN: 1737.13 -03 -3066; 1737.17 -12 -2401 Ea
ADDRESS: 6701/6905 FOX ROAD
RALEIGH, NORTH CAROLINA
ZONING: CURRENT: CUD R -15 (Z- 145 -85
SHOD -1 (Z -1 -93� El
USE:
EXISTING: VACANT /SINGLE- FAMILY RESIDENTIAL
PROPOSED: APARTMENT COMPLEX /AMENITY CENTER ED
SITE AREA (GROSS): 1737.13 -03 -3066: 45.95 AC (2,001,550 SF)
1737.17 -12 -2401: (RECOMBINATION REQ'D) 0.55 AC (24.112 SF)
46.50 AC (2,025,662 SF) .
DEDICATED R/W AREA:
CREEKWATER DRIVE: 0.67 AC (29,163 SF) ' �
FOX FOREST ROAD: 2.81 AC (122.554 SF) U O co ~oo 3.48 AC (151,717 SF) C 04
NET LOT AREA: 43.02 AC (1,873,945 SF) ti 00 U
N O
INSIDE CITY LIMITS: 1737.13 -03 -3066: (ANNEXATION REQUIRED) NO U J
1737.17 -12 -2401: YES Z 0
UM
UNIT BREAKDOWN: W 3 Z LL 1 BEDROOM: 190
2 BEDROOMS: 238 W J O
3 BEDROOMS: 48 Z r cc� r
TOTAL UNITS: 476 �/
C r O
BUILDING HEIGHTS: W Z N U
CLUBHOUSE: 32' -0" (1- STORY) W W C W
TYPE 1: 50' -4" (4- STORIES) O W
TYPE 2: 53'-0 p 00 m
TYPE 3: 53' -0" (SPLIT LEVEL 4 /5- STORIES)
06 V CC
N U
DWELLING CALCULATIONS: (476 UNITS /46.50 AC) 10.24 UNITS /AC < N Z
Z 0Ncc
PARKING CALCULATIONS: m R* W
REQUIRED PARKING: m
1.5 SP O J 1- BEDROOM; 2 SP/2-BEDROOM; 2.5 SP/3-BEDROOM; D J r
/ / XD __
1 SP /300 SF OFFICE (APARTMENT OFFICE); co
1 SP /100 SF OF POOL SURFACE AREA; - J O
U) Z
W r Z
1 SP /5 SEATS INDOOR REC SPACE; IZ a) O
1 SP /200 SF - HEALTH /EXERCISE SPACE Z Q
n m Lii
1- BEDROOM: (190 X 1.5 SP) 285 SPACES cn 0 U Z V 'j
2- BEDROOM: 238 X 2 SP
476 SPACES O
LL
- 120 SPACES
N
r
3 BEDROOM: 16 X 2.5 SP
OFFICE SPACE: (1,025 SF X 1 SP /300 SF) 4 SPACES 14 cG
cn
w fr
RECREATION AREA: (50 SEATS X 1 SP /5 SEATS) 10 SPACES M W U
FITNESS AREA: (1,500 SF X 1 SP /200 SF 8 SPACES W
POOL AREA: (1,000 SF X 1 SP /100 SF 10 SPACES
TOTAL: 913 SPACES
ACCESSIBLE: (2% OF TOTAL) 18 SPACES m
PROVIDED PARKING:
STANDARD: (8.5' WIDTH) 853 SPACES
ACCESSIBLE: 39 SPACES
ON- STREET: 21 SPACES
TOTAL: 913 SPACES
cn cn
SETBACK REQUIREMENTS: (R -15) Z Z
FRONT YARD: 30'
W W
SIDE YARD: * 30' 2 2 Z
REAR YARD: * 30' 2 2 Z O
* ALL APARTMENT BUILDINGS > 28' TALL 0 0 0 N
H
IMPERVIOUS AREA: ir cc a w
EXISTING: (0.3 %) 0.14 AC (6,158 SF) U 0 U
NEW: 13.75 AC (599.112 SF) cc cc cn
PROPOSED: (30 %) 13.90 AC (605,270 SF) a Lu a Lu a Lu
RECREATION USE RELATED TO RESIDENTIAL USE: CLUBHOUSE AND POOL Lo uo
r r W
TOTAL AMOUNT OF OPEN SPACE TO BE DEDICATED:
REQUIRED: (476 UNITS x 435.6) 4.76 AC (207,346 SF) c c a
TOTAL AMOUNT OF AREA WITHIN GREENWAY EASEMENT: 3.12 AC (136,013 SF) N T Z
TOTAL AMOUNT OF TREE CONSERVATION AREA:
REQUIRED: (43.02 AC (1,873,945 SF) x 10 %) 4.302 AC (187,395 SF) _
PROVIDED: (11.2 %) 4.832 AC (210,469 SF) m 0
Z
cc a Z m
° -J =
U
U
r W
Q In
GENERAL NOTES o ° o
Q O
1. ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES r
OF THE CITY OF RALEIGH AND NCDOT. _
01 W r
2. BOUNDARY INFORMATION TAKEN FROM MAP BY BASS, NIXON & KENNEDY, INC. o Z 0 L i
J
3. PROVIDE 30" STANDARD CONCRETE CURB AND GUTTER IN ALL PUBLIC RIGHT -OF -WAY, A 0 V
AND 24" STANDARD CONCRETE CURB AND GUTTER ON -SITE. O cn
4. WITHIN THE AREA OF ABOVE DEFINED SIGHT TRIANGLE, THERE SHALL BE NO SIGHT
OBSTRUCTING OR PARTLY OBSTRUCTING WALL, FENCE, SIGN, FOLIAGE, BERMS, OR
PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND EIGHT FEET ABOVE THE
CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS
IN ACCORDANCE WITH THE ACCEPTED N .
POLICIES OF THE CITY OF RALEIGH AND NCDOT W LL
SCALE IN FEET W r O
0 50 100 200 300 400 cn
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686
cn
5. MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTING STREETS SHALL BE
AT LEAST TWENTY (20) FEET FROM THE POINT OF TANGENCY.
O
0
O
6. ALL DUMPSTER AND CARDBOARD RECYCLING LOCATIONS WILL BE SCREENED FROM
Z
OFF -SITE VIEWS.
Oz
7. ALL EXTERIOR SITE LIGHTING SHALL BE DESIGNED TO PREVENT OFF -SITE GLARE.
W
0
WY
LC)
a
8. ALL WORK MUST COMPLY WITH NORTH CAROLINA STATE BUILDING AND HANDICAPPED
Z
ACCESSIBILITY CODE VOL. 1C
0
W
O
O
9. MAP RECORDATION REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE.
IT,
a
IN ACCORDANCE WITH THE ACCEPTED N .
POLICIES OF THE CITY OF RALEIGH AND NCDOT W LL
SCALE IN FEET W r O
0 50 100 200 300 400 cn
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686
°a"
Q
O
0
O
a
Z
Q
Oz
LL
0
WY
LC)
W
ZT
0
W
O
a Lu
Er
0
ZU
O
IN ACCORDANCE WITH THE ACCEPTED N .
POLICIES OF THE CITY OF RALEIGH AND NCDOT W LL
SCALE IN FEET W r O
0 50 100 200 300 400 cn
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686

12014 BASS. NIXON £4KENNEDY. INr.. EXPRE�SLY ES _RVES ITS rOMM N LAW r; )Pj RI � T AND OTj ER PRAPF�TYpJGHTs IN THESE PLAN. /THESE PLAN ARE j�T � f3 _ _P (SDI /,ED .HANjiED nR 7PIED IN ANY FgRM9R MANNER WHAT. �EVE7 N R ARE THEY T BE ASSIGNED Tn ANY THIRD PARTY WITH pU FJR, T 0B1AININf T E E PRESSED WRITTEN PERMISSI?N AND CnNSENT OF BASS. NIXON R KENNEDY. INC.
