20140915 Ver 1 _T O Cary Sidewalk Improvements _20140822

N
N
cn
0
N
r�
V I
U
III
0
n
z
w
w�
>o
ON
nQ
�w
�o
<m
w
0
.m
z
w
LLJ
LL- 0 C�j C)
� z �
Q Q
U Q �
O IL (n
z cn w
O Q ~
LL-
� U
Q
� C)f
U)
Of
w �
W W
m�
F- Of
O J
Oz
LEI
Q
�w
V)
F-
Cn
Of
w �
W
W
cf)
F- Of
�
LL-
LEI
Q
v,
z
z
o
N
V J
Z
�
CL
�z
w
U
F-
(f)
D
0
W
n-**,
p
z
cn
WW
�>
���z
>
w
U
Q
of
Q=
O
p
Q
p
Z
U
F
_
�
>Za0
z
w
�
n
O
Lij
F-
U7
J
Q
p
U
U
U)
O
U)
Q
O
U
of
p
CD of
Qp
0
z
cn
Cn
Q
w �
W
cf)
DL�
Q
LL-
EY
0
°
z
�
o
Q�
V J
p
CL
U
U
W
(f)
D
0
W
n-**,
n
z
�O
J
>
>
J
EY
Q�
p
p
Z
00
z
°
LLI
z
�O
WW
�>
���z
>
w
o
W �
Q=
p
Q
p
Df
Q�
_
~
>Za0
O
Jz
0
>
LLj
0:� (f)
U)
O
(n
O
O
U
of
p
CD of
Qp
p
W Q
W J
�Y
a-
a_
0_Q
0_
Q
w0
L�
O
o<
U
O
W p
OO>-
U)����mZ
�
0
D
W
>U
Z
Q
Q
�Y
Y
Y
Q
CY
L�
m
J
Y LLJ
of
Q
of
Q
m
p J
m
QOf
W
Q_
O
w
0
w
=U
>-
a_ C)
:2
LL
p
CD�
LLI
Z
>- O
Q
Q
:2
Z
�
m
3:
Q
U
U
U
�
Zp
OUW
p
W
W
U
p
O
N
p0
Ln
3:Z
(n
cn
o
T-
W U
r
(A Q
N NO � LO co I� 00 rn
W W W W W W W W W
U) U) U) U) U) U) U) U) U)
U)
U)
0
LL
0 p
U) Q
Q
Of
W
LL
m

F -r
\\ \\ \ \ \ \\ \
RIVER BASIN: NEUSE
WATER SHED: SWIFT CREEK
DATA SOURCE: USGS QUAD AND/OR
WAKE COUNTY SOILS
SURVEY MAPPING
WAY
PA IZK
FARM RO A� \ \ \ // \ \ \\ \
AR 1111107
BUFFER IMPACTS THIS MAP
SEE IMPACT SUMMARY THIS SHEET
C�% TO '�RYON ROAD
V
PROJECT: ST -1210
SIDEWALK IMPROVEMENTS
BID YEAR 2014
SE CARY PKWY OPPOSITE HAMPTON VALLEY RD.
SITE #1
PROPOSED 5• I I TOWN OF CARP
CONC. SIDEWALK �
TO K1`pA�RE \ `\\ �/// \\ \\ .,\ EXISTING — --` _--
JK
CURB & GUTTER
+00
ORmob
% \ E 434—
\ • .� \ 432_
\ \
NOW OR FORMERLY
_ — \�X, SSPE • . '� `1`I \ _ _ / PIN: 0763-19-60-1660
\ \ \ \ CARY PARKWAY DAYCARE II 43()NO
� POWER PROPERTIES LLCM , �2�
_300 SE CARY PKWY
CARY, NC 27511-7601
DB 10532 PG 0585
426 x 10
\
llluA
\ \ \00S \ \ \ \ I \ \
AN
LAT: N 35' 45' 8" \ \ � \ \
' MH -A
LONG: � -78' 46�39" \\
pVC SEWER LINEEX. IB
NOW OR FORMERLY
PIN: 0763-19-50-8612
RIDGEVIEW ASSOCIATES LLC
2431 SCHIEFFELIN RD
� APEX, NC 27502-6330 49
108 RIDGEVIEW DRI
DB 08542 PG 2759
BM 2002 PG 00652
GENERAL NOTES: � ` '�40N
1) THIS IS NOT A BOUNDARY SURVEY. ` � �1` 1 0e�,
2) COORDINATES SHOWN HEREON ARE � ��' � �'t'Cy �\
BASED ON NC GRID (NAD 83). `,
3) WETLAND LINES WERE DELINEATED ` \
IN THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET. 60,
20' 10' 0
10' 20'
SCALE: 1 If
= 20'
GRAPHIC SCALE
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1" = 20'
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
PROJECT
ENGINEER
BOB
SHULTES
RIPARIAN BUFFER IMPACTS
ZONE 1 IMPACT = 0.00 S.F.
