20120334 Ver 1_Site Plan_20120509

4/1VIZUIZ IU: 14 HM; L: \AUtO(,HU
D =
z
Om
D FT1
Cf) X
(/) Cf)
O �
C) z
D G-)
FT1
(f C
G
FT1
D
[f)
�7
O
G
0
FT1
0
0
C
n
FT1
Ineering \lu -4UUJ UMHZ U —JI l4 Bran Vllle uounty ureen way \uu— urawln gs \u4 —:�,n eets \UUUI LAIJIINU JYILLIJ.OWg; ui.U— UVerall LXIsting; UJjuu,+uou
a
�Z
y O
0
ww �
^
w ti ti
ti �a� n
v2
\`b �c
Cb
v ��z
^
ti
I /
. 1
664.61,
�
P1
l
>>3228 �C Ca CDC)
N .ti � O
tip"
vti
2
2 l)c�
n
0
ti I� FF
I�
O
z
a) �
v CD
ti
n
O
-T
o
FT1
O
o m
O
-Ti
Z
FT1
FT1
l
N
O
^ )
O G
O
ti I� FF
I�
I
ALTEC INDUSTRIES, INC.
DB 616/783
PB 9/105
{ POND DRIVE
50' PRIVATE
n ACCESS EASEMENT
FLEMING FAMILY
CEMETERY
` 1 N4333'08 "E
307.45'
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
o x ° * < m m CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
^
z
a) �
v CD
ti
0 cy) _
J
C)
Z
f
l
^ )
O G
r w
ALTEC INDUSTRIES, INC.
I
I
ALTEC INDUSTRIES, INC.
DB 616/783
PB 9/105
{ POND DRIVE
50' PRIVATE
n ACCESS EASEMENT
FLEMING FAMILY
CEMETERY
` 1 N4333'08 "E
307.45'
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
o x ° * < m m CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
^
z
a) �
v CD
ti
0 cy) _
o
C)
Z
f
l
^ )
O G
r w
ALTEC INDUSTRIES, INC.
I
DB 6161783
t
PB 9/105
z
I
ALTEC INDUSTRIES, INC.
DB 616/783
PB 9/105
{ POND DRIVE
50' PRIVATE
n ACCESS EASEMENT
FLEMING FAMILY
CEMETERY
` 1 N4333'08 "E
307.45'
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
o x ° * < m m CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
■
mWSPm
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
Z Fn m
z
a) �
v CD
N
o
C)
Z
o�
^ )
O G
r w
O
z
m
m
�
z
U)
m
m v
n D
m
m m
V
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
■
mWSPm
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

F� I y/ZU I Z I U: 10 HM; L: \AUtOUAU tiles
D =
z
oFT1
D m
C/) x
Ln Cf)
O
0 z
D G7
� Cf')
(n C
G
FT1
D
Ln
O
G
FT1
0
Uj
0
C
n
FT1
rojects \Lngmeering \lu -4uu,) UMAZ c -3114 Granville county ureenway \uu— urawings \u,+— aneets \uuul Lxibm'4U bmLLIJ.awg; cl.l— Lxisting; UJJGU4uou
POO
w1
r ,
SS
SS
�O
�-ij
o�
� O
m
N �
r
r
O
z
z
W
n
O
0
-Ti
FT1
Mm
O
o �
r
-Ti
...
FT1
FT1
Z
G)
T
o�
wo
N
O
rojects \Lngmeering \lu -4uu,) UMAZ c -3114 Granville county ureenway \uu— urawings \u,+— aneets \uuul Lxibm'4U bmLLIJ.awg; cl.l— Lxisting; UJJGU4uou
POO
w1
r ,
SS
SS
�O
�-ij
o�
� O
m
N �
r
r
O
......................................
z
.
W
00
0
......................................
Z �
0
Z C7
Mk
p o
N
0
z
Z
C0
m
r
...
m
Z
G)
T
o�
wo
I
Of
�
U
-Ti
FT1
0-) m
°
I
O
/
z
m
m
n p
D
-Ti
FT-1
U ,R
N
W
N
5
X
p m
m
O
:
z
:.... ................
W
W W
I
� O
I
!1
<01
O�
�z
C
� r
� O z
w
O C w o
0
z N U
/�
S Uj I-Tj CO�
-7j
� -j
O
zr
FrI
m
�'
� ?mom
0
zz
mo
rn
c -c
no
m;Y�
FTJ
0
ry
Z� V) mm
F-
r
� D O
z Q7 Di _
W
W N N o) C
(n
z
P
I.
z �
vj
z
Uj COq
0 \�2 •
I.
I �
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
CO o x m CMAQ C- 5114 GRANVILLE COUNTY GREENWAY
Z �
0
Z C7
Mk
p o
N
0
z
Z
C0
m
Z
G)
T
o�
wo
Z
Of
�
U
-Ti
FT1
0-) m
°
I
O
/
z
m
m
n p
D
-Ti
FT-1
N
W
N
FT1
X
p m
O
V
I
I
!1
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
CO o x m CMAQ C- 5114 GRANVILLE COUNTY GREENWAY
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
•I
1
s � �
/ °
U1
0 Cli
\ L
N)
z� �z -0 00
Ln m�o
Z� m
r
z
0
1 r y cn c,w
V CO
�1r
Om I -0 0 O
I �o
Uj 0j
z cy) C
(A FTJ
l
l z
/ SELLS
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
Z �
0
Z C7
Mk
p o
N
0
z
Z
C0
m
Z
G)
T
o�
wo
Z
m
m
U
z
m
m
n p
D
X
p m
V
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
•I
1
s � �
/ °
U1
0 Cli
\ L
N)
z� �z -0 00
Ln m�o
Z� m
r
z
0
1 r y cn c,w
V CO
�1r
Om I -0 0 O
I �o
Uj 0j
z cy) C
(A FTJ
l
l z
/ SELLS
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

7.3=
w
21
STEEL
3"
LOCK PIN
HINGE PIN
HINGED BARRIER BOLLAR
PLAN (NTS)
06 x 3 x 1/4—'
,.-..--SUBGRADE
VAN
(MIN.)
GROUND
RACKFILL—\
7-1/4-
STAPLES OW
1"o x 10"
co
IN TRENCH
STEEL PIN—"-�
MIN
HOLE FOR [9
SELECT SAND
MATTING SHALL BE
PROJECT * 074029
DRAWN BY. JWE
STAPLES OW
PLACED IN TRENCH
o
AND BACKPILLED
IN TRENCH
LOCK
-04
TACK WELD PIN
CAP (TYP-)
1 0 x 10" STEEL PIN
FINISHED, ' 4'
GRADE
'HINGE
STEEL PLATE
1/4K
3 x 6-1/4" x 1/2"
PIN
TYP\
4.
STEEL PLATE
4 4
A'
Z
3" x 13" x 1/2"
% C .- 4-'
CONCRETE RETE FOOTING
4
2 C x 2'.6" x 2'-0" .
4
4
A7
1 4 TYP.
/L
4 .4
/2" x 1-1/2" x 1/4"
HINGED
BARRIER BOLLARD
SECTION
(NTS)
aWUAKL
HINGED BARRIER BOLLARD
C14
a
4w
•o
•
•
•
40
WA
■
u
w
w
dW
4w
0
1�
1" x 1" REVEAL
6" x 6"
TREATED
TIMBER
NTS
lei"
,.-..--SUBGRADE
VAN
(MIN.)
GROUND
RACKFILL—\
ONCRETE FOOTING
STAPLES OW
3 3 600 PSI)
IN TRENCH
MIN
SELECT SAND
MATTING SHALL BE
PROJECT * 074029
DRAWN BY. JWE
STAPLES OW
PLACED IN TRENCH
V CENTERS'
AND BACKPILLED
IN TRENCH
NTS
lei"
EXISTING
VAN
(MIN.)
GROUND
RACKFILL—\
(MIN.
STAPLES OW
l' CENTERS
IN TRENCH
MIN
MATTING SHALL BE
PROJECT * 074029
DRAWN BY. JWE
STAPLES OW
PLACED IN TRENCH
V CENTERS'
AND BACKPILLED
IN TRENCH
DIAGRAM
A
4p
arorm -me]
DIAGRAM Q
•
•
%A CA A? v*
85
SO
%
........ 71
A
REVISIONS
PROJECT * 074029
DRAWN BY. JWE
DATE: 3123112
CHECKED BY: DF
TITLE
DETAILS
SHEET
clool
i