�r�l,,/ � /�� / / / / //� / % � % /1% �fl /r /�' /r % 1 / /�/ �� /�/
7/ / / -
/ / ///
/ / / / / / / / / / / / / / / / / / / /rr 30' C.O.R. SANITARY
/ / / / / / / / / / / / / / / /� // // / / / SEWER ESMT 00 /
BM 1998, PG 769 J / �
oo` \00 100 YR. FLOOD PLAIN FROM WAKE COUNTY G/S
27 / SEE PANELS 3720172700) & 3720173700J,
EFFECTIVE DATE MAY 2, 2006
/ // / JURISDICTIONAL/ // // // ///////// J �/ /DS/ / / / / / / /
J/ /
W o 00V 26
/ / / / / / /// 7L /� -1L , -001
8 -BAY GARAGE W/
4 -END STORAGE UNITS 0 W G/S
/ SEE PANELS 372017270 &3720173700J I I I
1 25 _
/EFFECTIVE DATE MAY 2, 2006 / / / ii� o°`
oo��- -E U
ND STORAGE 4 NITS S 11
/ /�� ✓'LL1L1L /� /1i 1//// / / / / / / / /r / / / / / / / / / / / / / / / / /r�/�� G_ S 1 I
/ __ 1 5' CONC
/ �� oo;��� S G G G G_ COVERED 4
G I SIDEWALK, I
G _ - � ® � _' PARKING - R10 1 � -
oo�� °o / RETAINING S G- ,G -' �J R3' R3' _ R3' r 1 24 CONC STD _ -
_°°, WALL L3- C &G, TYP.
P 5' CONC , (ON -SITE) I
SIDEWALK - ___ -_-- C C C 1 I 1 I -
1 1 I
R3' CI C C C I i. 1 23 -
/ / / / / / / / / / / / / /� /( ( Ic cic c -
I I
/ / / / /// /� /� /� / /// /� %' � %' •; R1 I C C C C C C C C ' R10' ,•; 1 I
✓/ / / / / / /JURISDICTIONAL / / / / J %o° / II C C C C C C C _ _ _ - GN� / 11 RETAINING
WETLANDS i / r I C C C _ _ _ - - R3' WALL I
#3 / 46.52 I C
TYPE / {• 1 ___ --- 1
- -- I-
HEIGHT =553'0" // R10' R3' R8' R8' 111 22 I
' / G16 N
FFE 226.2 / r? 1 RETAINING I
BSMT FFE 215.4/ '` 1 R5' cr 11
30' ZONE 1 r / /� ' , %' / / R3' � IR3 °0 1 WALL= -
1 R3' TYP. I, r' , • 1 I
rr�� 20 N /2/
3' R5 -'`: 1
/ 31.74! 21
50' NEUSE RIVER RIPARIAN / / , ` `,.1�0 38 : •• 1 I I
' R3' R10'
1 I
/ I I
� BUFFER AS MEASURED / ,/' � ; ' / G20
FROM TOP OF BANK (% R3 I '1 20 I -
,/ 1 ` . R3' ®� ® # 2 I -
RETAINING WALL � I TYPE 1
/ I I -
d JURISD ICTIONAL 'TREE CONSERVATION AREA ® 1 � 11,411 SF 1 -
WETLANDS ',,,(REFER TO TC1.0 -1) / �� � � •f'• R3 HEIGHT = 50' -4" 1 I
i ©� z� WCR FFE 224.5 1 -
�� 6' CONC SIDEWALK R3+ 6 -BAY GARAGE '1 -
' 11 WHEN ADJ. TO 6' CONC 19 -
'v 1 PARKING, TYP. SIDEWALK I
V•
°. 8.5' PARKING
r ' SPACE, TYP. -
R3 ��' 6' CONC SIDEWALK WHEN 22 18' --8' HC VAN PARKING- -
�' `\ I R3, a' ,�; ADJ. TO PARKING, TYP. 18 B -B� 15 00' , SPACE, TYP. -
\ R3 58 ' 8' PAINTED HC -
1
1 ACCESS AISLE, TYP. 1
R3' TYP. 5' -0" HT BLACK PUMP II 8' HC PARKING I
METAL FENCE HOUSE I SPACE, TYP. -
JURISDICTIONAL z •;' . ` ,
LINEAR WETLANDS i #4
TYPE .•, : '. ' '., r • �•• � ••', �
POOL
`. I
17
24" CONC STD
9,807 I
b ,
HEIGHT = 53,_0 15.00' _ WCR+ `. ' I'.:`° 3' C &G, TYP. o , I -
/ ; FFE 230.7 I v Qz .r . (ON -SITE) -
/ BSMT FFE 219.9 -
/ / /�_ I 116' B -B - - - - - - - - 1 I
00 1 16
• ' -
/ / / /�r /�
TYP
R3
' -10' TRANSITI NAL
10 CBU'S W/ 1 I PROTECTIVE TYP)
V//// /i JURISDICTIONAL`\ �� , I ® %.. f 18 BOXES PER II I -
�% / r / WETLANDS I ; UNIT l I _
'1 R3 ® 1 I 15
#1 1 30' BUILDING
STEPS TY2 E 1 SETBACK (TYP) -
RETAINING WALL v _ '•j 13.74+ 9,807 SF 1 I
HEIGHT = 53' -0"
CLUBHOUSE ' 31.5u - -
' ' R3' c) I ••' 7,100 SF FFE 230.5 I
w HEIGHT = 32' -0"
FFE 333.7 1 I - 20'X20' SLOPE ESMT 1 I
�I JURISDICTIONAL
ti LINEAR WETLANDS �; ® ` ' R3' , (BM 2000, PG 1800) -
..` � I
2,
/ 1 I
1 1 1 j` _ F• Nc c Nc �\ R5 F _ - 30' BUILDING ° �O v E
#5 = R3' N R3' _ _ _ _ _ - ��R 15'x340' SIGHT
:. ,. 9 aN o? SETBACK (TYP) __� __ -____� °
/ n 140 - I R10'
TYPE 15.00 z R3' WCR R3' _ N �R3' _ _ _ - _ I _ _ 45+ PUBLIC RAW / DISTANCE TRIANGLE
9,807 SF = 18' t - _ - 3' 5' CONC -
;/ HEIGHT = 53' -0 "I 22 18' R3' 2 / _ - _ SIDEWALK_
FFE 236.5 1 18+ R3+ C?
BSMT FFE 225. J
V 1 7
I R3' R10' R5' / - - - _ -- - -_- 16 cn 1+
® _ TAPER 11
GZN
-
1 R 10' / /
. I �-�°� R3' R28' R28' 'CS i 20
�) JURISDICTIONAL `''� \` 5' CONC " r _
WETLANDS ` \` SIDEWALK, NP. 8+ / / - I = wCR wCR wcR 'I 2' MONOLITHIC
PAINTED TAPEF
UU
1 ' JURISDICTIONAL ' R3 p N '
6' STD
LINEAR WETLANDS CROSSWALK, TYP.
STOP SIGN AND STOP SIGN AND RETAINING WALL
STOP BAR, TYP. STOP BAR, TYP.