ZONE 2 IMPACT = 186 S.F. / 0.004 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F.
ZONE 2 IMPACT = 186 S.F.
LEGEND:
EXISTING PROPERTY LINE
EXISTING RIGHT—OF—WAY
EXISTING IRON PIPE
EXISTING IRON STAKE
PROPOSED DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED DEMOLITION AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
/ 0.004 ACRES
a
\\
\
\\ \\ \ \ \ \\ \
RIVER BASIN: NEUSE
WATER SHED: SWIFT CREEK
DATA SOURCE: USGS QUAD AND/OR
WAKE COUNTY SOILS
SURVEY MAPPING
WAY
PA IZK
FARM RO A� \ \ \ // \ \ \\ \
AR 1111107
BUFFER IMPACTS THIS MAP
SEE IMPACT SUMMARY THIS SHEET
C�% TO '�RYON ROAD
V
PROJECT: ST -1210
SIDEWALK IMPROVEMENTS
BID YEAR 2014
SE CARY PKWY OPPOSITE HAMPTON VALLEY RD.
SITE #1
PROPOSED 5• I I TOWN OF CARP
CONC. SIDEWALK �
TO K1`pA�RE \ `\\ �/// \\ \\ .,\ EXISTING — --` _--
JK
CURB & GUTTER
+00
ORmob
% \ E 434—
\ • .� \ 432_
\ \
NOW OR FORMERLY
_ — \�X, SSPE • . '� `1`I \ _ _ / PIN: 0763-19-60-1660
\ \ \ \ CARY PARKWAY DAYCARE II 43()NO
� POWER PROPERTIES LLCM , �2�
_300 SE CARY PKWY
CARY, NC 27511-7601
DB 10532 PG 0585
426 x 10
\
llluA
\ \ \00S \ \ \ \ I \ \
AN
LAT: N 35' 45' 8" \ \ � \ \
' MH -A
LONG: � -78' 46�39" \\
pVC SEWER LINEEX. IB
NOW OR FORMERLY
PIN: 0763-19-50-8612
RIDGEVIEW ASSOCIATES LLC
2431 SCHIEFFELIN RD
� APEX, NC 27502-6330 49
108 RIDGEVIEW DRI
DB 08542 PG 2759
BM 2002 PG 00652
GENERAL NOTES: � ` '�40N
1) THIS IS NOT A BOUNDARY SURVEY. ` � �1` 1 0e�,
2) COORDINATES SHOWN HEREON ARE � ��' � �'t'Cy �\
BASED ON NC GRID (NAD 83). `,
3) WETLAND LINES WERE DELINEATED ` \
IN THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET. 60,
20' 10' 0
10' 20'
SCALE: 1 If
= 20'
GRAPHIC SCALE
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1" = 20'
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
PROJECT
ENGINEER
BOB
SHULTES
RIPARIAN BUFFER IMPACTS
ZONE 1 IMPACT = 0.00 S.F.
ZONE 2 IMPACT = 186 S.F. / 0.004 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F.
ZONE 2 IMPACT = 186 S.F.