i I
T WT.
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
2' MIN
COMPACTED 2' MIN
♦'
i
COARSE AGGREGATE
1/2 DIAMETER OF PIPE i D BY
i *• DEEP ;. IS LARGE ANGULAR
GREATER
FILTER FABRIC
:'�•�L�:"?:�ll�J► S+ ✓r�t.4�rl►�.1�'rrc ft�_�i tti _._-' � -_
CAPACITY OF CULVERTS
I
ELEVATION
® ow;''
❑ ' «� "' > ' �:."� `�:, EARTH FILL COVERED BY
LARGE ANGULAR ROCK
COARSE AGGREGATE
C
ca
00p0® ' 0 .pb p po . 0 & . p..cA o p p ® o 0 00.0 ' � 8a 0 0 0 0g0 . 0 0 0
•C0 > ®00 C % $p �oc ®' p �0 0 o a 0 c 0 p p 0 �
QQ
O 00 0 a o 0 p p pp 9;,*,.p ® 0G'a. 0 0 o0 O O '00 0 • pap paa 0 o p,a 0p0 0 c°O ° O C0 o o
0'000 O'O0Q0� 0000 0 0- pS$OO 0 00 ®O
00 0 O0 0 � 0 0:° ®. 0 0. 0 p Oao? •
0
0 00.00, 0o 0.0
0 000 0 0 0 a 0090 0!o 9- `0 0 o 0
o pa O 0 0 p a 0 c 0
a 0. 000
®
0 apq 00. Oa 0 Q0o o 0 000 0 0 �a
.0o °pOa Oo000 Q p a
'
p
cy
25' �j 25'
°o MINIMUM •STREAM r +• HE
TOP OF BANK "';:; ' i ' a s °4: F ` [::7T OP OF BANK
PLAN .:
j
co a.
4 TEMPORARY STREAM CROSSING
N
EXCELSIOR
STEEP CUT OR FILL
M► 1 9 SLOPEL
r
WkIlMiM
.�.,, ►
.t 1 R R1111#04
tt
POSITIVE i rt
\\ ,` \\ \ \\ \ \ \\ \ \i \ •,,1• \\ Nil
STEEP CUT OR FILL SLOPE
PLAN VIEW
DIVERSION DITCH
.`fL.UYt
ISOMETRIC VIEW
2' (MAX . ) —.� f STAKE LOPE
MATTING `'°STS SLOPE
CROSS SECTION
VEE DITCH
2 IN.—^� 2' UPSLOPE FLOW
T STAKE 1— NATURAL GROUND
2' MIN.
I
8' MAX.
NOTE: FOR TREE PROTECTION ONLY
STANDARD TREE PROTECTION DETAIL
_.__....._.
.____
NOTES:
MIN.
M
S y
S016pElXT�LJATION
_100'
BUT SUFFICIENT TO KEEP
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
PLASTIC SLOPE DRAIN
SEDIMENT ON SITE
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
PIPE (12 IN.)
00 `91Ilz° ® ®�®o °cs °QO` Q° a °°d
N �Z�„
-i1 >171
9' (MIN.)
W
v°°0 °° ° °
25' OR FULL WIDTH
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
O y'
°o° 2- - 3- STONE TO BE USED 8
OF PROPOSED STREET
OVER THE STONE, THEN THE TIRES OF THE
o
t SURGE STONE OR ®°
OR ENTRANCE,
VEHICLE MUST BE WASHED BEFORE ENTERING THE
X 0
f°°o
Oo° RAILROAD BALAST)
WHICHEVER IS
PUBLIC ROAD.
�•ew =
�°°
°a 0 c? 0 °,�
GREATER.
f�:- „', 6' (MIN.)
YiK
° ° ® 00
�$°°°` ' o ° ® °°°o° °o�°°°Q
-j—
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
°0° n°
Ili
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
"0
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
fn
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
POST 2 FT. DEEP MINIMUM.
O
MM
G)
- CQIR FIBER MAT
TEMPORARY OR 2 +(MYN,t soa sr at
I'—
PLAN
FOR INSTALLATION BETWEEN SECTIONS OF
O
PERMANENT DITCH °'I mn
LLJ
z
U
w
p-4' (MIN.) -4
STONE PAD-
WOOD STAKE'
>
EMERGENCY
0
OR
METAL POST
.
.SPILLWAY
EARTH DIKE
6 IN
L 3W
U
(MIN.) 3l4L
p
CQIR FIBER MAT
1/2L
SOIL STABILIZATION
41
O
GEOTEXTILE
•+. ••,. w �•`°
�
J
IN. > OVER P
r��"]
L I
Ci
t'1MTN,T. _ (MIN.t
1.5 :1 (MIN.) f
3,
V
IN.tMIN.)
UNCLASSIFIED EARTH a
MATERIAL "
NATURAL GROUND
I
f 2'
1
r IMINJ LEVEL
pp gg LL
(SEE ROADWAYFTRDWGFN01640,01 } ---
UNCLASSIFIED EARTH
MATERIAL
STEEL POSTS
CLASS B STONE PAD W x 4'x 1' MIN.}
♦'
i
COARSE AGGREGATE
1/2 DIAMETER OF PIPE i D BY
i *• DEEP ;. IS LARGE ANGULAR
GREATER
FILTER FABRIC
:'�•�L�:"?:�ll�J► S+ ✓r�t.4�rl►�.1�'rrc ft�_�i tti _._-' � -_
CAPACITY OF CULVERTS
I
ELEVATION
® ow;''
❑ ' «� "' > ' �:."� `�:, EARTH FILL COVERED BY
LARGE ANGULAR ROCK
COARSE AGGREGATE
C
ca
00p0® ' 0 .pb p po . 0 & . p..cA o p p ® o 0 00.0 ' � 8a 0 0 0 0g0 . 0 0 0
•C0 > ®00 C % $p �oc ®' p �0 0 o a 0 c 0 p p 0 �
QQ
O 00 0 a o 0 p p pp 9;,*,.p ® 0G'a. 0 0 o0 O O '00 0 • pap paa 0 o p,a 0p0 0 c°O ° O C0 o o
0'000 O'O0Q0� 0000 0 0- pS$OO 0 00 ®O
00 0 O0 0 � 0 0:° ®. 0 0. 0 p Oao? •
0
0 00.00, 0o 0.0
0 000 0 0 0 a 0090 0!o 9- `0 0 o 0
o pa O 0 0 p a 0 c 0
a 0. 000
®
0 apq 00. Oa 0 Q0o o 0 000 0 0 �a
.0o °pOa Oo000 Q p a
'
p
cy
25' �j 25'
°o MINIMUM •STREAM r +• HE
TOP OF BANK "';:; ' i ' a s °4: F ` [::7T OP OF BANK
PLAN .:
j
co a.
4 TEMPORARY STREAM CROSSING
N
EXCELSIOR
STEEP CUT OR FILL
M► 1 9 SLOPEL
r
WkIlMiM
.�.,, ►
.t 1 R R1111#04
tt
POSITIVE i rt
\\ ,` \\ \ \\ \ \ \\ \ \i \ •,,1• \\ Nil
STEEP CUT OR FILL SLOPE
PLAN VIEW
DIVERSION DITCH
.`fL.UYt
ISOMETRIC VIEW
2' (MAX . ) —.� f STAKE LOPE
MATTING `'°STS SLOPE
CROSS SECTION
VEE DITCH
2 IN.—^� 2' UPSLOPE FLOW
T STAKE 1— NATURAL GROUND
2' MIN.
I
8' MAX.
NOTE: FOR TREE PROTECTION ONLY
STANDARD TREE PROTECTION DETAIL
I
3 ft --7
= SILT FENCE, EXTEND SEDIMENT CONTROL
® cp STONE A MINIMUM OF 12" IN WIDTH ON EACH
SIDE OF SPECIAL SEDIMENT CONTROL FENCE
�A SECTION. 1/ WIRE MESH
Z a SEDIMENT CONTROL STONE
1 ft min
no
z , WATER FLOW —A, 2'
in SEDIMENT CONTROL STONE
I ft min
MATTING "' 2' DOWNSLOPE I IY
CROSS SECTION STAKE
% TRAPEZOIDAL DITCH g
TOP VIEW SHEET 1 DF 1 C10'2 SHEET 1 OF i f J
Cio,z Cic�,� 1606.01 1606.01 1
VIN
A%���
'crssr0�.�
�A m�
-.
RELEASED FOR
CONSTRUCTION
NOTES:
MIN.
M
_100'
BUT SUFFICIENT TO KEEP
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
°
SEDIMENT ON SITE
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
00 `91Ilz° ® ®�®o °cs °QO` Q° a °°d
N �Z�„
-i1 >171
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
W
v°°0 °° ° °
25' OR FULL WIDTH
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
O y'
°o° 2- - 3- STONE TO BE USED 8
OF PROPOSED STREET
OVER THE STONE, THEN THE TIRES OF THE
o
t SURGE STONE OR ®°
OR ENTRANCE,
VEHICLE MUST BE WASHED BEFORE ENTERING THE
X 0
f°°o
Oo° RAILROAD BALAST)
WHICHEVER IS
PUBLIC ROAD.
w cc
�°°
°a 0 c? 0 °,�
GREATER.
° ° ® 00
�$°°°` ' o ° ® °°°o° °o�°°°Q
-j—
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
°0° n°
Ili
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
"0
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
fn
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
POST 2 FT. DEEP MINIMUM.
O
MM
G)
RESPONSIBILITY FORM.
f �
PLAN
FOR INSTALLATION BETWEEN SECTIONS OF
O
I
3 ft --7
= SILT FENCE, EXTEND SEDIMENT CONTROL
® cp STONE A MINIMUM OF 12" IN WIDTH ON EACH
SIDE OF SPECIAL SEDIMENT CONTROL FENCE
�A SECTION. 1/ WIRE MESH
Z a SEDIMENT CONTROL STONE
1 ft min
no
z , WATER FLOW —A, 2'
in SEDIMENT CONTROL STONE
I ft min
MATTING "' 2' DOWNSLOPE I IY
CROSS SECTION STAKE
% TRAPEZOIDAL DITCH g
TOP VIEW SHEET 1 DF 1 C10'2 SHEET 1 OF i f J
Cio,z Cic�,� 1606.01 1606.01 1
VIN
A%���
'crssr0�.�
�A m�
-.
RELEASED FOR
CONSTRUCTION
Q
M
°
0-4
cc
N �Z�„
-i1 >171
W
PROJECT #:10 -40 03
DRAWN BY: DF
-u -
z"r-
W
SHEET
c 1
n0"0H
♦
o
NOTES
VARIABLE
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
DIMENSION_*}
CONTROL STONE.
-j—
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
2 ft
Ili
WITH 14 INCH MESH OPENINGS.
"0
111011 llr=jlll--4
fn
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
0
POST 2 FT. DEEP MINIMUM.
O
MM
G)
SPACE POST A MAXIMUM OF 3 FT.
f �
C
FOR INSTALLATION BETWEEN SECTIONS OF
O
I
3 ft --7
= SILT FENCE, EXTEND SEDIMENT CONTROL
® cp STONE A MINIMUM OF 12" IN WIDTH ON EACH
SIDE OF SPECIAL SEDIMENT CONTROL FENCE
�A SECTION. 1/ WIRE MESH
Z a SEDIMENT CONTROL STONE
1 ft min
no
z , WATER FLOW —A, 2'
in SEDIMENT CONTROL STONE
I ft min
MATTING "' 2' DOWNSLOPE I IY
CROSS SECTION STAKE
% TRAPEZOIDAL DITCH g
TOP VIEW SHEET 1 DF 1 C10'2 SHEET 1 OF i f J
Cio,z Cic�,� 1606.01 1606.01 1
VIN
A%���
'crssr0�.�
�A m�
-.
RELEASED FOR
CONSTRUCTION
REVISIONS
z
W
PROJECT #:10 -40 03
DRAWN BY: DF
DATE: 03/23112
CHECKED BY: DB
W
SHEET
c 1
082
F.
W
D
O
O
_
O
zW
W
f �
O
U 8
LLJ
z
U
w
O
W
mZ
Of-
>
�_
0
Zoo
n
Cm
e•-
U
V
p
to
.-
LL
O
r
�
J
r��"]
L I
Ci
W
V
REVISIONS
PROJECT #:10 -40 03
DRAWN BY: DF
DATE: 03/23112
CHECKED BY: DB
TITLE
EROSION CONTROL
DETAILS
SHEET
c 1
082