a4. t3" y T _ .� -f - _ _ _ - _ 15'x340' SIGHT I 1
® _ DISTANCE TRIANGLE 1
' EX SANITARY `\ \ �' r _ _ wC 61 • _ _ _ _ - - �- 5' GENERAL UTILITY 1 I m
SEWER ESMT ��� 5' CONC �� .' _ r` _ _ _ 1 1
5' GENERAL UTILITY � � PLACEMENT ESMT
BM 2007 PG 2628 \ \ PLACEMENT ESMT SIDEWALK , ''� L� _ _ - - _ - - - 1 1 1 N mA
� \` R28'
` _-
SIGHT DISTANCE \ \ �' i �/ f R28' i /i Q VJl I 1 1 1 z c,
ESMT r'. .r P��V, JBv1Cal
\` /� ` ✓•' WCR �� �' �� 6qP
��.` _� % � i ��� ..,,• "� �/ ��� g•(PE�� 3yMpN - -- I 1 I WI 1 � -o�tn
15'x390' SIGHT : , GF► N 0 011 W
PE
DISTANCE TRIANGLE 1GNS �'
,• I
- 6' CONC 15'x390' SIGHT 1 1 30' BUILDING
30' BUILDING II 1' `.f," 11 SETBACK (TYF
_ SIDEWALK, NP. �� DISTANCE TRIANGLE SIGHT DISTANCES I
SETBACK (TYP) I
- - 1 • ,: / -'' 30" CONC STD 1 I 1
C &G, NP. INTERIOR ROADS: SPEED LIMIT = 35 MPH 1 I 1
- - T� /, /� 4•, RIGHT TURN = 340 FT 1 1 1 I
LEFT TURN = 390 FT 1 I 1
�' FOX ROAD. =
• SPEED LIMIT 45 MPH 1 1 1 � '
_ / •. ' �' RIGHT TURN = 530 FT 1 R wCR 1 PROTECTh
WC
X30' COR SANITARY LEFT TURN = 430 FT •'1� I I
SEWER ESMT 1 I
DISTANCES ARE MEASURED ALONG ROAD CENTERLINE. 1 1 1
DRIVER'S EYE PLACED 15 FT FROM EDGE OF PAVEMENT. 1 1 WCR
TRAFFIC CONTROL NOTES
1. ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
SIGN MUTCD STD. S17-E
A STOP R1 -1 24 "x24"
B MANDATORY MOVEMENT LANE R3 -5R 30 "x36"
CONTROL (RIGHT)
KEEP RIGHT (SYMBOL) R4 -7 24 "00"
Q OBJECT MARKER OM -3L 12 "x36"
DELINEATOR W23 -10 12 "06"
© ACCESSIBLE PARKING R7- 8(A /D) REFER TO DETAIL
Q NO PARKING ANYTIME R7 -1 12 "x18"
Q DO NOT ENTER R5 -1 30"x30"
2. ALL SIGNS SHALL BE MOUNTED WITH 5 -FT MIN. VERTICAL CLEARANCE TO THE
BOTTOM OF THE SIGN ON 2LB GALVANIZED STEEL U- CHANNEL POST SET IN
3FT DEEP x 121N DIA. CONCRETE FOOTING.
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
MARKING NCDOT STD. SIZE COLOR
PARKING SPACES - -- 41N WHITE
DIRECTIONAL ARROWS 1205.08 STD. WHITE
NO PARKING- FIRE LANE* - -- 41N YELLOW
HIGH- VISIBILTY CROSSWALK 1205.07 STD. WHITE
STANDARD CROSSWALK 1205.07 STD. WHITE
STOP BAR 1205.01 STD. WHITE
EDGE LINES 1205.01 41N WHITE
EDGE LINES 1205.01 41N YELLOW
*NO PARKING- FIRE LANE MARKING SHALL CONSIST OF A 41N SOLID
YELLOW STRIPE AND 81N HIGH YELLOW TEXT "NO PARKING - FIRE LANE" AT
400 FT INTERVALS; FIRE LANES TO BE INSTALLED PER TOWN OF CARY
STANDARD 3050 -D (THERMOPLASTIC PAINT REQUIRED)
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR
PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD -RESIN TYPE PAINT.
Road CL Line Table
Line #
Length
Direction
L1
179.83'
N29'05'41.34 "W
L2
12.50'
N9'17'00.32 'W
L3
204.18'
N9' 17'00.32 "W
L4
51.32'
S79'46'44.89"W
L5
105.06'
S79'46'44.89"W
L6
99.12'
S79'46'44.89 "W
L7
56.60'
S64'33'04.19"W
L8
145.79'
S64'33'04.19"W
L9
53.76'
N63'17'08.97 "W
L10
332.70'
N63'17'08.97 "W
L11
147.52'
N63'17'08.97 "W
L12
198.87'
N66'41'33.32 "W
L13
224.07'
N66'41'33.32 "W
L14
76.90'
S79'48'1 6.68 "W
L15
101.91'
S79'48'1 6.68"W
L16
74.22'
S65' 18'23.11 "W
L17
74.89'
S71'51'13.02"W
L18
30.25'
S71'51'13.02 "W
L19
66.99'
N9'51'29.27 "W
L20
57.00'
S 10' 1 1'43.32"E
Road CL Curve Table I Road CL Curve Table
Curve #
Length
Radius
Curve #
Length
Radius
C1
129.67'
375.00'
I C14
106.25'
161.00'
C2
99.67'
375.00'
I C15
40.64'
93.50'
C3
115.43'
375.00'
I C16
19.96'
93.50'
C4
225.98'
375.00'
I C17
33.77'
21.50'
C5
59.46'
1000.00'
I C18
235.21'
672.31'
C6
72.37'
286.00'
I C19
68.63'
104.00'
C7
30.25'
500.00'
I C20
23.66'
36.50'
C8
26.88'
500.00'
I C21
9.87'
451.00'
C9
191.27'
111.50'
I C22
110.00'
451.00'
C10
57.95'
229.00'
I C23
10.26'
22.00'
C11
37.19'
557.00'
I C24
78.67'
165.00'
C12
76.52'
729.31'
I C25
26.90'
36.50'
C13
265.37'
729.31'
C26
57.48'
94.00'
Road CL Line Table
Line #
Length
Direction
L21
148.50'
S 10' 11 '43.32 "E
L22
101.91'
S79'48'1 6.68 "W
L23
74.22'
S65'18'23.11 "W
L24
57.10'
S17'43'23.80 "E
L25
135.82'
S1743'23.80 "E
L26
140.53'
S24'41'36.89 "E
L27
76.00'
N101 O'17.85"W
L28
322.56'
N 10' 10' 17.85"W
L29
57.00'
N 10' 10' 17.85"W
L30
65.73'
N42'41'37.21 "E
L31
75.47'
N79'49'42.00 "E
L32
78.88'
N79'49'42.00 "E
L34
35.50'
N 10' 10' 17.85 "W
L35
195.67'
579'49'42.00 "W
L36
59.12'
S 10' 10' 17.85 "E
L37
65.73'
N42'41'37.21 "E
L38
75.47'
N79'49'42.00 "E
L39
47.97'
N64'33'04.19 "E
L40
99.18'
N79'46'44.89 "E
L41
47.69'
N26'42'51.03 "E
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE CITY OF RALEIGH AND NCDOT
LEGEND
G - GARAGE BAY
M - MAINTENANCE SHOP
C - COVERED PARKING
S - STORAGE UNIT
Road CL Line Table
Line #
Length
Direction
L42
20.62'
NO'00'32.01 "W
L43
362.12'
NO'00'32.01 "W
L44
57.00'
S89'59'27.99"W
L45
148.69'
S89'59'27.99"W
L46
22.37'
SO'00'32.01 "E
L47
135.07'
S271 8'29.12"W
L48
76.00'
S2718'29.12"W
L49
333.42'
NO'00'32.01 "W
L50
256.47'
S63' 1 7'08.97"E
L51
63.82'
563'17'08.97 "E
L52
76.00'
N23'1 8'26.68"E
L53
126.33'
N23'18'26.68 "E
L54
134.04'
N18'55'04.85 "W
L55
79.73'
S71'04'55.15"W
L56
40.19'
518'55'04.85 "E
L57
116.29'
S16'07'12.29"W
L58
93.38'
S66'41'33.32 "E
A
rd
99
E9
1 1
' 00
V 4m w
c0 Cm
Z °op°
V /
Cm O V
N O
>- LU z°'o
QLU =Vm
LUZ wU- z
Z _
- Q O> O
Zcc0T
ZrO
In
�w W N M .. LLI
i •� 0 LU
� v U)
Z ooz
Q N N
Z I- "T W
O J m
J r
X� 202
Z
Z 0 ao z
.'z =WO
NO Uzv
a LL
Cl) m -
cf) CL
Q v O J IJJ
pi C-)
H
CC LL
m
U)
F
Z
LU
a
z
J
O
a
I
a
U
2
Q
O
Z
Z
Q
O
z
U.
U
WY
Ln
W
N
ZT
O
W
O
O
O
Fn
LL
O
U
L)
Z0
oI:
a
w
U
U
L
U
a
a
a
Lf)
Lf)
T
T
LU
r
N
Q
O
O
04
Z
m
oZ
� a
m
�
Y
O
=
r
U
WR
Z
T Lu
V
o
a
C;
LLI
Z
H
b
W
Cn
II
r
CV O
C z
LL!
a
0 0
L)
U)
F
Z
LU
0
H r CM
W LL
SCALE IN FEET W T O
0
0 20 40 80 120 160 In
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686
a
z
J
O
a
I
a
U
2
Q
O
0
O
a}Z}
Q
O
z
U.