LEGEND:
EXISTING PROPERTY LINE
EXISTING RIGHT—OF—WAY
EXISTING IRON PIPE
EXISTING IRON STAKE
PROPOSED DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED DEMOLITION AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
/ 0.004 ACRES
a

F -r
SE GARY PARKWAY
� TO HWY 64/1
SR 39 77
PROPOSED 5'
CONC. SIDEWALK
Z
0
co
0
EXISTING
\ , CURB & GUTTER
CB \ \
- • .a. � ` Tr • - .- �� � +..�..r. � ' � �� • •7� - - '_'i4{� +,iii •�}• .� • •�' • Z� � �'.�. • • . \ \ ' ' . ' . 1,0� 0
LJ LJ SFLJ LJ IJSF U �`� �'�' �.�\ '�_.' •••,, / 0
EXIST. ROW = - \
_ \ 355
58 / � � � � � — 3 3 �\_ \ 354. � � : �•�'' � ' ��
355
BUFFER IMPACTS THIS MAP
SEE IMPACT SUMMARY THIS SHEET
RIVER BASIN:
WATER SHED:
DATA SOURCE:
NEUSE
SWIFT CREEK
USGS - WAKE HYDRO
AND SOILS MAPPING
To 1RYp� READ
i F \ 35i1 X. SIDEWgLK i
3
0000, "k>�L L HEADWgL� - EX, ROW
PROPOS D SILT \ �� \ q -
FEN CE (SF) �` � \ �, \ - — GUgj
RSL
E-1 LAT: N 35' 44' 42"
NOW OR FORMERLY 70NE-2 Z BUFF LONG: E -78' 45 50 Q �O
PIN
• 0762-12-95-9823 UFFER RSP Q`
TOWN OF CARY
P 0 BOX 8005
CARY, NC 27512-8005
DB 04289 PG 0085
BM 0987 PG 00690
RIPARIAN ID
20' o' 0 101
20'
w'�
F,r •
TSA
�F
H
♦ _ eRANCh,
40'
SCALE: 1" = 20'
Ci�IOWA a*8too 000CA00
GENERAL NOTES:
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3) WETLAND LINES WERE DELINEATED
IN THE FIELD BY __________-
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROJECT: ST -1210
SIDEWALK IMPROVEMENTS
BID YEAR 2014
SE CARY PKWY OPPOSITE THURSTON DRIVE
SITE #2
T OWN OF CARP
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1" = 20'
STORM WATER
ENGINEER
PROJECT
ENGINEER
IAUGUST 4, 2014 I N/A I SHUL ES
STREAM BUFFER IMPACTS
ZONE 1 IMPACT = 252 S.F. / 0.006 ACRES
ZONE 2 IMPACT = 146 S.F. / 0.003 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 252 S.F.
ZONE 2 IMPACT = 146 S.F.
LEGEND:
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING IRON PIPE
EXISTING IRON STAKE
PROPOSED DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED DEMOLITION AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
/ 0.006 ACRES
/ 0.003 ACRES

F -r
r.�
PHOTO #3
FACING NORTH (SITE DEVELOPMENT)
' (SEE ATTACHED)
Y�
CARY CITY UMIT
75; mom MORRISA �1G5�
I
' I ' - '
U -E CITY UMIT ~ 0
zwomm
o�
CD
\ O 2 cD
\ \ I ��
�\\
NO BUFFER IMPACTS THIS MAP
JUSTIFICATION:
JURISDICTIONAL STREAM / RIPARIAN BUFFER
BEGINS OUTSIDE PROPOSED WORK AREA.
PROJECT SITE IS NOT SUBJECT TO BUFFER RULES.
EXIST. ROADWAY
CONC. ISLAND
'SR 16 3 5
w0A\EX �oP
MCCRI o�PN SWALE FOR
00010
DRAINIAGE
PROPOSED
15" RCP FOR
POSITIVE
DRAINAGE
PROPOSED ROCK SED. PIPE TRAP /
TYPE 326" NCDOT STD. 1635.02 � 0000 0000
00000 0000-0 -w�
i 0 i
000
.00l
'00.�
PROPOSED TEMPORARY
SILT FENCE OUTLET
/ -- 370— -
TOC STD. 04000.23
00 // o�
EXIST. NCDOT
ROW MONUMENT
nv�r MONUMENT
20' 10' 0 10' 20'
(TYP.)