d'
3
i
in
0
m
d
j
rs
a
�i
m
D
w
c
f�
�s
1
U
a a.
w
c�
N
�s
sslo4
b �r.�
RELEASED FOR
CONSTRUCTION
RBASIONS
sg� � a
+ . # a t!ti,.: ® ... PRECAST CLASS °B'
&, USE CLASS A (3000 PSO CONCRETE WITH A SIDEWALK FNWSH IN ORDER TO OBTAIN A ROUGH
NONSKID SURFACE
INSTALL QNS
DETECTABLE WARIONO CITE
FOR A STRAIGHT TB' -fit"
1
DOWES
7, A Vt EXPANSION JOWT WILL BE REQWItED WHERE THE CONCRETE SIDEWALK ACCESS RAMP
AS PER S' ABOVE.
J0/NS THE GURB AND AS SHOWN �( THE STANDARD DRAWL.
DATE: 03/21112
CHECKED BY: MS
TITLE
SITE DETAILS
SHEET
1003
/
u ATE MATERIA(. MAY BE USED PROVIDED THE
HAS BEEN APPROVED 8Y THE CITY AHD"
B. SINGLE OR DIAGONAL RAMPS ARE ONLY FERAISSIBIE FOR NEW CONSTRUCTION, AS SHOWN ON
NOTE: DIAGONAL RAMP REQt S A sQ• DEPRESS(QrW
STANDARD RAMP REQUIRES 48° DEPRESSKML
/ j
THE NCT
THE MANUFACTt�ER'S INSTALLATION � NTS
SHEET 5 OF 5.
ui <
ARE MET.
I R'
Ptak
SHEET 3 OF 5
SHEET 4 OF 5
e so' s a
rer w an
SHEET 5 OF 5
v�R �
CITY OF RALEIGH
CITY OF RALEIGH
CI OF RALEIG
PUBLC WORKS DEPARTMENT
PUBIC WKS DEPARTMENT
» u a
PUBLIC WOWS DUARNMEAT
REVISIONS DATE 713/)0 DRAW W. M
REVISIONS DATE 7 /b0 DRANN WC J!@
La n= L!E REVISIONS
CAM 7/31)0 DRA11N Or JRT
516104 Jrr SIDEWALK
`150°7 ap ACCESS
Siwor JrT RAMPS
516AM JTT SIDEWALK
612M in ACCESS
4 w7i07 o° RAMPS
y7 CM � N07 TD 1st
51vDe XT
615106 JrT
5 uniD7 we
SIDEWALK
ACCESS
RAMPS
ISOMETRIC VIEW
Cl��
S1xw in
STD. # 20.11
Cl�J.
STD. # 20.11
DIAGONAL RAMP
STD. # 20.11
d'
3
i
in
0
m
d
j
rs
a
�i
m
D
w
c
f�
�s
1
U
a a.
w
c�
N
�s
sslo4
b �r.�
RELEASED FOR
CONSTRUCTION
RBASIONS
PROJECT #: 07-4029
DRAWN BY :, JWE
DATE: 03/21112
CHECKED BY: MS
TITLE
SITE DETAILS
SHEET
1003

4/IVIZUIZ IU: IO AM; L: \AUtOUAU tiles\ LUuprojects \Lnglneering \1u -4uuJ UMAZ U -0114 Granville County ureen way \UU- UraWings \u4- bneets \uuuz bl IL LATUUI brlLLlb.a Wg; uz.U- uverall bite; ubuuU4uou
nd�� � O f° Ay' C 16 � Y
YpY A D/�
k
N R
/
o0 / r Fo
ly
0
P
1 x / C
PC / Z ay
Y.
3
o�' �� y °a� ° RS �`° tip•
Cam•
s /z / °a °
AU y
°
ti ' °
as k �' �°� �°�
\\ �\
Y�Y PC
dy
AT /
A a
c\ /
0
c? a Yg o0 YOap
o
% /
i ox�
/ x Ob �'\
/ V
PT
x
N20.26'57" E
a
1132.28'
q /
\\ I
4
k
k / �
/
oXt
� C-) r o
Cy\ Q> A / Pr = +43.73
�QC \ \cam../ PC 22 +48.62
ft, �q1%
o �eTAB /N�' !yq
S•TRA /4/N <
4�x >>
na /NTC 4& hcH
>A00. C(/Re .. (T '9S,oyq<T
a Y? BAST
`may) w
O 42x0 xW
p
a RgMp
cuRe a \ 3x00
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
m
O
Z
�
C�
O
II z
-Ti
m
00 m
w
O
O
-Ti
m
m
r
m o
O
O
ft, �q1%
o �eTAB /N�' !yq
S•TRA /4/N <
4�x >>
na /NTC 4& hcH
>A00. C(/Re .. (T '9S,oyq<T
a Y? BAST
`may) w
O 42x0 xW
p
a RgMp
cuRe a \ 3x00
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
m
�0
>� m
m m
O�
C
o -
z c
�
o
N
W
<
cn
°
Z
Cl)
m
r
m o
O
r
w
o
m
m
m
O
m o
X n
X --1
v
< N
tj-
a) N
vti
0
�N
TpyTq /h /hC
42x36 s R 'qhG
CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
0
N� -Z-
-110
q
\ Sp
..... •. egSF'NFN :. Pa.._ -. Y 1 �.........�:.. � 48 -a.� _ ST 4gx�T
G,Q'q�V
�c
`sB
v/
mWSPm SELLS
Transportation & Infrastructure
15401 Weston Parkway Suite 100 ■ Cary, NC 27513 ■ 919.678.0035
www.wspsells.com
License No.: F -0891

4/ I `J/ZU IZ I U: JU HM; L: \HUtOUHU
In eering \lu -4UUJ UM HL U —J114 Gran Ville county Greenway \uu— urawings \u4— bneets \cuuZ bI IL LATUUI bHLL Ib.a Wg; UZ.1 —bite; UJJGu4UJU
PT = 31 +40.8 z
POND D IVE
/ 00 3 + 34 ±00 35 +m
— —
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
2
m
m
0
Z
N
C7
Ui
II z
-Ti
m
CP m
U
0
0--j
m
m
W
O
m
0
0
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
2
m
m
r cn
D
O m
z 0
` o
m o
N
<
�
z
Z
Cl)
m
n
N
W
O
m
m
z
U)
m
m m
w
v N
EAST LYON ST
SS
o.
yam= ? y'b PC 1945
rill
y
9
ax
CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
M
mWSPm
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

4/IVI ZUIZ IU: JU HM; L: \AUtOGAU Tiles \LUuprojects \Lngmeermg \lu -4UUJ UM HL c —JI 14 Granville county Green Way \uu— urawings \U4— bneets \cuuz bI IL LATUUI bHLL lb.awg; cz.Z —bite; ubuuU4uou
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
m m CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
= m ` <
m m
--I
0
Z
N
C7
Ui
CO
II z
-Ti
F71
CP m
U
0
0 �
�d
I
F71
F71
N
m ° CD
"�
o
0
0
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
m m CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
= m ` <
m m
--I
mm
m r
z 0
5 �
� o
N
y
CO
I+
o
z
m
�d
I
N
m ° CD
"�
o
N
O
m
�
m
z
U)
N
X�
X m
0 CD
Do W
< N
a N
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
� =f
+ Grr
Cn RI
-�I)C)
I 2
fll C)
II
G1
(Q r1l Q O 0 - Z
�ZO CN�G�
P cn
X0.0 I no0
z
v, -O
69'68.£ _ L9.1L�6£' — y
LL 16 i 6 — ld �o
ad 0
2
z
� I1
I
vp
II
N
I
I
I
�I
+ Rl
y
CO
I+
o
�d
I
2
z
� I1
I
vp
II
N
I�
Io
0
I
I�
I+
0
0
0
0
rn
rn
H 5MM H
HH
W �
(0
\ v) vl
vl W T
�J
Z
H
� O n
C
Z
, O
0) c
v (f�
LJ I�
Z
n
OvrdO
9
� gel o
Od
mm
OmWSPm
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
I
I
I
�I
I
I+
o
�d
I
I�
Io
0
I
I�
I+
0
0
0
0
rn
rn
H 5MM H
HH
W �
(0
\ v) vl
vl W T
�J
Z
H
� O n
C
Z
, O
0) c
v (f�
LJ I�
Z
n
OvrdO
9
� gel o
Od
mm
OmWSPm
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

n
t
a
Z
a
c
i
U
d
M■
sl
k
z
i
oii
CLEARING LIMITS
1.3' -2.5' TO
DITCH
2'
W4
TYPICAL SECTION -ul
liagsumnligm
r. i •
i •
1r- i�rN��ya re Lei I��
ox"Imm
oT`��
lft-i
CLEARING LIMITS
1.3' -2.5' TO CL
DITCH '
8
TYPICAL SECTION—IJ
CLEARING LIMITS
• r
DITCF
. _-- .w " 11 ND`'' ---`� I I I� -rG ®UN® G�
TYPICAL SECTION 441
t-.
TRADITIONAL TYPICAL
SECTION- #7
-
1 �l
TYPICAL
=I PROPOSED 6* AGGREGATE BASE COURS&
cis
'•
r
RELEASED FOR
CONSTRUCTION
REVISIONS
104003 DATE
DRAWN DF CHECKED
m
OEM
SHEET
C2m3
iW�
10
i ' i II
.iii`• � ! } ■.�����1.
1 9 ! 4 64�71
20+18.05
,i °i
PAM
iii , i
�,�■
29+39-05
33+44.6
34+78.13
RIM ii I
.....III
b5+96.22 I
'•
r
RELEASED FOR
CONSTRUCTION
REVISIONS
104003 DATE
DRAWN DF CHECKED
m
OEM
SHEET
C2m3