U
WY
Ln
W
ZT
(3
W
��
LU
LL
O
Z0
0
H r CM
W LL
SCALE IN FEET W T O
0
0 20 40 80 120 160 In
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686

fr)2014 BASS. NIXON & KENNEDY. INr. EXPRESSLY RESERVES ITS rOMMON LAW rOPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODIICED. rHANGED OR rOPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOIJT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND rONSENT OF BASS. NIXON & KENNEDY. INr.
no
15'x340' SIGHT
pUBLIG F? DISTANCE TRIANGLE,
FOX ROAD (SR 2042)
15n' P1 IRI IC%. R /W (FY1qTINJ(-) E3
5' CITY- 68' PUBLIC R/W (REQUIRED) -5' CITY
UTILITY 14' B PLACEMENT
PLACEMENT 40' -B 14' UTI LITY
STRIP 2' 6' 6' �,5' 12' V 12' '),5' 6- 6 2' STRIP
4 it I 0�� E9
1/4"/ GRADE
I 1/4"Z POINT 1 Z4'yq
07 f F_
>1
3-LANE
16 41 15'x390' SIGHT
APF
DISTANCE TRIANGLE'
1-4 150' PUBLIC R/W (EXISTING)
5' CITY - 104' PUBLIC R/W (REQUIRED)
5' CITY
UTILITY UTILITY (.0
R28' PLACEMENT 1 76' 1 B-B i PLACEMENT 00 1�_
... . . . . STRIP 2' 6' 6 -5� 5- 11, 11' 17' STRIP -
20'X20' SLOPE ESMT U 0)
(3M 2000, PG 1800) 11, 5'_ 2.51 6 6'_ 2' 1�_ -. 04
(w =CR R298' (:W:C�) q z
1 5 1 _5% U) coo
2' MONOLITHIC CONC. ISLAND W1 GRADE
20' il PAINTED TAPER ON EACH END POINT
---- - -----
ep 01. 6' STD 12
_/4/FT
_/jj�FT z
CROSSWALK, TYP.
>. LU
a Uj
3
STOP SIGN AND L)
R2 Z
STOP BAR, TYP.
'zi LANE DIVIDED (FEE-IN-LIEU DUE TO 1-540 BRIDGE)
15'x340' SIGHT FUTURE 4
4. LU Z m
EX SANITARY DISTANCE TRIANGLE m _j 4m 0
CR 15)- 5' GENERAL UTILITY GENERAL PAVEMENT DESIGN
SEWER ESMT z to. T-
5' GENERAL UTILITY PLACEMENT ESMT
BM 2007 PG 2628
PLACEMENT ESMT WALKWAY TYPE SIDEWALK BOTH SIDES 0
(�W: CDR 6t CONC
3" S9.58
-P- SIDEWALK, TYP. PLANTING TYPE TREE/LAWN 4 119.OB z 6
TREE SPACING 40' D.C. AVG LU 5
C) 10 ABC
tm I LU
PARKING TYPE NONE
WCR 0 LU
15'x390' SIGHT
DISTANCE TRIANGLE 1 10
r,3 !� doz
FOX FOREST ROAD/CREEKWATER DRIVE z wmu
Z. <Cjc;
#8
1 11 --- i 1,,,. 0 C-4 M
X__ TYPE 30' BUILDING 5' C TY 0
64' PU 5'
15'x390' SIGHT SETBACK (TYP) UTI BLIC R/W UT CITY _j
30' BUILDING ILRY
DISTANCE TRIANGLE SETBACK (TYP) 11,411 SF EASIAOL�T 36' 1 B-B EASEMENT _j
- 14'
14' -
HEIGHT = 50'-4" X m
2' 6' 6' 8' 10, 10, 13 6' 6' 2'
FFE 247.0
30" CONC STD 9
C&G, TYP. PARKING PARKING
1-e I I Z U) d Z
2.5' 2.5' - So
z 0
10' TRANSITIONAL 3: UJ
V GRADE
POINT L) z
---------- - WOR PROTECTIVE YARD (TYP) 1/4"/FF 1 4�/FT I L4 �15 1 �4 /Fl. Cn 0
-1 'L __L a 0
-'30' COR SANITARY I LL
8
w
SEWER ESMT -36 R28, Cl) CL
CD LU
#6 5' C JI
R28' SIDEWALK _j w
R28' TYP.
Im pi 0
(W::CDR� TYPE
2 NEIGHBORHOOD STREET
3' 1 9,807 SF Mo
HEIGHT = 53'-0"
6' CONC 7
8, 1
FFE 250.0 TQ� 5 - R28 SIDEWALK, TYP. GENERAL LL
'r- R3 R8� 30" CONIC STID PAVEMENT DESIGN
C&G, TYP. WALKWAY TYPE SIDEWALK BOTH SIDES
fr Lo �ja_15 I PLANTING TYPE TREE/LAWN 3" SF9.5A
R3' 8" ABC
cr, TREE SPACING 40' D.C. AVG
li� 15'x390' SIGHT PARKING TYPE PARALLEL ON 2 SIDES
- - - - - - WCR C1. 0 DISTANCE TRIANGLE
V) Coll
A
R8 TAINING
C,4 RV RE z z
LU LU 5-BAY GARAGE WALL FOX FOREST ROAD/CREEKWATER DRIVE Lu Lu cf)
W/4-END L2 2 R110'� z
5' CONIC STORAGE UNITS, 5'\
z 0
SIDE ALK, AND MAINTENANCE R3'
11F. RV 5' CITY 64' PUB LIC R/W 5' CITY 0 0 0 Fn
IOP/BAY R3.5' r1i UTILITY UTILITY L) L) >
24" ONC F.O.C. C�13 EASEMENT 18.5' 27' B-B 18.5' FASEI-141 M M Lu
C&G, Cb 10.5' 6' 0 0
(ON-SITE) R3.5' R3. 6! _I- 10.5' 11' 11' - 0 u L)
rG F.O.C. Z5 m m Cn
Lu Lu Lu
-COVERED CL CL a
G PARKING 4
R8' \IJJP. GRADE Lu
09 -R3.5' 1/4-/Ff /POINT 1/4-/FT Lf) Lf)
1/4-/Fr 1/4"/FT
F.
R3.5
R3' R C?
R5' a
R28' F.O.