SCALE: 1" = 20'
GRAPHIC SCALE
i
0
,N
A1,
ago
40000
00-01.01
-F � Seo
woovpC
PdO
AZO
i
.G
mom
now
mum
P
Z — 37600010
—�
00
EDGE OF ROADWAY
(TYP.)
�0
0
i
sow
i
W P �pE
_ \
\� \ PHOTO #2
\ \ FACING NORTH
(SEE ATTACHED)
PHOTO #1
FACING SOUTH -o
(SEE ATTACHED) O� O
n �
� y
�2
RIVER BASIN: NEUSE
WATER SHED: SWIFT CREEK
DATA SOURCE: USGS - WAKE HYDRO
AND SOILS MAPPING
PROPOSED 5' CON C.
SIDEWALK
PROPOSED SILT FENCE
(TYP.)
NOW OR FORMERLY PIN
0745-01-38-6639 DEAN, JULIA R,
JAMES A & FLORA M 204
GRAYWICK WAY CARY, NC
27513-1611 DB 05210 PG 0314 BM
1982 PG 717 TRA -2
GMERAL NOTES:
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3) WETLAND ONES WERE DELINEATED
IN THE FIELD BY
4) BOUNDARY ONES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROJECT: ST -1210
SIDEWALK IMPROVEMENTS
BID YEAR 2014
MCCRIMMON PARKWAY SIDEWALK
SITE #3
TOWN OF CARP
TRANSPORTATION
FACILITIES DEPARTMENT
NORTH
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1" = 20'
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
PROJECT
ENGINEER
BOB
SHULTES
RIPARIAN BUFFER IMPACTS
ZONE 1 IMPACT = 0.00 S.F.
ZONE 2 IMPACT = 0.00 S.F. / 0.000 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F.
ZONE 2 IMPACT = 0.00 S.F. / 0.000 ACRES
EXISTING PROPERTY UNE
EXISTING RIGHT—OF—WAY
EXISTING IRON PSE O EIP
EXISTING IRON STAKE O EIS
PROPOSED DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED DEMOLTION AREA —
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA

20' 10' 0 10'
1
NO BUFFER IMPACTS THIS MAP
JUSTIFICATION.-
JURISDICTIONAL
USTIFICATION.JURISDICTIONAL STREAM/RIPARIAN BUFFER
BEGINS OUTSIDE PROPOSED WORK AREA.
RIPARIAN BUFFER CHANNEL PREVIOUSLY
IMPACTED PREVIOUS DEVELOPMENT
NOW OR FORMERLY
PIN 0752-12-75-7798
HAASE, DAVID G & JENNIFER M
105 GOVAN LN
CARY, NC 27511-6414
DB 04957 PG 0672
BM 1974 PG 0350
PROPOSED 5' SIDEWALK
409 411
-408-�
I 41 � 407 \� 410 . 2
405 \
/ \ I _411
-x� O
409 EX. ROW 10
vn
\ ` - 408 --.. 409
\Q 1
-408- ..... .
�. .
•�� i i its .TTr..TTr TTr .................. ........................
i
...................... ... ...... ... .. ... ... .. ... .... w
..................