4/19/2012 10:33 AM; L: \AutoCAD files \LDDprojects \En gin eering \10 -4003 CMAZ C -5114 Granville County Green way\00— Drawings \04 — Sheets \C003 GRADING.dwg; C3.0— Greenway Trail Grading; USJC04050
z � p EX� T.
Fq � SPNA
0 o
-0 G) G
D m
rr1
z0m
z
0 -0
m
z 0
o
m
00
�D
z�
3
Oj
�
C
SS
N
n
z
P
C
z C
G/ C
o
c,'
�:o
_
0 o
-0 G) G
D m
rr1
z0m
z
0 -0
m
z 0
o
m
m
N
�D
z�
rri
Oj
�
C
SS
N
n
z
P
C
z C
G/ C
o
c,'
�:o
_
}
F-9
m�
O
PG I
m v
to
i—
Z
�rri
I-
n
r—
0
n D
m m
rri�
I
0
O
0 N
s
PT =
16 +30.
I
s
�:u
cj�
If
l
�5
I�
PC =
1 +01.35
�3
1�9
I +.
r
I
PG
---i FTJ
I
rri
z
m
z
AC
'` 98 I
z cn
�
p
fiX 919
°
o
�
I
r m
m
~z
�
..
ti
�
z
y°
=
�y�
f
ao
o
2 O
o.
—, o
�o
I
o
o
� I
I
cry
0
_ I
c-
+
F
CD
F-9
cyl
0 O
-A-
T
wI
PC
1 +
0
c�
�
N
PT = 11.7-60.82
I
I
�
PC = n 4 08.23
0 o
-0 G) G
D m
rr1
z0m
z
0 -0
m
z 0
o
m
m
N
�D
z�
rri
Oj
�
C
Co
N
n
z
P
C
z C
G/ C
o
c,'
�:o
_
}
F-9
m�
O
PG I
m v
to
i—
Z
�rri
I-
n
0 o
-0 G) G
D m
rr1
z0m
z
0 -0
m
z 0
o
m
m
N
rri
m
�
o
z
cn
z C
G/ C
o
c,'
�:o
_
}
~
m�
O
PG I
m v
to
�rri
r—
0
n D
m m
rri�
I
0 N
?_
PT =
16 +30.
z
�I
If
l
I�
PC =
1 +01.35
I +.
I
°
o
I
rri
c�
z
�
I
�
I
�
z
y°
f
�o
I
o
+�
0
�o y
n 00 DD N
y m / +
z° �c)r- v,
-� m m _ zE
m °
cf) � -c
x
� f
cn r
y
\ \ N I
1gkS1 (J) rri
cn
N =J
C) z'
+rij I
00 0
D /
°
r
� 7
I 1
A�TCHLINE 1
r
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
_
m
-0 G) G
D m
rr1
z0m
z
0 -0
m
z 0
o
m
m
N
m
�
o
z
cn
z C
G/ C
o
c,'
c�
O
m
O
m v
z
r—
0
n D
m m
0 N
T N
n
CMAQ C — 5114 GRANVILLE COUNTY GREENWAY
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
■
WSPm SELLS
Transportation & Infrastructure
15401 Weston Parkway Suite 100 ■ Cary, NC 27513 ■ 919.678.0035
www.wspsells.com

4/IVI ZUIZ IU: )4 HM; L: \AUtOG AU tiles\ LUUProfects \Lnglneering \lu -4UUJ UM HL c —JI 14 Granville county Green Way \uu— UraWings \U4— Jneets \cUUJ GK H U I NU. a Wg; cJ.l —IJ IKe Irall Graa In g; uJJW4UJu
£ 3NllH0iVN
C)
Cjj
�z
F-
� � FTI
0
n
O �
z
II
1
I
-0
o I
0
� I.I
� I
m
z
< I
m
rrl
z
� I
I
I
I
I
0
Z
N
n
0
j
I
Cn -
�oz
-Ti
�m
0
0�
N) C/)
-Ti
G7 2
m
m
0
��
m o CD
0
D��
00
I+
0
£ 3NllH0iVN
C)
Cjj
�z
F-
� � FTI
0
n
O �
z
II
1
I
-0
o I
0
� I.I
� I
m
z
< I
m
rrl
z
� I
I
I
I
I
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
m °° W
m CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
m m
D
om
I
I:
N
O
0
~ZEo
j
I
Cn -
�oz
I
I
m
z
Cn
N) C/)
G7 2
At+617�
`°
0
��
m o CD
0
D��
r
I+
O
O
I
+��
D�:-_ZE
mm°
°22
m
m
DC
;;D
O
Zr
1�
�z
19'r +1v:
1 09'90+
r
D
Lz'60 +L
z
U)
+
a) r
N
z C
Z
m v
O
1d
;;00�
>��
n D
m
m m
Aso
�W
N
X6'06 +�-e
�d
+
0
8x
c� �
Z O 5L'90 +t,t�d
0
i
In N
��
6
I
I N 1
��
II
J d
SO'LL +6�
69'68 +, =
ld
= ld
+
[
LL'16 +6 =
Od
~�
I
z
99 JIMH
ON
ICA
o
3NIIHOiVVY
fl�
.......................................
f
I
I .r
N
86'9L +�
.L c/
5L'1�6 +�
Ld
19'1.4
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
m °° W
m CMAQ C - 5114 GRANVILLE COUNTY GREENWAY
m m
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
iW
rri
I ~Cn
D
om
Z n
<
N
O
0
~ZEo
j
m
Cn -
�oz
z
m
Cn
N) C/)
G7 2
rriD
O 0W
C/,aoz
m o CD
0
I�
r
I+
O
O
I
+��
D�:-_ZE
UJ
F
°22
m
m
DC
;;D
G)rr-
Zr
1�
A-
19'r +1v:
1 09'90+
r
D
Lz'60 +L
z
U)
N
Z
m v
O
1d
;;00�
>��
n D
m
m m
�W
N
X6'06 +�-e
�d
+
0
c� �
Z O 5L'90 +t,t�d
0
C/) -0
In N
��
yo
I N 1
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
iW
rri
I ~Cn
0d
O
I c�
I+
0
J 1 69','1 +8 ' = ld
1
2zrrl
rn
O C n
+ r
N G) Ir-
I
19'1L +6,' Od
Q
o
-io
.o
LZ'Z1 +017 ld
C�
-Tj
I+
1
O
0
~ZEo
j
m
Cn -
�oz
. I
m
OX::�E
Cn
N) C/)
G7 2
rriD
O 0W
C/,aoz
z
2
I�
r
I+
O
O
I
+��
D�:-_ZE
can
+DC
°22
10 z
DC
;;D
G)rr-
Zr
1�
A-
19'r +1v:
1 09'90+
= ld
Lz'60 +L
= 0d
0d
O
I c�
I+
0
J 1 69','1 +8 ' = ld
1
2zrrl
rn
O C n
+ r
N G) Ir-
I
19'1L +6,' Od
Q
o
-io
.o
LZ'Z1 +017 ld
C�
-Tj
n�0
1
F-9�o
~ZEo
z
Cn -
O
Fl
+ C) :;0
Cn
O >C:
rriD
O 0W
C/,aoz
z
-i
r
�z
Rl C)
+z�
:zE CID
1
2z
~ZEo
z
{, 2
Cj
�m
+ C) :;0
O >C:
rriD
O 0W
C/,aoz
z
-i
N;
I
+��
D�:-_ZE
can
+DC
°22
10 z
DC
;;D
G)rr-
Zr
�W
19'r +1v:
Od
N
r
Z r..
O
r
�z
Rl C)
+z�
J-d
all
z
Cj
_J7
Cl
rri
rri
...............y z...... ........................................
N;
w�-i
CnRI�
can
+DC
°22
10 z
�0
CU
Ti
r
Z r..
1d
;;00�
>��
�W
X6'06 +�-e
�d
+
0
c� �
Z O 5L'90 +t,t�d
0
C/) -0
��
yo
I N 1
��
II
�
[
firl
~�
I
z
ICA
o
3NIIHOiVVY
mm OmWSPm
SELLS
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