cw-C-R)
6 CBU'S W/18 3 NEIGHBORHOOD STREET (TRAFFIC CALMING) C\I
BOXES PER UNIT z
p
Cw CDR (PROVIDE 25'TANGENT SECTION BEYOND ALL INTERSECTIONS RADII WITH 2:1 TAPERS)
3:
TRASH DROP-OFF LANE R3' #7 Ile m _j
3.5� Y. _ \ \, GENERAL PAVEMENT DESIGN a
TYPE 6 M Z
CONC\
PAINTED ARROW, TYP. S\p
2 "0 5' GENERAL UTILITY
SIDEWALK
13.00' B-B COMPACTOR 9,807 SF PLACEMENT ESMT WALKWAY TYPE SIDEWALK BOTH SIDES
.8'02' HEIGHT = 53'-0" MONUMENT SIGN PLANTING TYPE TREE/LAWN 3" SF9.5A
TREE SPACING 40' O.C. AVG 8" ABC
COMPACTOR/ RECYCLING AREA FFE 251.0 0 % 20' SLOPE ESMT PARKING TYPE PARALLEL ON 2 SIDES L cm L)
RECYCLE 5' PAINTED HC
ACCESS AISLE Uj Z
15'x430' SIGHT Ul) a
Lu
8' HC PARKING DISTANCE TRIANGLE -
SPACE
C;
6' CONC n Lu
SIDEWALK WCR
8' HC PARKING z
6-BAY GARAGE W/-
SPACE, TYP. 4-END STORAGE UNITS LU Fn
01 TAINING - - - - - - - - - -
8-BAY GARAGE W/ RE
-END STORAGE UNITS
4 �b WALL 8' PAINTED HC WCR --- - - - - - - - - - - - - - - - - - - - - -
a) d
ACCESS AISLE, TYP. - - - - - - - -
C\I
Z
8' HC VAN PARKING
SPACE, TYP. ED _j
3' CR <
8.5' PARKING (W:=) cr) 0 U
SPACE, TYP. R28' CAI
6' CONC SIDEWALK WHEN w R \
ADJ. TO PARKING, TYP. R 8' r
oi
CP&L ESMT (15' EACH TRAFFIC CONTROL NOTES
EX 5' WIRE FENCE�--� SIDE OF CIL LINE)
Road CIL Line Table
Line #
Length
Direction
L1
179.83'
N29*05'41.34"W
L2
12.50'
N9* 1 7'00.32"W
L3
204.18'
N9* 1 7'00.32"W
L4
51.32'
S79*46'44.89"W
L5
105.06'
S79*46'44.89"W
L6
99.12'
S79*46'44.89"W
L7
56.60'
S64*33'04.19"W
L8
145.79'
S64*33'04.19"W
L9
53.76'
N63' 1 7'08.97"W
L10
332.70*
N63' 1 7'08.97"W
L11
147.52'
N63' 1 7'08.97"W
L12
198.87'
N66*41'33.32"W
L13
224.07'
N66'41'33.32"W
L14
76.90'
S79*48'1 6.68"W
L15
101.91'
S79*48'1 6.68"W
L16
74.22'
S65* 18'23.11 "W
L17
74.89'
S71'51'13.02"W
L18
30.25'
S71*51'13.02"W
L19
66.99'
N9'51'29.27"W
L20
57.00'
S1 01 1'43.32"E
Road CIL Line Table
Line #
Length
Direction
L21
148.50'
S 10* 1 1'43.32"E
L22
101.91'
S79'48* 1 6.68"W
L23
74.22'
S65'1 8'23.11 "W
L24
57.10'
S1 7*43'23.80"E
L25
135.82'
S1 7*43'23.80"E
L26
140.53'
S24*41'36.89"E
L27
76.00'
N10*10'17.85"W
L28
322.56'
N 1 O'l O'l 7.85"W
L29
57.00'
N10*10'17.85"W
L30
65.73'
N4Z41'37.21"E
L31
75.47'
N79'49'42.00"E
L32
78.88'
N79'49'42.00"E
L34
35.50'
N10*10'17.85"W
L35
195.67'
S79'49'42.00"W
L36
59.12'
S10*10'17.85"E
L37
65.73'
N42*41'37.21"E
L38
75.47'
N79'49'42.00"E
L39
47.97'
N64!33'04.19"E
L40
99.18'
N79'46'44.89"E
L41
47.69'
N26*42'51.03"E
Road CIL Line Table
Line #
Length
Direction
L42
20.62'
N900'32.01"W
L43
362.12'
N900'32.01"W
L44
57.00'
S89*59'27.99"W
L45
148.69'
S89*59'27.99"W
L46
22.37'
SO*00'32.01"E
L47
135.07'
S27'1 8'29.12"W
L48
76.00'
S27*18'29.12"W
L49
333.42'
NO*00'32.01"W
L50
256.47'
S63' 1 7'08.97"E
L51
63.82'
S63' 1 7*08.97"E
L52
76.00'
N23'1 8'26.68"E
L53
126.33'
N23*18'26.68"E
L54
134.04'
N 1 855'04.85"W
L55
79.73'
S71*04'55.15"W
L56
40.19'
S 1 855'04.85"E
L57
116.29'
S 16*07'12.29 "W
L58
93.38'
S66'41'33.32"E
TREE CONSERVATION AREA
(REFER TO TC1.0-11)
Road CIL Curve Table
Curve #
Length
Radius
C1
129.67'
375.00'
C2
99.67'
375.00'
C3
115.43'
375.00'
C4
225.98'
375.00'
C5
59.46'
1000.00'
C6
72.37'
286.00'
C7
30.25'
500.00'
C8
26.88'
500.00'
C9
191.27'
111.50'
C10
57.95'
229.00'
C11
37.19'
557.00'
C12
76.52'
729.31'
C13
265.37'
729.31'
Road CIL Curve Table
Curve #
Length
Radius
C14
106.25'
161.00'
C15
40.64'
93.50'
C16
19.96'
93.50'
C17
33.77'
21.50'
C18
235.21'
672.31'
C19
68.63'
104.00'
C20
23.66'
36.50'
C21
9.87'
451.00'
C22
110.00'
451.00'
C23
10.26'
22.00'
C24
78.67'
165.00'
C25
26.90'
36.50'
C26
57.48'
94.00'
xz z
�zxz
loo,
DB 4285, PG 770
20' SLOPE ESMT
2' PAVED
SHOULDER,
TYP.
GUARDRAIL
lo,
C)
15'x530' SIGHT
DISTANCE TRIANGLE
EX 6± SIDEWALK
AND GUARDRAIL
EX JO C&G
qp 0 <
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE CITY OF RALEIGH AND NCDOT
SIGHT DISTANCES
INTERIOR ROADS: SPEED LIMIT = 35 MPH
RIGHT TURN = 340 FT
LEFT TURN = 390 FT
FOX ROAD: SPEED LIMIT = 45 MPH
RIGHT TURN = 530 FT
LEFT TURN = 430 FT
DISTANCES ARE MEASURED ALONG ROAD CENTERLINE.
DRIVERS EYE PLACED 15 FT FROM EDGE OF PAVEMENT.
LEGEND
G - GARAGE BAY
M - MAINTENANCE SHOP
C - COVERED PARKING
q - qTnRAGE UNIT
1. ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON UNIFORM %I k#
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. �mm
SIGN MUTCD STD. SIZE
STOP R1-1 24"x24" z
MANDATORY MOVEMENT LANE R3-5R 30"x36"
CONTROL (RIGHT) LIJ
KEEP RIGHT (SYMBOL) R4-7 24"00" z
(E) OBJECT MARKER OM-3L 12"x36 " Zi
DELINEATOR W23-10 12"x36 " 0
R7-8(A/D) REFER TO DETAIL
ACCESSIBLE PARKING �mm
@ NO PARKING ANYTIME R7-11 112"08"
DO NOT ENTER R5-1 30"00"
F_
CC
2. ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE 0 0
BOTTOM OF THE SIGN ON 2LB GALVANIZED STEEL U-CHANNEL POST SET IN Ir z
3FT DEEP x 121N DIA. CONCRETE FOOTING.
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND X
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. z
0 :3
MARKING NCDOT STD. SIZE COLOR LL 5
PARKING SPACES --- 41N WHITE 0
LO Lu
DIRECTIONAL ARROWS 1205.08 STD. WHITE o
NO PARKING- FIRE LANE* --- 41N YELLOW
HIGH-VISIBILTY CROSSWALK 1205.07 STD. WHITE
STANDARD CROSSWALK 1205.07 STD. WHITE
STOP BAR 1205.01 STD. WHITE to 3f
EDGE LINES 1205.01 41N WHITE 7� a
EDGE LINES 1205.01 41N YELLOW z 0 Lu
_j
*NO PARKING- FIRE LANE MARKING SHALL CONSIST OF A 41N SOLID w r11% <
YELLOW STRIPE AND 81N HIGH YELLOW TEXT "NO PARKING - FIRE LANE" AT (jD cc
U.
400 FT INTERVALS; FIRE LANES TO BE INSTALLED PER TOWN OF CARY 0
STANDARD 3050-D (THERMOPLASTIC PAINT REQUIRED)
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR
PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD-RESIN TYPE PAINT. z
04
1�- C44 Cm
w LL
SCALE IN FEET W 0
x
in L)
6-20 40 80 120 160
CITY OF RALEIGH PROJECT NO. GH-2-08 TRANS. NO. 412686

(c12014 BASS. NIXON KENNEDY. INC. EXPRES. LY REFER E. ITS MM N LAW PYRI BHT AND THER PR E GHT IN THE. E PLAN.. THEE PLANS A E T BE EP Dl CED. CHAN QED R,, PIED IN ANY F. RM R MANNER WHATS EVER N R ARE THEY T BE ASSIGNED T ANY THIRD PARTY WITH UT RS BTAININC T E _X ESS _D RITTEN P _ MIS ,10 AND CON. ENT F BASS NIX N KENNEDY, INC.