20'
SCALE: 1" = 20'
GRAPHIC SCALE
QUEENSFERRY ROAD
TOWN MAINTAINED 60' R/W
SPEED LIMIT 25 MPH
RIVER BASIN:
WA TER SHED:
DA TA SO URGE:
NEUSE
SWIFT CREEK
USGS QUAD AND/OR
WAKE COUNTY SOILS
SURVEY MAPPING
II
II �
II l
11 \
_\--LAT�: N 3544139"
II
LONG: E -78048'20"
--------------------
II
EX. CATCH EX. ST
BASIN (TYP.) DRAIN
PIPE
GENERAL NOTES:
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3) WETLAND LINES WERE DELINEATED
N THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROJECT: ST -`12110
SIDEWALK
PROPERTY LINE
IMPROVEMENTS
RIGHT-OF-WAY
EXISTING
IRON PIPE
EXISTING
BID
PROPOSED
DENUDED AREA
YEAR
20`14
QUEENSFERRY ROAD AT GOVAN LANE
si TE #4
TOWN OF CARY
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1"=20'
AUGUST 4, 201
STORM WATER
ENGINEER
N/A
PROJECT
ENGINEER
BOB
SHULTES
RIPARIAN BUFFER IMPACTS
ZONE 1 IMPACT = 0.00 S.F. / 0.000 ACRES
ZONE 2 IMPACT = 0.00 S.F. 0.000 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F. / 0.000 ACRES
ZONE 2 IMPACT = 0.00 S.F. / 0.000 ACRES
LEGEND:
EXISTING
PROPERTY LINE
EXISTING
RIGHT-OF-WAY
EXISTING
IRON PIPE
EXISTING
IRON STAKE
PROPOSED
DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED DEMOLITION AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
IN
J

NOW OR FORMERLY
PIN 0752-16-84-2993
11 MILLER, DAN C & LISA L WATSON
1107 QUEENSFERRY RD
CARY, NC 27511-6426
DB 08309 PG 2187
BM 1978 VOL 4 PG 0404
o rn 00 N /
S (o
ol
1 Icoco
I I �
_
,-*EX. ROW I
I
I ,
1 I
i
I
� I
EXIST. YARD INLET
LAT: N 35'44'30"
LONG: E -78'48'11"
�c
\ \ \
�1 O
PROJECT: ST -1210
SIDEWALK IMPROVEMENTS
BID YEAR 2014
1107 & 1109 QUEENSFERRY ROAD
SITE #5
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1 "=20'
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
RIPARIAN BUFFER
ZONE 1 IMPACT = 0.00 S.F. /
ZONE 2 IMPACT = 0.00 S.F.
PROJECT
ENGINEER
BOB
SHULTES
MPACTS
0.000 ACRES
0.000 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F. / 0.000 ACRES
ZONE 2 IMPACT = 0.00 S.F. / 0.000 ACRES
LEGEND:
o o EXISTING PROPERTY LINE
�EX. STORM
► I DRAINAGE EXISTING RIGHT-OF-WAY
►
TO GOVAN LN. ► PIPE (TYP.) TO EDINBURGH DR. EXISTING IRON PIPE
��
® EXISTING IRON STAKE
I
I EX_ CATCH PROPOSED DENUDED AREA
20' 10' 0 10' 20'
SCALE: 1" = 20'
GRAPHIC SCALE
W A 1 '�'.H SHED: S W IF 1' L'REEK
DATA SOURCE: USGS QUAD AND/OR
WAKE COUNTY SOILS
SURVEY MAPPING
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3) WETLAND LINES WERE DELINEATED
IN THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROPOSED SIDEWALK AREA
PROPOSED DEMOLITION AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
3
J

NOW OR FORMERLY
PIN 0752-16-94-3624
THE LIVING TRUST OF
FASIH AHMED & MEHBOOB JAHAN SHAIKH
P 0 BOX 5092
CARY, NC 27512-5092
421 RUTHERGLEN DR
DB 10705 PG 0284
BM 1978 VOL 4 PG 0404
M
�O
EX. PIPE INLET (GIS)
LAT: N 35'44'27" I
LONG: E -78847'59"
\ I
\
444.1
\ \
NOW OR FORMERLY \\ \\
'T BOWERS, O PIN 0752-16-94-4696
BOWERS, NANCY R \ \
19 1203 QUEENSFERRY RD
Q CARY, NC 27511-6428 \ \
DB 08566 PG 1583
BM 1980 PG 1050
J
rri
\sem\
?
aTO GOVAN LN.
l �
RIVER BASIN:
WATER SHED:
DATA SOURCE:
NEUSE
SWIFT CREEK
USGS QUAD AND/OR
WAKE COUNTY SOILS
SURVEY MAPPING
20' 10' 0 10'
SCALE: 1" = 20'
20'
GRAPHIC SCALE
� TO EDINBURGH DR. /
/ �EX. STORM
DRAINAGE
NO BUFFER IMPACTS THIS MAP
JUSTIFICATION. -
JURISDICTIONAL STREAM/RIPARIAN BUFFER
BEGINS OUTSIDE PROPOSED WORK AREA.