f�A
d
O
i3
V!
O
O
4t
�r
U
O
O
U
O
O
R
as
I I
SEEDBED PREPARATION
1) CHISEL COMPACTED AREAS i SPREAD TOPSOIL 3 INCHES DEEP OVER •
SOIL CONDITIONS, OCCUR. ALL ROUGH GRADING COMPLETED,
TILL SOIL AREAS TO BE SEEDED AND PLANTED • A DEPTH OF
REMOVE ALL f• ROCKS, ROOTS, DIRT CLODS, M OTHER OBSTRUCTIONS
LEAVING GROUND SURFACE SMOOTH AND UNIFORM.
TO PREPARE UNIFORM SEEDBED, INCORPORATE AGRICULTURE LIME, FER
AND SUPERPHOSPHATE INTO SOIL AREAS TO BE VEGETATED. DISK NUTRIENTS
INTO SOIL UNTIL WELL PULVERIZED.
4) SEED ON PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK. APPLY TEMPORARY TO SOIL STOCKPILE AREAS
GRADES BE DISTURBED WITHIN 15 DAYS. APPLY PERMANENT SEEDING TO WHERE FINISH
ESTABLISHED.
5) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID ASPHALT AT
400 GAL OR EMULSIFIED ASPHALT AT 300 GAL.
6) MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW AT 90 LBS./1000SF AND
SPREAD UNIFORMLY. *• • SURFACE SHOULD BE •
PENETRATION.
7) MULCH AROUND SHRUBBERY AND TRESS WITH SHREDDED HARDWOOD TO A DEPTH OF
3 INCHES.
♦ AFTER WORK IS COMPLETED AREAS . • STABILIZED, CALL EROSION i
*FFICER FOR SITE INSPECTION AND • OF i i
AEMOVE ALL *• r t* EROSION CONTROL . r INSTALL •
AND SEED AND MULCH ANY REMAINING BARE AREAS.
Seeding mixture
Species
Rye r i
Annual ..: ..: in
Coastal Piedmont and
Korean In Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
+ +s ii' :+
Below i1 s
Piedmont--Jan.
Coastal
Soil amendments
limestone Follow recommendationsof soil tests or apply 2,000 lblacreground agricul-
• 750 t /acre 10-10
Mulch
Apply iti + /acre straw. Anchor straw by f with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertifte 0 growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage,
mom
Seeding
Species Rate (lb/acre)
German millet 40
In the Piedmont and Mountains, a small-stemmed Sudangrass may be
substituted at a rate t #
Seeding dates
Mountains--May f'
Piedmont—May I - Au#
Coastal Plain—Apr. 15 -Aug. 15
Soil amendments
Mulch
Apply iii • /acre straw, Anchor straw by .•. r with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can b:
used as a mulch anchoring tool.
Maintenance
a - # r ♦ # • #
mediately following erosion or other damage.
•
um
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Seeding dates
Mountains—Aug. Dec. 15
Coastal Plain and Piedmont—Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb(acre ground agricultural limestone ao4,
1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or t • tool. disk blades ♦.. can be
used as a mulch anchoring tool.
Lei
i' • • i
i
Nurse plants
Between May I and Aug. 15, add 10 lblacre German millet or 15 lb/acre
Sudangrass. Prior to May I or after Aug. 15 add 40 lb/acre rye (grain).
i # i'
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acrz
ground agricultural limestone and 1,000 lblacre 10-10-10 fertilizer.
I -R
Refertilize in the
•# • year unless growth • r be
mowed once or twice a year, but mowing is not necessary. Reseed, fertil-
• mulch damaged areas immediately.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
C
U
u
u
v
C
0
e
S
U
U
U
0
u
K
}
r
}
6
J
}
}
}
s
r
1
i
i
i
t
I
1
1
6
N
J
J
Uj
N
a
s
CD
LO
♦
Y
06 6 * CID
•
C5 6i LL
• X
r
0 05
r
CL
ca
gBaa
TEMPORARY SILT BASIN
STOCKPILE AREAS
TEMPORARY ROCK PIPE
INLET SEDIMENT TRAP
TEMPORARY INLET PROTECTION
WATTLE
SF SF
TEMPORARY SILT FENCE
1D- >-- 7D- >------ 1{1 -�— TEMPORARY DIVERSION
—1" —7"—
TEMPORARY TREE PROTECTION
CONSTRUCTION LIMITS
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Seeding dates
Mountains—Aug. Dec. 15
Coastal Plain and Piedmont—Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb(acre ground agricultural limestone ao4,
1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or t • tool. disk blades ♦.. can be
used as a mulch anchoring tool.
Lei
i' • • i
i
Nurse plants
Between May I and Aug. 15, add 10 lblacre German millet or 15 lb/acre
Sudangrass. Prior to May I or after Aug. 15 add 40 lb/acre rye (grain).
i # i'
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acrz
ground agricultural limestone and 1,000 lblacre 10-10-10 fertilizer.
I -R
Refertilize in the
•# • year unless growth • r be
mowed once or twice a year, but mowing is not necessary. Reseed, fertil-
• mulch damaged areas immediately.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
C
U
u
u
v
C
0
e
S
U
U
U
0
u
K
}
r
}
6
J
}
}
}
s
r
1
i
i
i
t
I
1
1
6
N
J
J
Uj
N
a
s
CD
LO
♦
Y
06 6 * CID
•
C5 6i LL
• X
r
0 05
r
CL
ca
gBaa
lii3!Iti1*+iL`E
PROJECT* 10-4003 i+ e
DRAWN DF CHECKED BY-D8
TITLE
Erosion •
Notes General
SHEET
c400
i.dl
i
0
0
Z
.'
s
•
it
•ti
>
0
> g
Z
I�
•
•
LO
i
Uj
]]
lii3!Iti1*+iL`E
PROJECT* 10-4003 i+ e
DRAWN DF CHECKED BY-D8
TITLE
Erosion •
Notes General
SHEET
c400

4 /ly /ZUIZ IU: Sb AM; L: \AUtOUAU tiles \LUUpro
oN
v
,Ln v
� z
° y
0
m
v
it DEC
° v
m
v
00 -n
°o �' D
2
Wi1''ZN
N
2
m
°o j M
2
r
m
C
'2
<
r
�-nmm
v m
�<
oo
M m
v
m
A
CD
co T S D
m
v
0 Cn
c TO
m
v
Cn
_ Cn X
it Zm9
m
D
D
C o
CD
O
P
cn CD
00 cD
r
cr
O
_ m a
0 f(D
4 0
00
m r
w � o
U1
P o
U1
O O
C) -0
-N (D
4
W 0 N
s
cn 0
cn o
U1 `.
C) 0
O
w r
U1 m
a�+ o
N
m
0
CD
m
m
D
O co
o-n
o
CD
-a
CD
w
0
2 CO
N 2 O a
G CD CD
0
CD
n
S
O
I
N
C�
U�
Z C'0 C'0
rri
II z
0 n
OZM
Tl
FTl
rr,
W
O
O
�
F-
z
m
CTJ
o
< El
D r
CIO � --A
r
D
r
m
FTI
�10 O
O
°
_
I-
z
�cF
n -C
0
zm
SN
A'q
D �O m
z�
,
I
m CD
^�
O
�m3
3
I
TIN
Nam
O
A
v
OR
00
O I
OD
D m D
r
D
N
Cf)
°mom
{ m<
D
-<
r-f
r /
NnI
Z zm
m
in
k�1
•
>m
0��
co
=:I
Z�
<
<
o
<
N
_U D-0
O �m
mom
Z
D
j
Ch-ILINE 1 m m
O° o
n
z
m
;13
N
O
m
z
=:I
O
v
X
O
Z
O
m
z
n
0
O
Z
m
v
oN
v
,Ln v
� z
° y
0
m
v
it DEC
° v
m
v
00 -n
°o �' D
2
Wi1''ZN
N
2
m
°o j M
2
r
m
C
'2
<
r
�-nmm
v m
�<
oo
M m
v
m
A
CD
co T S D
m
v
0 Cn
c TO
m
v
Cn
_ Cn X
it Zm9
m
D
D
C o
CD
O
P
cn CD
00 cD
r
cr
O
_ m a
0 f(D
4 0
00
m r
w � o
U1
P o
U1
O O
C) -0
-N (D
4
W 0 N
s
cn 0
cn o
U1 `.
C) 0
O
w r
U1 m
a�+ o
N
m
0
CD
m
m
D
O co
o-n
o
CD
-a
CD
w
0
2 CO
N 2 O a
G CD CD
0
CD
n
S
m
0
D
FTl
;7
D
Un
z
Cf)
n
F1
0
C
FT1
sects \Lnglneering\lU
O
Z
N
C�
U�
Z C'0 C'0
rri
II z
0 n
OZM
Tl
FTl
rr,
W
O
O
�
F-
z
m
CTJ
o
m
D r
CIO � --A
r
D
r
m
FTI
�10 O
O
m
0
D
FTl
;7
D
Un
z
Cf)
n
F1
0
C
FT1
sects \Lnglneering\lU
-4UUJ UMAL c —o 114 Bran Ville county ureenway \UU—
Urawings \U4— Jneets \c4 Lrosion UOntrol 4.awg; c4.1 Lrosion UOntrol; UJJUU4000
N
C)
n
Z C'0 C'0
rri
pD
0 n
OZM
o
� z
A + +1
�
F-
z
CTJ
o
—I O -C
D r
CIO � --A
r
D
r
m
FTI
�10 O
G�
°
_
I-
z
�cF
n -C
0
zm
SN
A'q
D �O m
z�
,
--,
m CD
^�
DOS
r Cf)) 0J/
O
I
TIN
Nam
O
r
Z
/
O I
OD
� P �
0 C/)
� 01
Cf)
°mom
m m
r-f
r /
NnI
��?
D
M0
=�C'o
D-
k�1
•
>m
0��
I'T1 I
I
m -i m
Al -1
C/)
mo
mm
mom
Z
j
Ch-ILINE 1 m m
O° o
z m
Z
Z
>
v
X
m
v
y 6, 9 ul
r_ 2 v, C �
z�
F-
n
0z
�o
\ cj�
CP 0000
C1.1 FT�
c�
z
n
n
O
FTl Z
ZJ FT Un
Z �
0-) �.
C
P F) O SS
...
,i
y
X m
I
=
ym
N
C)
n
Z C'0 C'0
rri
pD
0 n
OZM
o
� z
gym
�
F-
z
CTJ
o
—I O -C
D r
CIO � --A
r
D
r
m
FTI
P
G�
°
--A
I-
z
�cF
I-
n
zm
SN
A'q
D �O m
z�
,
--,
^�
Z
ry
z�
R1 �
0
c� O
�C10
rri
�o
z
z�
-<
1-900
D r'
C/)m
rri
�:::
-I 2
C -<
� 0
C
FTJ
FTI
CID O
PT =
cnm�
r
CD Cl) m
BCD 5•
+30 6
N
�
n
oz�
UJ
C�
0 n
OZM
W
<
0
z
OC� O
m
N
�
F-
\
O D
D m
D r
CIO � --A
o
r
m
FTI
P
G�
F-
--A
I-
z
mm
I-
n
zm
ry
z�
R1 �
0
c� O
�C10
rri
�o
z
z�
-<
1-900
D r'
C/)m
rri
�:::
-I 2
C -<
� 0
C
FTJ
FTI
CID O
PT =
cnm�
r
CD Cl) m
BCD 5•
+30 6
N
z
�
Cn O�
0 n
OZM
W
<
0
z
OC� O
m
O D
D m
D r
CIO � --A
o
r
m
> 0 p
DpC
!
(n
mm
--A
\
1
mm
n
T
O
zm
D �O m
z�
>
^�
Z
O
co
0
(n Z
r
/
0 D 0
D
0m u0 PC
= 1 +01.351
+
m m
r-f
0 \
m
z
�C/)
•
o
zm�z
I
m -i m
Al -1
D D
Z7 C7
Z7 C7
Om CIO
Cl) '°T
m 1 0O
O p O C �8x
Cf) :;0 m>0 .� M
O �u Cf) m
CO -rml
y � M M
z° ACA
=z
m ----1 o�
-0
° D C'() m
m 2 � f
� m Cf) � -c
y °z
/Ink)
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
U)
m
�
cnm�
r
CD Cl) m
BCD 5•
o
`0
z n
N
�
Cn O�
0 n
OZM
W
<
0
z
OC� O
m
O D
D m
D r
CIO � --A
o
r
m
klHLINE
(n
mm
--A
m m
1
mm
n
T
O
zm
z
z�
>
^�
Z
O
co
0
Z
r
C7
�
O
m
r-f
Cf)
m
z
�C/)
•
o
v
X
m
v
w
Ell
w
v
W N
CMAQ C -5114 GRANVILLE COUNTY GREENWAY
SPUR OF BIKE AND HIKE TRAIL
RE. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
0 ■ m SELLS
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
I 1
ZWp
�
Cn O�
0 n
OZM
�
OC� O
m
O D
D m
D r
CIO � --A
r
m
klHLINE
(n
mm
--A
m m
1
mm
°�
zm
z
z�
>
^�
Z
D_
J
Z
r
C7
�
O
m
Z
Cf)
�C/)
0 ■ m SELLS
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