�f% f%'%f%'%%��% f!���'/s��2��,�1f/'/�' ' /'� /' /'/ �l' /' /'��/ /p°'/ /' /' ',' /���% /' /�i�f���%r' /'��1� %' /� /� /�' /�� l / / / /// / / / / / /
I I/ URISDICTIONAL WETLANDS / / / / / / / / / /
//// i! ////////////////////////////
00 � I / /�� -- °o 50 NEUSE RIVER RI PARI AN////////////////////// / / / / / / / / / / N / /
-001 o�� Dot- / BUFFERASMEASURED //////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / //' I / / / / / / / /
001 - - o� ` ° / / / / / / FROM TOP OF BANK / / �9 / / / / / / / / / / / / / / / //X///X/X/ / / / / / / / / / / / / / / / / / / / / / � W W / / / / / / /
�O -- RETAINING `�oo��- 0i �/ /� / / / / / /// / / / / /� /� /� /� /� / / / / / /// ////////// / / / / / / / / / / /���X�� /� � �/ //// / / / / /�/�/�/�//X////// ////�/�/�/�/�/�/�/ a /Q / � /� /� /�
/ / /" / WALL / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / /X////
/ / // / / /
I 1/ r /�/ - o��/ / / // / / / /////////// / / JURISDICTIONAL WETLANDS / / ////
I �� /y�/ s :`• 1 / /Y j /� /�/ j/ a�a
8 -BAY GARAGE W/ .f� ', / / / / / / //////////////////////////////////////////////////////,/,/,%/' / % /, % /,� /,� /, / / / / / / / / / / / / / / / //.
I 4 -END STORAGE UNITS G G S•,`, ' , 8.5' PARKING SPACE, TIP./ / / /// �0' �ON�2//////////////////////////////////////// / // // / / // / / / / / / // // / /
8' ' VAN PARKING SPACE NP. / / / / / / / / / 100 YR. FLOOD PLAN FROM WAKE COUNTY G/S
8' PAINTED HC ACCESS AISLE, �T�. 30' ZONE 1 ////////////� /� /� /� /� /EFFECTI EL ATE MAY 22,C2006 3720173700✓, /� /� /� /� /� /� /� /�
8' HC PARKING SPACE, TYP.�/ / / / / / / / / / / / / / / / / //X/X// / /
jj// j /j /� /j /j /� /j /////j /j /j /j // V
R8' M.N �//////// / / / / / / / /
24" CONC STD x\55 �/ / W ,W / / / // // // // // // / / / / / / / / / / / / / / / / / /,//X/ / / / / / / / �-� L�1L1L� / // /
C &G, NP. R3' r' V// / / / JURISDICTIONAL WETLANDS / / / / / / / / //////////// / / / / / / / / / / / / � _ 001 -�
I TREE (REFEROTOSTCIATOION)AREA (ON -SITE) R8, �" \ #14 �',� � / / / / / / / / / /// / / / / / / / /
I C� \R3 © �' TYPE \ / / Z �,� / / / / / / / / / / / / / �/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
I r� \\ c \ COVERED \ 9,807 SF /a 11 / / j �.(, _ poi / /� /� /� / / / / / / / / / / / ///
�. \a' \ ` PARKING \ HEIGHT= 53' -0" / '/ / �-�r
R3' \ n \\ FFE 221.5 / /// V7�-T, 0�\ BSMT FFE 21 o.7 REE CONSERVATION AREA � ,�, REFER TO TC1.0 -1) / 00, / °° ` / 9
or J 00, ��g� - 001 /JURISDICTIONAL -
® % /� // i �i �/ X
® %
wcR:`. i ,e / / / / / /// / / /// / / / / / / /
$ 8 / / //X/
;
/ / /
x 6' CONC SIDEWALK /
WHEN ADJ. TO
g8, 5' CONC R3 3' PARKING, TYP.
lg' 9,B SIDEWALK n 1 / / / / / /
30' ZONE 1 N cA STEPS / / / / / / / / / �' ' -1/ / / / 30 ZONE 1
20' ZONE 2 22, 3� 3 �"' /
,,//
'✓ / / / /// /' / ,
4 CBU'5:.. ^' B- Q, / / / / ��'�' 20' ZONE 2i��
W/18 BOXES / �
PER UNIT ��� R3' �- W/- / �;
8 -BAY GARAGE W/ - 8 -BAY GARAGE / � /
50' NEUSE RIVER RIPARIAN / v / R3' S' CONC T RETAINING WALL / / ` 4 -END STORAGE UNITS 4 -END STORAGE UNITS / G / / / /�
,"BUFFER AS MEASURED / v / COVERED SIDEWALK, TYP. ' / / / / / 'L /•
% FROM TOP OF BANK 6 -BAY GARAGE W/ - - / PARKING / / ' 50' NEUSE RIVER RIPARIAN
4 -END STORAGE UNITS �?\ ` i x / \ (/ / / / / / / ` BUFFER AS MEASURED
/ / / / FROM TOP
/ U /
v � / ./� �� � i �FR OF BAN =
20' ZONE 2 30' ZONE 1 9' %i
L SLOPE ESMT v / r / / ' / S % '
G- -G- -G- -G- - -G- -G _ _G _ _G _ G G G _ G_ _ G_ _ G- _ G_ _ G_ S /
JURISDICTIONAL - -- --
_ 8 JURISDICTIONAL R
WETLANDS R3 v / �. 3 / =S,
- -- - -- - -- , - - -�, ®� O S EE CONSERVATION AREA
\ v a WETLANDS T
+--- ++--- + - - - - -- --------------- - - - - -- i
R3' R3, ,.,..z /
/ I R10 L45 L44 � (REFER TO TC1.0 -1)
R3' 18' / / / / 50 NEUSE RIVER RIPARIAN w N
\ \ \ R3' 18.00, / #13 / / / / BUFFER AS MEASURED 1 r- R3' u, �' R3' R10' R5' R8
® / TYPE / /' FROM TOP OF BANK / r ` ' _ - RETAINING �
HC �� S - '
L / 3 i \/ // _ 6 - - - - - - COVERED WALL V �.
V �s8 /40 9,807 SF / ! G -- -U • -U , -U, - -u S ',.. P3' PARKING \
\3' S' / HEIGHT = 53 -0 S U U I
R8' e�6 FFE 225.0 / S R3'
/ BSMT FFE 214.2
9
/
I
U U
//i ,
. ` I T
_ R10 / L6 -BAY GARAGE W/ R3, I I
R3'
d
15'x390' SIGHT -END STORAGE UNITS 1 /
LINEAR WETLANDS
DISTANCE TRIANGLE ,. / / w 5' CONC SIDEWALK U
I
\ X13 ��� 3R� Wit\\ / ' // ` RETAINING WALL
/
5' CONC / _
TEMP
R28' h SIDEWALK ' TYPE
BARRICADE v wcR :} n� \ \ 3 / r. 1 U U I 1, TYPE
. 9,807 SF 3
SLOPE ESMT R28 ' ' : a 30 BUILDING HEIGHT = 53' -0" / S8' I U U I 15.00' 9,807 SF
\ 60• WCR \ \ SETBACK (TYP) JURISDICTIONAL '. FFE 230.5 ewe 19 r'' I 1 - I HEIGHT = 53' -0"
i BSMT FFE 219.7 / \ I U U I R3' NP. i FFE 234.8
LINEAR WETLANDS/1 9 2' TEPS BSMT FFE 224.0
6' CONC \\ • // S6' 18 #11 14.39'
SIDEWALK, TYP J / TYPE
9,807 SF ' z I / n JURISDICTIONAL\\ 1i 1i
���� ` / / /
HEIGHT = 53'-0" WETLANDS I
FFE 236.15
1
FEE -IN -LIEU REQUIRED STEPS
FOR ANY PORTION OF r : r
ROAD IMPROVEMENTS 15'x340' SIGHT , • " f ® ® w
THAT CANNOT BE DISTANCE TRIANGLE R3' Y' 24" CONC STD
CONSTRUCTED DUE TO oM / >., _ C &G, NP.