RIPARIAN BUFFER CHANNEL PREVIOUSLY
IMPACTED PREVIOUS DEVELOPMENT
�Y� (1
PIPE YI'.)
IEX. CATCH 1
I
BASIN (TYP.)
GENERAL NOTES:
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3) WETLAND LINES WERE DELINEATED
IN THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROJECT: ST -1210
SIDEWALK IMPROVEMENTS
BID YEAR 2014
1203 QUEENSFERRY ROAD
SITE #6
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1 "=20'
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
RIPARIAN BUFFER
ZONE 1 IMPACT = 0.00 S.F. /
ZONE 2 IMPACT = 0.00 S.F.
PROJECT
ENGINEER
BOB
SHULTES
MPACTS
0.000 ACRES
0.000 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F. / 0.000 ACRES
ZONE 2 IMPACT = 0.00 S.F. / 0.000 ACRES
LEGEND:
EXISTING
PROPERTY LINE
EXISTING
RIGHT-OF-WAY
EXISTING
IRON PIPE
EXISTING
IRON STAKE
PROPOSED
DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED DEMOLITION AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
J

NOW OR FORMERLY
PIN 0762-09-16-6605
MACGREGOR DOWNS COUNTRY CLUB LTD
22 430 SAINT ANDREW LN
CARY, NC 27511-6550
DB 03076 PG 0491
G --J EX. ROW
=----------
NO BUFFER IMPACTS THIS MAP
JUSTIFICATION.-
JURISDICTIONAL
USTIFICATION:JURISDICTIONAL STREAM/RIPARIAN BUFFER
BEGINS OUTSIDE PROPOSED WORK AREA.
RIPARIAN BUFFER CHANNEL PREVIOUSLY
IMPACTED PREVIOUS DEVELOPMENT
RIVER BASIN:
WATER SHED:
DATA SOURCE:
NEUSE
SWIFT CREEK
USGS QUAD AND/OR
WAKE COUNTY SOILS
SURVEY MAPPING
NOW OR FORMERLY
PIN 0762-09-16-6605
MACGREGOR DOWNS COUNTRY CLUB LTD
22 430 SAINT ANDREW LN
CARY, NC 27511-6550
DB 03076 PG 0491
O
EX. DRIVEWAY
_
EDINBURGH DRIVE _
TO QUEENSFERRY RD. I
TOWN MAINTAINED 60 R/W � � � - - - Z ` - � a' TO GLASGOW RD.
& US HW Y 6 4 SPEED LIMIT 25 MPH
O
at
20' 10' 0 10' 20'
SCALE: 1" = 20'
GRAPHIC SCALE
1
1
NOW OR FORMERLY
PIN 0762-09-16-6605
t MACGREGOR DOWNS COUNTRY CLUB LTD
430 SAINT ANDREW LN
CARY, NC 27511-6550
DB 03076 PG 0491 GENERAL NOTES:
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3 WETLAND LINES WERE DELINEATED
IN THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROJECT: ST -1210
SIDEWALK IMPROVEMENTS
BID YEAR 2014
EDINBURGH DRIVE AT MACGREGOR DOWNS
COUNTRY CLUB GOLF COURSE
SITE #7
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1 "=20 )
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
RIPARIAN BUFFER
ZONE 1 IMPACT = 0.00 S.F. /
ZONE 2 IMPACT = 0.00 S.F.