4 /ly /ZUIZ 1U: .5/ AM; L: \AUCOUAU tiles \LUUpro
A
z
n cn
II z
w m o No�Th'
o
F '
Fri
P-1
I
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
U)
m
cnm�
r
CD m
CD
p
I
N
.......
W
N
<
C0
z
F9
<E]:)
N
o
N
y
T
n
O
C,4
I
z
m3
O
�
3
co
0
00
D m D
r
m
D
Z
3
3
3
< ��
-<
1
O
O
O
z z�
�n
m
Ln
.....
D
D
D
m a
56
C
�
co
=:I
Z
<
<
o
<
N
D-0
p �m
D
r_
m
i�
'I
F
II
z
C_ o
;0
N
5
m
z
�
O
v
O
O
Z
0
m
z
n
0
O
Z
m
v
A
z
n cn
II z
w m o No�Th'
o
F '
Fri
P-1
I
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
U)
m
cnm�
r
CD m
CD
p
o
°
z O
N
.......
W
N
<
C0
z
F9
P _ Z7
N
o
N
y
T
n
O
C,4
z
OZ. C
O
co
0
r-f
m
z
.
......
.....
o�
•
o
C-)ay
Cn
N
II
C_ o
CT }
v
O
Z
m
v
�d
+!b
n
cn
w
Ell
16.06
5L'90 +-b-b tf.d.
II z
(n -0
W m
o
w
O
C) QD
W N
-71
0
0
I-
0
rno
W
0
Tj
O
0
FTJ
0
F-
F-
0
:�- �;b �;7
rriz�
O
Z:Zm
CS O
1�X66�
CMAQ C -5114 GRANVILLE COUNTY GREENWAY
SPUR OF BIKE AND HIKE TRAIL
RE. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
�.
1 ....
Jv/>
--�3&z /
Wr ^
r
0
0
aLs
W
0l9
Lz 61
yzm
�oz
�X
�
I- NyCn
- z �
r
2
r
SO
= ld
= Od
J 65'!C +,9 = 1d
0 0
D
� o
�0) o
o00�
c� (FTI
u 1
0
0
I_
T o 0
V
� o
�o
o
000000
U� F-9
0
0
0
OmEWSPm
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
.......
......
P _ Z7
N
y
C,4
z
OZ. C
......., ..
.
......
.....
o�
C-)ay
Cn
II
C_ o
CT }
O
Z
_
z
�d
+!b
n
cn
ZOO
16.06
5L'90 +-b-b tf.d.
II z
(n -0
W m
o
O
C) QD
-71
y
m
Fri l7
o
m�
rri -<
z i
CMAQ C -5114 GRANVILLE COUNTY GREENWAY
SPUR OF BIKE AND HIKE TRAIL
RE. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27565
�.
1 ....
Jv/>
--�3&z /
Wr ^
r
0
0
aLs
W
0l9
Lz 61
yzm
�oz
�X
�
I- NyCn
- z �
r
2
r
SO
= ld
= Od
J 65'!C +,9 = 1d
0 0
D
� o
�0) o
o00�
c� (FTI
u 1
0
0
I_
T o 0
V
� o
�o
o
000000
U� F-9
0
0
0
OmEWSPm
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

0
O
O
A
N
+
O
O
r_y
Z�
�m
O
O
cn
O
O
z�
� C
C)oNn�
�4 Cr
0��72
'q
:1>
r
z
r
c)
O
O
J
+
O
O
Oo
+
O
O
O
+
O
O
C)
O�
CO
C7
y m
ZC
�m m
=o ��
�rri 2°
m� z�
Paz
~DO
+ r D
4Or
N
O
+
O
O
N_
+
O
O
P�
N
N
+
O
O
I
N
CA
O
O
C
--q
L
NFTJ
DO
C
N
+
O
O
f
i
60.82
+08.23
n
I
W5
+30.1
I
10+01.2
I �
� � I
C -C
n O
FTJ
FTJ
� O
O
z
w �
N
1
l
1. I
0
c�
l
1
I� \
o +n'
zm�
90zz<
�
J
0j
�
z
C
�a
+�
/
z
�
C�
rTJ
z
Cb
F
78x I f
3Q2
p
m�
p
ADZ_
y Z N
/
+ r n
N
N O r-
.
„ 0
n
7
x
Z
m
v m
n
N
Iy
N
No I
CA N
S k
I
9ka1
(f) Z
N
_O
ND
O
Ln
i
m
I
O Z
+ CA
(b O
�7
D
\
y I
A �-
\ '
I
AC I.
2
DK���
DK
e
,I
� I
G
e
AT
22
-28
AC
23x
Cl
s
o°
N
I
+
0
O
N
U'i
+
O
O
.0
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
m r, X x m :° CMAQ C -5114 GRANVILLE COUNTY GREENWAYS
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27505
zm�
90zz<
�
r
C
0j
�
z
C
o
�
�
C�
rTJ
z
F
m °
w�
O
Ohm
z
.
„ 0
m c
n
Z
m
v m
N
CA N
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27505
�
m�o
m �
-
z m.
�F-
r
O
Z N
C� U1
II z
-Ti Cn
m O
C,T' m
O
T1
m
m
0
O
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
r
C
0j
�
z
C
Cy1 C�1
O
—
C�
rTJ
z
�
m�o
m �
-
z m.
�F-
r
O
Z N
C� U1
II z
-Ti Cn
m O
C,T' m
O
T1
m
m
0
O
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
-0 0
�o
O �1
01 00
C�
rTJ
z
�
m�o
m �
-
z m.
�F-
r
O
Z N
C� U1
II z
-Ti Cn
m O
C,T' m
O
T1
m
m
0
O
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