OFF -SITE CONSTRAINTS :. 00 �� N
TO BE DETERMINED AT ro CSC �� 6' CONC <' (ON-SITE)1
ICP REVIEW /APPROVAL \ x "� � 1 SIDEWALK, TYP. 6' CONC SIDEWALK �I JURISDICTIONAL
• ' • � =� \ � � r.• .: •� f WHEN ADJ. TO RETAINING LINEAR WETLANDS
5' PARKING, TYP. WALL
15'x390' SIGHT rO iV , /�
k DISTANCE TRIANGLE t r� ` : , . II(
� HF /��•1 ro `Y 24" CONC STD l I,11
\ \ f Qye09 Iw _^ \ v R5 R3' h C &G, TYP. - R3' NP. 111'
k -�1 .7 , .. r. ff
\ \ OFSIGNOOO-r 1 Ft �Y ` ` . R3 R3' ^� (ON -SITE) 116' B -B y. ---SPACE, TYP. G
Sp R �R - 23 \ 8 CBU'S W 18 1
X �� FF�3FFT(sq j 6� BOXES PER UNIT'. 18' 22' 18' 18' 22' 18' 8' HC VAN PARKING
' X \ Sti1py R�� 41 \� i SPACE, TYP. .�
1 a 0 8' PAINTED HC ,
wcR 8 \ ACCESS AISLE, TYP.
4S0 ® R3' ,: 8' HC PARKING ;
SPACE, NP.
R28'
tic ;
#9 ,
TYPE
WCR R3' R3 11,411 SF
\ � HEIGHT = 50' -4" \ <
G99 �N� " ' N 11' ` R5 FFE 241.8
�ye/ �� 15'x340' SIGHT R5
JURISDICTIONAL
FiO(iB DISTANCE TRIANGLE WETLANDS
C/c ! : \
5' CONC
9� TREE CONSERVATION AREA k �\ \CR 0 <g SIDEWALK,
(REFER TO TC1.0 -1) \ o� co 1 R5' NP. AT ' \ JUR /SDICTIONAL `
ENTRY \� LINEAR WETLANDS
�.� �\\� 15.00'
1
X \\ 0 \\ \\ '� ' -R10'
N , \ ` \ `• \ \ \ \ \ \ \ Rte'
30" CONC D \\ EX SANITARY `\\`
r� ST `
X
\ &G, P. ' SEWER ESMT
BM 2007 PG 2628 \
k �\\'•. ��\,\:,.... ��\ O 3SN ���•. 5' CONC
TRAFFIC CONTROL NOTES \ r �� SIDEWALK
STOP SIGN AND �
STOP BAR, NP. '
1. ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON UNIFORM Road CL Line Table I Road CL Line Table Road CL SIGHT DISTANCE Line Table , ESMT
CAST -IN -PLACE RETAINING WALL WCR `�
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. 15'x390' SIGHT � � '�\ / � N
Line # Length Direction I Line # Length Direction Line # Length Direction (TYP., NO PART OF STRUCTURE DISTANCE TRIANGLE R28' h' r� 15'x340' SIGHT SIGHT DISTANCES
SHALL ENCROACH INTO PUBLIC °` M / DISTANCE TRIANGLE '
SIGN MUTCD STD. SIZE I \ f \ v _ 111 _ INTERIOR ROADS: SPEED LIMIT = 35 MPH
L1 179.83' N29'05'41.34"W L21 148.50' S10 "11'43.32 "E L42 20.62' NO-00'32.01 "W RIGHT -OF -WAY) wCR % `
STOP R1 -1 24 "x24" _
R28' < % _ _ - _ RIGHT TURN = 340 FT
�B MANDATORY MOVEMENT LANE R3 -5R 30 "x36" L2 12.50' N9'1 700.32 W I L22 101.91' S79'48'1 6.68"W L43 362.12' NO'00'32.01 "W \ \ `C,R I > / j� _ - - - - - - �_ _ - - LEFT TURN = 390 FT
CONTROL (RIGHT) I 50' SPECIAL HIGHWAY r ', \� ,
D KEEP RIGHT SYMBOL R4 -7 24 "x30" L3 204.18' N9'17'00.32"W L23 74.22' S65'18'23.11 "W L44 57.00' S89'59'27.99 "W OVERLAY DISTRICT -1 \ �g FOX ROAD: SPEED LIMIT = 45 MPH
Q) (SYMBOL) 15'x340' SIGHT � • •. � � ,
OBJECT MARKER OM -3L 12 "x36" I SHOD BUFFER DISTANCE TRIANGLE wcR _ _ RIGHT TURN = 530 FT
E L4 51.32' S79'46'44.89 "W L24 57.10' S17'43'23.80 "E L45 148.69' S89'59'27.99 "W � ^' 0 �
DELINEATOR W23 -10 12 "x36" LEFT TURN = 430 FT
_ _ -1
© ACCESSIBLE PARKING R7- 8(A /D) REFER TO DETAIL L5 105.06' S79'46'44.89 "W I L25 135.82' S17- 43'23.80 "E L46 22.37' SO-00'32.01"E \ �\ r• T -j�- - -
oH NO PARKING ANYTIME R7 -1 12 "x18" L6 99.12' S79'46'44.89 "W I L26 140.53' S24'41'36.89 "E L47 135.07' S27- 18'29.12"W \ ' ' „: ,•, . DRIVER'S EYE PLACED MEASURED 5 FT FROM FROM EDGE OF PAVEMENT.
DISTANCES
Q DO NOT ENTER R5 -1 30 x30
1205.07
STD.
WHITE
STANDARD CROSSWALK
1205.07
STD.
WHITE
STOP BAR
1205.01
Road CL Curve Table
Road CL Curve Table
\
1205.01
L7
56.60'
S64'33'04.19 "W
I L27
76.00'
N10'10'17.85 "W
L48
76.00'
S2T18'29.12 "W
Curve #
Length
Radius
Curve #
Length
Radius
2. ALL SIGNS SHALL BE MOUNTED WITH 5 -FT MIN. VERTICAL CLEARANCE TO THE
BOTTOM OF THE SIGN ON 2LB GALVANIZED STEEL U- CHANNEL POST SET IN
L8
145.79'
S64"33'04.1 9"W
I L28
322.56'
N10'10'17.85 "W
L49
333.42'
NO'00'32.01 "W
47.97'
N64'33'04.19 "E
a
w
L19
66.99'
N9'51'29.27"W
I L40
99.18'
N79'46'44.89 "E
U
L20
57.00'
S10 *11'43.32 "E
L41
47.69'
N26- 42'51.03 "E
LU
3FT DEEP x 121N DIA. CONCRETE FOOTING.
L9
53.76'
N63' 17'08.97"W
I L29
57.00'
N 10' 10' 17.85" W
L50
256.47'
S63-17'08.97"E
C1
129.67'
375.00'
C14
106.25'
161.00'
- -- - -
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
L10
332.70'
N63'1 7"08.97"W
I L30
65.73'
N42'41'37.21 "E
L51
63.82'
S63'17'08.97'E
C2
99.67'
375.00'
C15
40.64'
93.50'
`
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
Z
C3
115.43'
375.00'
C16
19.96'
93.50'
r.
L11
147.52'
N63'1 7'08.97"W
I L31
75.47'
N79'49'42.00 "E
L52
76.00'
N23-18'26.68 "E
� a
MARKING NCDOT STD. SIZE COLOR
m
�
Y
°
C4
225.98'
375.00'
C17
33.77'
21.50'
PARKING SPACES - -- 41N WHITE
L12
198.87'
N66'41'33.32"W
I L32
78.88'
N79'49'42.00 "E
L53
126.33'
N23- 18'26.68 "E
r
cc Q
DIRECTIONAL ARROWS 1205.08 STD. WHITE
r
"W
M°
C5
59.46'
1000.00'
C18
235.21'
672.31'
LLJ
NO PARKING- FIRE LANE* - -- 41N YELLOW
L13
224.07'
N66'41'33.32"W
I L34
35.50'
N10'10'17.85
L54
134.04'
N18-55'04.85"W
II
HIGH - VISIBILTY CROSSWALK
1205.07
STD.