PROJECT
ENGINEER
BOB
SHULTES
MPACTS
0.000 ACRES
0.000 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F. / 0.000 ACRES
ZONE 2 IMPACT = 0.00 S.F. / 0.000 ACRES
LEGEND:
EXISTING
i
i
i
i
i
I
i
A
I
EXISTING
IRON PIPE
I
IRON STAKE
PROPOSED
I
'
O
at
20' 10' 0 10' 20'
SCALE: 1" = 20'
GRAPHIC SCALE
1
1
NOW OR FORMERLY
PIN 0762-09-16-6605
t MACGREGOR DOWNS COUNTRY CLUB LTD
430 SAINT ANDREW LN
CARY, NC 27511-6550
DB 03076 PG 0491 GENERAL NOTES:
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3 WETLAND LINES WERE DELINEATED
IN THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROJECT: ST -1210
SIDEWALK IMPROVEMENTS
BID YEAR 2014
EDINBURGH DRIVE AT MACGREGOR DOWNS
COUNTRY CLUB GOLF COURSE
SITE #7
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1 "=20 )
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
RIPARIAN BUFFER
ZONE 1 IMPACT = 0.00 S.F. /
ZONE 2 IMPACT = 0.00 S.F.
PROJECT
ENGINEER
BOB
SHULTES
MPACTS
0.000 ACRES
0.000 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F. / 0.000 ACRES
ZONE 2 IMPACT = 0.00 S.F. / 0.000 ACRES
LEGEND:
EXISTING
PROPERTY LINE
EXISTING
RIGHT-OF-WAY
EXISTING
IRON PIPE
EXISTING
IRON STAKE
PROPOSED
DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED DEMOLITION AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
3
J

1.000,
00000
10000
/ /
490
491
492
493
494
EX. CONC. SIDEWALK
494
EX. CURB & GUTTER
493
TO DILLARD DR.
v
�0
i
\ A Y
I
cn
EX. PIPP INLET ,
1 LAT: N 35045'33"
LONG: E —78'44'44" no
RIP A �j
a,�8bo EX SWALE
EX. PARKING LOT
U
V Db I
c�a �goD ✓u PROPOSED 5' SIDEWALK
ss
....
.....
...........................
y. '.............. .................�....�,,,,,,...........
EX. STORM D
' LINE (TYPJ
-
EX. 6" PVC DRAIN LINE
7iTT7-7-1-1-1-1-I-I I I
491
492
PROPOSED MILLING
�—PROPOSED 2.5'
& CURB &GUTTER
NEW PAVEMENT LIMITS ................
—��
PROPOSED PAVEMENT
® AND MATCH EXISTING
® ; ' ROADWAY GRADE
J
—7,•' \ \
41
\
—IT 35'45 32w_ —
_ J -�
LONG: E_ —78'44'45"
so,
//�
G,
roe r1x�,� 20' 10' 0
SCALE: 1 " = 20'
Gc,
PROPOSED 2.5'—J
CURB & GUTTER
PROPOSED MILLING & -
NEW PAVEMENT LIMITS
PINEY PLAINS RD.
SR 1423 (R/W VARIES)
TO WALNUT ST.
NiO BUFFER IMPACTS THIS MAP
JUSTIFICATION:
JURISDICTIONAL STREAM/RIPARIAN BUFFER
BEGINS OUTSIDE PROPOSED WORK AREA.
RIPARIAN BUFFER CHANNEL PREVIOUS --Y
IMPACTED PREVIOUS DEVELOPMENT
RISER BASIN:
WATER SHED:
DATA SOURCE:
10' 20'
i
GRAPHIC SCALE
NEUSE
SWIFT CREEK
USGS QUAD AND/OR
WAKE COUNTY SOILS
SURVEY MAPPING
GENERAL NOTES:
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3) WETLAND LINES WERE DELINEATED
IN THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROJECT: ST -1223
SIDEWALK IMPROVEMENTS
BID YEAR 2014
1500 PINEY PLAINS ROAD
SITE #8
� I
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
wry
SCALE: 1 "=20'
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
RIPARIAN BUFFER
►�i]�I�i�l�l�_[�Si�iI����
ZONE 2 IMPACT = 0.00 S.F.