4 /19 /2U12 1 U:.5S AM; L:
N
CY)
+
O
0
N
J
+
O
O
N
00
+
O
O
N
O
+
O
O
CA
O
+
O
O
GJ
+
O
0
CA
N
+
O
O
CA
CA
+
O
O
w
+
O
O
CA
+
0
0
CA
+
0
0
CA
+
O
0
CA
00
+
O
0
files \ LUUprojects \Ln gin eering \1U -4UU.5 CMAL C -5114 Uranvflle County Ureenway \UU- Urawfngs \U4- Sheets \CUU / FLAN AND F'NUFILL1.dwg; U/.2-F'Ian &Profile; USJCU4UbU
GJ W W W W W CA CA CA
N N C14 C4 -P� -� CD CD
CD O CP O Cn O l O l
336.61
l
n
cii
�o
z
V
11 z
11
�
o
-T1
�, lTl
m
=
o --I
..... ........
..
IIV
m
:1 .
--�
..
: : .,
: .., : ,, :
: ., : .,
: ,,
:
/
:.
r
0
m n
z
336.5
N
F °
m z
1,
:
�
336.36
R, m
0 CD
n
o
O
-111111111111-111111111111
.
. .
111111111-1111
:,
..
z
1: :
335.6
/.
:
�
336.11
:11.11:
I
335.4
:
..
: :
: :
. ...
:
I . .
S. 26 53.8
335.86
-
)
: B
CE. :335.84
cn . .
�`' - . -
I:
I
1111111111111- ....
..
.
. 11.. _ +a
:
.
: :
:
:
I
11: I1j
335.0
__ EVCS.
27 +.03=.85
_ . _ Q0 '
w +
//
334.86
-
/�
E /C
334. 2
N o00
..... ........
:
........ ........
..
° _.
BVCS 2
+36 10
_<
-
BVCE
33.43 „ cn
332.8
,D
332.94
Oo
III
x;,11
,II
-111111111111-111111111111
1111111111111- ............ EVCS 27`+
6 1111111111111-1111111 0
CA . 11 N
...
`° :o
_rn.
...
: :
: :
: 3
3 : :
.N
EVCE . 33
.30
331.5
/
w
332.23
:I: .
o:
:11.11
........ .......
..
it
... ..
0
l �.
329.8
331.98
/
1111111111111- ....
:
.
f
328.4
�;
331.01
°
�,,
328.7
. .
331.72
: 0
.....
....... .
_...
e ..
..
c
0
329.8
332.42
/.,
:11.11
........ .....
.. ..
o
..
...
i
o:
326.3
:
330.44
I.
326.2
1111111111111- ....
...
...
. _E . .
J: .
,
..
...
328.44
0,
.....
.. M
co:
...
/
VCS 31 +43
76
325.1
, U): .
326.46
r
W
I
/
r 0:
o 0
_....... .
,
......... ...........
CD D:
..
_:
. ..
. ..
rr
G m
�;�
G; -
O
325.0
;.
D, C/)
z. o
325.55
o r D
�
rnm
I
11 II,C II
� m:
r-
;11.11
3
r� a): :
:
\
1 33
_ , _II W
: N O CA +
D <:
I I
\;
°�''ooN
II=
326.0
CA: ,
326.39
: \
`o: rn
° U1,=
.
o cry
cn
CD: :
EVCS. , 3
+93;76
328.8
-
328.97
\
:\
:11.11:
.....
: ..
..
\:
\ c3'
332.0
\�,
332.22
,\
N
�G
3:........ 3.
3............ 3.........
3:. ;....
;1111. . ;1111. .;
\
; 1111... ; 1111..
?•.
.
©
:1111..
.. ... ..
D
�.
:
:
:
8
11
m; D
335.1
:
S; 34 +05.1
C.
�
11 II
I II
335.47
- :,
: U:
cn, w: +:
CD: -
413 CI1
.. .....
.. .... ..
..
.. ...
:
:,
:, : :, ,
VCS.: 34 +2
: :, : _
.11
C�+ : :
\
EVCE 336.
5
338.0
LA w w w w w CA CA CA
N N C1J C NI -01 -01 Ui Ui
Ui O Cn O Cn O l O l
-0 z
0i z
0) o
,� z
U6100?J-
C>J �
.
IIZ
C-ii
0
=
-
II
C11
G
00
m
r
(n
m
0
1
O
z
J
CA
D
ZmZ
goz<
---I
z
l
n
cii
�o
z
V
11 z
11
�
o
-T1
�, lTl
m
=
o --I
z
IIV
m
C.T
--�
s
I
I
\ SS
F
I I
1 1
1
H
a
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
m -000-11 9 m -- < CMAQ C - 5114 GRANVILLE COUNTY GREENWAYS
0
D
ZmZ
goz<
z n
� �
°
N
o(-)
-0 0i
cii
�o
z
��
z
z
z
cn
�
�0
cA
F9
z
-0 G r
m °
O
1111111111111111111111
4
h m
K
0
m n
z
N
F °
m z
m
0 X
R, m
0 CD
0
N
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27505
MATCHLINE 3
m
z
m
Tj
r
■
OmEWSPm
0,-
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
r
FTI
o(-)
-0 0i
cii
�o
z
��
z
01 00
z
cA
F9
z
■
OmEWSPm
0,-
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