WHITE
STANDARD CROSSWALK
1205.07
STD.
WHITE
STOP BAR
1205.01
STD.
WHITE
EDGE LINES
1205.01
41N
WHITE
EDGE LINES
1205.01
41N
YELLOW
*NO PARKING- FIRE LANE MARKING SHALL CONSIST OF A 41N SOLID
YELLOW STRIPE AND 81N HIGH YELLOW TEXT "NO PARKING - FIRE LANE" AT
400 FT INTERVALS; FIRE LANES TO BE INSTALLED PER TOWN OF CARY
STANDARD 3050 -D (THERMOPLASTIC PAINT REQUIRED)
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR
PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD -RESIN TYPE PAINT.
L14
76.90'
S79'48'1 6.68 "W
I L35
195.67'
S79- 49'42.00"W I
L55
79.73'
S71'04'55.15"W
L15
101.91'
S79'48'1 6.68 "W
I L36
59.12'
S10'10'17.85 "E I
L56
40.19'
S18- 55'04.85 "E
L16
74.22'
565'18'23.11 "W
I L37
65.73'
N42- 41'37.21 "E I
L57
116.29'
516'07'12.29 "W
L17
74.89'
S71'51'13.02 "W
I L38
75.47'
N79- 49'42.00 "E I
L58
93.38'
S66-41'33.32 "E
L18
30.25'
S71'51'13.02 "W
I L39
47.97'
N64'33'04.19 "E
a
w
L19
66.99'
N9'51'29.27"W
I L40
99.18'
N79'46'44.89 "E
U
L20
57.00'
S10 *11'43.32 "E
L41
47.69'
N26- 42'51.03 "E
LU
C6
72.37'
286.00'
C7
30.25'
500.00'
C8
26.88'
500.00'
C9
191.27'
111.50'
C10
57.95'
229.00'
C 1 1
37.19'
557.00'
C12
76.52'
729.31'
C13
265.37'
729.31'
C19
68.63'
104.00'
C20
23.66'
36.50'
C21
9.87'
451.00' \
C22
110.00'
451.00'
C23
10.26'
22.00'
C24
78.67'
165.00'
C25
26.90'
36.50'
C26
57.48'
94.00'
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE CITY OF RALEIGH AND NCDOT
LEGEND
A
�d
1D
' 00
♦ ♦ ti
v c0
Z
V / �O V7
CY V
N !�!
�W Z -0
WZLU 2U_Z
W ..
Z
_j
(7)
Z(� cc 00
Z � o
W U
WNM..
•� LLJ
r� ~OW
�v U�U
Z ooZ
Z Q N N
I- cc w
O J m
j r 2
X� 2CUO)5
Z
Z ao z
Np Uzv
N ♦ ♦ =LL
to Q v J W
pi C-)
cc cc
H
m
U)
F
Z
LU
a
z
J
O
a
2
Q
O~
Z
Z
M
N
Q
W
W
■
U.
U
WY
W
W
N
S -
STORAGE UNIT
ZT
(3
W
��
LU
Fn
LL
O
U
L)
_
Z0
o�
a
w
U
U
L
U
LU
a
a
Lf)
Lf)
T
T
LU
r
N
Q
°
0
0
Z
m
oZ
� a
m
�
Y
°
p
M
L)
Z
a
r
cc Q
�
r
a
M°
0
LLJ
~
W
II
r
N O
C Z
LL!
J
r Ln
a
0 0
�
U)
F
Z
LU
0
Fm
a
z
J
O
a
2
Q
O~
O
aZ
M
N
Q
O
W
■
U.
U
WY
W
W
O
S -
STORAGE UNIT
ZT
(3
W
��
LU
LL
O
Z0
0
Fm
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686
N
I G-
GARAGE BAY
H
M
N
M
- MAINTENANCE SHOP
W
■
LPL
0 C-
COVERED PARKING SCALE IN FEET
W
T
O
S -
STORAGE UNIT
_
0 20 40 80 120
160
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686

212014 BASS. NIXON & KENNEDY. INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS. NIXON & KENNEDY. INC
M
N
O
v
O
N
cc
I 1
1
r, I
If
I ;
ll
I
I
#13
TYPE
3
/ 0
i"
0
i
i
OUTSIDE SWEPT PATH
A \\\ PATH OF FRONT WHEEL 90
\ o
INSIDE SWEPT PATH
8.0 ft
31.0 ft
STEERING LOCK ANGLE = 40.1 deg. \\
20.0 t/ ACHIEVED STEERING ANGLE:
30 deg. SWEEP ANGLE: 20.6 deg. ^\ \
60 deg. SWEEP ANGLE: 30.3 deg.
90 deg. SWEEP ANGLE: 35.0 deg. I \ \
120 deg. SWEEP ANGLE: 37.4 deg.
I 150 deg. SWEEP ANGLE: 38.7 deg. 200
180 deg. SWEEP ANGLE: 39.4 deg.
18.5 ft
1 I \
8.0 ft
I II
I \
I \ �
I
Ladder Fire Truck
Custom
�ftj
opyright (o) 2013, Tronsoft Solutions
OFT 1OF7 20Fr
� I
O �
46.50
8.00 20.00
Ladder Fire Truck
feet
Width 8.00
Track 8.00
Lock to Lock Time 6.0
Steering Angle 40.1
#3
TYPE
3
1 / I
I
ED
1 _ _
■ CID
V a)
�~
�
� � N
i C DQ
z 0 (0 Lr) I
ti O V
N
W z `. o
p W =aM
#2 �WJZ Leo
TYPE 1` 0p r
C
W LO U
u_ W W V) en
Q 111111
i
z
O
U
aF_
_ Q O�
z
x
Q oz
LL O
/ U
Ls) w
i' W 0
T 0
Q W
W ti
�o a
v
LL
/ �°
Er
/ —OFF / \/ / U
O
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE CITY OF RALEIGH AND NCDOT
I— N
W ■ LL
SCALE IN FEET LV T O
Cn
0 30 60 120 180 240 00
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686
-� ,-
#14
I \
\ I
TYPE
\ \
\
3
I
\
M
N
O
v
O
N
cc
I 1
1
r, I
If
I ;
ll
I
I
#13
TYPE
3
/ 0
i"
0
i
i
OUTSIDE SWEPT PATH
A \\\ PATH OF FRONT WHEEL 90
\ o
INSIDE SWEPT PATH
8.0 ft
31.0 ft
STEERING LOCK ANGLE = 40.1 deg. \\
20.0 t/ ACHIEVED STEERING ANGLE:
30 deg. SWEEP ANGLE: 20.6 deg. ^\ \
60 deg. SWEEP ANGLE: 30.3 deg.
90 deg. SWEEP ANGLE: 35.0 deg. I \ \
120 deg. SWEEP ANGLE: 37.4 deg.
I 150 deg. SWEEP ANGLE: 38.7 deg. 200
180 deg. SWEEP ANGLE: 39.4 deg.
18.5 ft
1 I \
8.0 ft
I II
I \
I \ �
I
Ladder Fire Truck
Custom
�ftj
opyright (o) 2013, Tronsoft Solutions
OFT 1OF7 20Fr
� I
O �
46.50
8.00 20.00
Ladder Fire Truck
feet
Width 8.00
Track 8.00
Lock to Lock Time 6.0
Steering Angle 40.1
#3
TYPE
3
1 / I
I
ED
1 _ _
■ CID
V a)
�~
�
� � N
i C DQ
z 0 (0 Lr) I
ti O V
N
W z `. o
p W =aM
#2 �WJZ Leo
TYPE 1` 0p r
C
W LO U
u_ W W V) en
Q 111111
i
z
O
U
aF_
_ Q O�
z
x
Q oz
LL O
/ U
Ls) w
i' W 0
T 0
Q W
W ti
�o a
v
LL
/ �°
Er
/ —OFF / \/ / U
O
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE CITY OF RALEIGH AND NCDOT
I— N
W ■ LL
SCALE IN FEET LV T O
Cn
0 30 60 120 180 240 00
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686