PROJECT
ENGINEER
BOB
SHULTES
MPACTS
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 0.00 S.F.
ZONE 2 IMPACT = 0.00 S.F.
LEGEND:
EXISTING PROPERTY LINE
EXISTING RIGHT—OF—WAY
EXISTING IRON PIPE
EXISTING IRON STAKE
PROPOSED DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED MILLING AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
�000000��

\
N
GoASS
t �
ooe
�pK�l���/EXIST. CURB &GUTTER I�ARy PA�"�
sw sR 7� 10 � /pill
� 39 PROPOSED 5' CONCi
rSIDEWALK �
FARMS RD..
;E)q�r. -Row'
\ \ EXIST. ASPHALT WALKING
TRAIL TO BE -DEMOLISHED /
\\ N \ \ SLOPE LIMITS
K �
:71
PROPOSED ` ` \ `\
SILT FENCE
ooe
-CT: N 35451 1
♦ ROP , ' i ♦i / / /, / / LONG: E---78 47 4\
\ /31
♦ice\�� \ /�� \. ol
,
kp \\� .01365 `-
/ \ oQ ����'�i�o
ao-
010- er
. �
I LA 5
/� N \\ E47
I I / E 8�45
11
-002 \ \\ \ \ \\\\ N \ 1 Ilr
ti z
wF \ \ \ \ \\\ \ \ I 1 _I�
® SPP � \ \ \ ♦,
ofNOW OR FORMERLY \ \ \ ��
co
PIN:0752-99 8819
KF HOA II INC \ \ \\\
YORK PROPERTIES INC \ \\ \ \\
OCAMERON
RA 7 \ \ \\
RALEIGH, C 27 605-1 30
DD 10494 PG 0261 \ \ \
20' 10'
e \
0 10' 20' 40'
SCALE: 1" = 20'
GRAPHIC SCALE
RIVER BASIN.
WA TER SHE'D:
DATA S 0 URCE:
NEUSE
SWIFT CREEK
USGS QUAD AND/OR
WAKE COUNTY SOILS
SURVEY MAPPING
e
0
BUFFER IMPACTS THIS MAP
SEE IMPACT SUMMARY THIS SHEET
GENERAL NOTES:
1) THIS IS NOT A BOUNDARY SURVEY.
2) COORDINATES SHOWN HEREON ARE
BASED ON NC GRID (NAD 83).
3) WETLAND LINES WERE DELINEATED
IN THE FIELD BY
4) BOUNDARY LINES SHOWN HEREON
ARE BASED AS STATED ON
INDIVIDUAL SHEET.
PROJECT: ST -1 223
SIDEWALK IMPROVEMENTS
BID YEAR 2014
SW CARY PARKWAY BETWEEN LAKE PINE DR.
AND KILAREY DR. /TWO CREEKS RD.
SITE #9
TRANSPORTATION
FACILITIES DEPARTMENT
316 N. ACADEMY STREET
CARY, N.C. 27513
SCALE: 1 "=20'
AUGUST 4, 2014
STORM WATER
ENGINEER
N/A
RIPARIAN BUFFER
ZONE 1 IMPACT = 85 S.F.
ZONE 2 IMPACT = 382 S.F. /
PROJECT
ENGINEER
BOB
SHULTES
MPACTS
C@][Qfy�s[y:�
0.009 ACRES
PROPOSED IMPERVIOUS AREAS
ZONE 1 IMPACT = 85 S.F. / 0.002 ACRES
ZONE 2 IMPACT = 382 S.F. /
LEGEND:
EXISTING PROPERTY LINE
EXISTING RIGHT—OF—WAY
EXISTING IRON PIPE
EXISTING IRON STAKE
PROPOSED DENUDED AREA
PROPOSED SIDEWALK AREA
PROPOSED DEMOLITION AREA
ZONE 1 IMPACT AREA
ZONE 2 IMPACT AREA
0.009 ACRES
Al
�000000�v
J