4/19/2U12 1U: 24 AM; L: \AutoUAU tiles \ LUUprojects \Ln gin eering \1U -4UU.5 CMAL C -5114 Granville County Green way \UU- Urawfngs \U4- Sheets \CUU / FLAN ANU NKUFILL1.dwg; C /..5- Nlan &Nrot1le; USJCU4USU
w
0
+
O
O
O
+
O
O
+
O
O
N
+
O
O
CA
+
O
O
+
O
O
+
O
O
rn
+
O
O
+
O
O
41
00
+
O
O
41
co
+
O
O
CA CA CA CA CA CA CA CA CA CA LA L^
w w � � Cn CD a) a) � � Coo oc
355.2 O Cn O Cn O U O cn O cn o Cr
357.2
z N
N
0 C
Cn
�^'
II z
357.03
-Tl C
CJ,
°'
�. �
\
BVCS: i 3
+40.04::
I
: 0
358.8`'
358.74
EVCS:
9 +70.04
I jl
C
O N (:A
EVCE:
359.11
m
BVCS: 3
+82.98 0
: o
x':
II
-
EVCE;
59.24
359.5
II II
359.60
EVCS:
40 +12.98
<
O a CO +
EVCE:
�© BV
S: 40 +27.6
<
D
360.14
..
C,a.
o
-
nI -I
rD
o
B
CE: 360.87
I
II < II
362.0
:0: -
11 '
361.74
-
w,o
°
EVCE: 361.
2
'�
0 -' �
N
O
d�
N
Q .
363.2
0
364.6
364.51
/
_
I
364.4
_
365.26
°- o
I
BV
D
cn o
I
m z
r
E: 365.40
m : : �
0o II II
.
< II m
II
365.7
I
< a, w
�Dm
N II <
365.51
Y °O�CA�
II
E; 365.40
EV
J +
an
� G cn
o�Q
J Do .
364.4
=
I
=
c-)
_ =
I
<�_
-
o =i
BVCS:
43 +34.59
D cn
r- �
Z:-: o .
.
364.5
P
II II D
-i
cn m
BVCE
364.43
364.44
EVCS:
43 +64.59:
o I II
<
o�CA:w
O o �
II
II
EVCE•
364.35
0���
W
364.0
364.00
t
co
/o
I°
363.3
363.50
I
r
0
BVCS: 44
85.13
v
363.0
: p
�
BVCE: 3531
5 cn
363.04
°o
<I
NI
II
P
m
EVCS: 45
35.13
0 o � +
N
EVCE: 3
3:15
363.5
o
363.29
N
O
O
363.7
363.79
:
(
BVCS:
6+27.61
j
c
: : : :
: : : :
: : : :
: : : :
: : : :
: : : :
: : :
x a
n
BVCE:
364.07
al
364.5
II
364.33
- rn II
EVCS:
:
46 +77.61
o
:
�
+
C)i
-
01
EVC
364.76
aN,
365.2
365.15
366.1
I.
366.03
367.0
366.90
BVCS:: 48
47.15
367.6
367.77
: I
BVCS: 36
.73
I
1
0
� m �
° �
II
{
368.4
o
II II
368.48
I
I .
: C?
I
N O) +
U 0)(P
..
i
EVCS:
9 +47.15
Cn
369.0
368.86
�°
EVCE:
368.85
cn
O
CA CA CA CA CA CA CA CA CA CA CA (j.
W W � 4� Cn Cn CY) CY) J J Cb Cx
O Cn O CD O cn O Cn O Cn O CT
© WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
Cl) -0 G) G)� 0 30 � m
m r m �j r cz m\ G
"' z r.,
ZmZ � � � o
z
0 -0 goz< ° � cn
G r m ° O
oft C4 K
IIIIIIIIIIIIIIIIIIIII
O -<m z
m n
60 O 0 co
m 0 D
z m T
o m
N
co N
O
z N
N
0 C
Cn
II z
II- I
-Tl C
CJ,
O m o
m
= O --I
IIV �
Cr1 --i
G
O
O
00
m
r
I
G
m
n
O
z
IV
O
7s,
m
r
I
U)
m
n
1
O
z
W
00
7
m
r
I
Cn
m
0
1
O
z
CMAQ C - 5114 GRANVILLE COUNTY GREENWAYS
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27505
MATCHLINE 3
/ :n ,U;u .. I = rn
yr m .� - c�
mm� z
2z o :` I
M ' (' R1
znm ti
-I -< o I 'C., .... m m
L€ ` ;L +01� I
.... �
:r�' (-T1-0
n °o
�
-0 QD
Cn �
m�0
:r�' � �
m
m
z
1, 11 gCo I
=z�
I-N �� C)
�� + m
to >c m- wm�
..,, -
o �� Liz z Cf) _ -
=0° z �z
T_ C)
/\ D �7 11 + r
_' - D
m
N�� z�
�� r; - -�
Dc i I
�� I�
� 11 11 .... -
mz
86'9L hL�;' 1d 9f'bL +l" od _ m
6�'Z6 +Lim
1 N -< �
�^ SL'1�6 +tip Ld + - - - - - -
V, a
r
m L9'� L.. OdI o
I
�Z�L� +z� :: 1.
O z
z +z-� , <<.g� +z� = 1d
0
�o t I x
W y.. z 1 D c
�z
-.
�_. . . ;;a K: ;;a -IC) rri
N
+;gym I I,� � (� (�
(A I 01 m� +�� 022
06 z � X� ,, -1 -1
: ,
�� :
��
I . � 1d
I
+£
-- _.
-I
FTJ
O n
co 0)z
O
� � U)
U 00 �
C)
n�y�
r-r�,,
II
c�,� r. ..
c��.:.
h�
r(yye� •,::. ` 4
'+ ^1. 1. :: 4
r �d
n-a X6'06 +fib o
1. 0 p 5L'90 +b ld z
(A -0
Q .
'`
I
rrj o .... I I `�
C/) ;0
m�
z�
U
+ ___ --
II t
C) I1 I
co � I I�
7 0 10
m
m:
z ...
I 11
n 1
-< I 11
,,
C) r �
�:o I
0i y ,
r +
co m �_ I O
n O
O z �`
--� 4h. I.
II.
I.
1
o --
,-
--
1.
(.
I 11
f o
Lf) �
Io �(n
�_ o
LL'LL +6, _ Jd I +1.
11 T -1
I I
I
SO'LL -f-6-t,
.ld... cfl
rn
....
......
m
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
O
z N
N
0 C
Cn
II z
II- I
-Tl C
CJ,
00
m
r
I
G
m
n
O
z
IV
O
7s,
m
r
I
U)
m
n
1
O
z
W
00
7
m
r
I
Cn
m
0
1
O
z
CMAQ C - 5114 GRANVILLE COUNTY GREENWAYS
SPUR OF BIKE AND HIKE TRAIL
E. LYON STATION ROAD TO POND DRIVE
GRANVILLE COUNTY
122 WILLIAMSBORO STREET
OXFORD, NC 27505
MATCHLINE 3
/ :n ,U;u .. I = rn
yr m .� - c�
mm� z
2z o :` I
M ' (' R1
znm ti
-I -< o I 'C., .... m m
L€ ` ;L +01� I
.... �
:r�' (-T1-0
n °o
�
-0 QD
Cn �
m�0
:r�' � �
m
m
z
1, 11 gCo I
=z�
I-N �� C)
�� + m
to >c m- wm�
..,, -
o �� Liz z Cf) _ -
=0° z �z
T_ C)
/\ D �7 11 + r
_' - D
m
N�� z�
�� r; - -�
Dc i I
�� I�
� 11 11 .... -
mz
86'9L hL�;' 1d 9f'bL +l" od _ m
6�'Z6 +Lim
1 N -< �
�^ SL'1�6 +tip Ld + - - - - - -
V, a
r
m L9'� L.. OdI o
I
�Z�L� +z� :: 1.
O z
z +z-� , <<.g� +z� = 1d
0
�o t I x
W y.. z 1 D c
�z
-.
�_. . . ;;a K: ;;a -IC) rri
N
+;gym I I,� � (� (�
(A I 01 m� +�� 022
06 z � X� ,, -1 -1
: ,
�� :
��
I . � 1d
I
+£
-- _.
-I
FTJ
O n
co 0)z
O
� � U)
U 00 �
C)
n�y�
r-r�,,
II
c�,� r. ..
c��.:.
h�
r(yye� •,::. ` 4
'+ ^1. 1. :: 4
r �d
n-a X6'06 +fib o
1. 0 p 5L'90 +b ld z
(A -0
Q .
'`
I
rrj o .... I I `�
C/) ;0
m�
z�
U
+ ___ --
II t
C) I1 I
co � I I�
7 0 10
m
m:
z ...
I 11
n 1
-< I 11
,,
C) r �
�:o I
0i y ,
r +
co m �_ I O
n O
O z �`
--� 4h. I.
II.
I.
1
o --
,-
--
1.
(.
I 11
f o
Lf) �
Io �(n
�_ o
LL'LL +6, _ Jd I +1.
11 T -1
I I
I
SO'LL -f-6-t,
.ld... cfl
rn
....
......
m
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
L€ ` ;L +01� I
.... �
:r�' (-T1-0
n °o
�
-0 QD
Cn �
m�0
:r�' � �
m
m
z
1, 11 gCo I
=z�
I-N �� C)
�� + m
to >c m- wm�
..,, -
o �� Liz z Cf) _ -
=0° z �z
T_ C)
/\ D �7 11 + r
_' - D
m
N�� z�
�� r; - -�
Dc i I
�� I�
� 11 11 .... -
mz
86'9L hL�;' 1d 9f'bL +l" od _ m
6�'Z6 +Lim
1 N -< �
�^ SL'1�6 +tip Ld + - - - - - -
V, a
r
m L9'� L.. OdI o
I
�Z�L� +z� :: 1.
O z
z +z-� , <<.g� +z� = 1d
0
�o t I x
W y.. z 1 D c
�z
-.
�_. . . ;;a K: ;;a -IC) rri
N
+;gym I I,� � (� (�
(A I 01 m� +�� 022
06 z � X� ,, -1 -1
: ,
�� :
��
I . � 1d
I
+£
-- _.
-I
FTJ
O n
co 0)z
O
� � U)
U 00 �
C)
n�y�
r-r�,,
II
c�,� r. ..
c��.:.
h�
r(yye� •,::. ` 4
'+ ^1. 1. :: 4
r �d
n-a X6'06 +fib o
1. 0 p 5L'90 +b ld z
(A -0
Q .
'`
I
rrj o .... I I `�
C/) ;0
m�
z�
U
+ ___ --
II t
C) I1 I
co � I I�
7 0 10
m
m:
z ...
I 11
n 1
-< I 11
,,
C) r �
�:o I
0i y ,
r +
co m �_ I O
n O
O z �`
--� 4h. I.
II.
I.
1
o --
,-
--
1.
(.
I 11
f o
Lf) �
Io �(n
�_ o
LL'LL +6, _ Jd I +1.
11 T -1
I I
I
SO'LL -f-6-t,
.ld... cfl
rn
....
......
m
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
-I
FTJ
O n
co 0)z
O
� � U)
U 00 �
C)
n�y�
r-r�,,
II
c�,� r. ..
c��.:.
h�
r(yye� •,::. ` 4
'+ ^1. 1. :: 4
r �d
n-a X6'06 +fib o
1. 0 p 5L'90 +b ld z
(A -0
Q .
'`
I
rrj o .... I I `�
C/) ;0
m�
z�
U
+ ___ --
II t
C) I1 I
co � I I�
7 0 10
m
m:
z ...
I 11
n 1
-< I 11
,,
C) r �
�:o I
0i y ,
r +
co m �_ I O
n O
O z �`
--� 4h. I.
II.
I.
1
o --
,-
--
1.
(.
I 11
f o
Lf) �
Io �(n
�_ o
LL'LL +6, _ Jd I +1.
11 T -1
I I
I
SO'LL -f-6-t,
.ld... cfl
rn
....
......
m
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
n�y�
r-r�,,
II
c�,� r. ..
c��.:.
h�
r(yye� •,::. ` 4
'+ ^1. 1. :: 4
r �d
n-a X6'06 +fib o
1. 0 p 5L'90 +b ld z
(A -0
Q .
'`
I
rrj o .... I I `�
C/) ;0
m�
z�
U
+ ___ --
II t
C) I1 I
co � I I�
7 0 10
m
m:
z ...
I 11
n 1
-< I 11
,,
C) r �
�:o I
0i y ,
r +
co m �_ I O
n O
O z �`
--� 4h. I.
II.
I.
1
o --
,-
--
1.
(.
I 11
f o
Lf) �
Io �(n
�_ o
LL'LL +6, _ Jd I +1.
11 T -1
I I
I
SO'LL -f-6-t,
.ld... cfl
rn
....
......
m
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891
■
Transportation & Infrastructure
15401 Weston Parkway Suite 100 • Cary, NC 27513 • 919.678.0035
www.wspsells.com
License No.: F -0891

Go
ccov
IN
0
Elm
41
4■
t.
ALTEC INDUSTRIES, INC.
DB 768150
PB 22195
EXISTING TOWN OF BUTNER GREENWAY EASEMENT
(PB 391135)
50' RIPARIAN
BUFFER
3-Eleoclnus punqens
M Thorny Eleognus
3---Viburaurn.'plicotum tomentosurn onesti 5-Gal.
Marie's Doublefile Viburnum T_
7 -Gal 3-Myrica cerifero
rh firin h /"rn v Alfo hen ' I Wax AA rfjz
1.4 e y �.' 11.1 ;1 r_ t_1 JL
Marie s Doublefile Viburnum Alleghony Leatherleof Viburnum TOP OF BANK
7 -Gal. 7-Gal. STREAM
ein f,*,4 t, I 'Alta 1,
3- Viburnum y wh", v %at It ^ luu U"v -3-Eleoqnus pungens
Alleghony Leotherleof Viburnum Thorny Eleagnus
7-Gal. 9-Viburnum rhytidophylum x Alleghany' 5-Gol.
1 -Cotinus coggyrio Alleghany Leatherleof Viburnum
Smoketree — 7-Gal. 8- Viburnum lica tun\
tome
ntosun 'Moriesii'
I-1/Z $ Cat, Marie r ,I IM 1 /*k uf"U"
—
-- 7-Gal
7.7 �1777-
-E
-3 uen mks
t
pm pe
p
Nw -
5Gal.
5-Gol.
"
S SS SS SS__
SS SS SS SS SS Shy _S
--­-------
1 -Cotinus c2qqvriq
Smoketree \ 3-Viburnum rhytidophylurn x 'Ali
1- 112" Col. 3-Viburnum rhytid—J-1— 2Y-L. Alleghony LeofHerleof Viburnum
-Coti 711 dal. Leatherleof Viburnum 7-Gol,
BENCH AND TRASH RECEPTACLE TREE
-SEE 7-Gol.
-SEE DETAIL LINE PROPOSED VARIABLE WIDTH
11 Vi 5—Efinnumlic 0/atus 'Compocto, GREEN WAY EASEMENT
-Viburnum, 2licoturn tomentosurn 'Moriesii'
Marie s Doublefile Viburnum Compact Burning Bush
7-Gol, 5-Gol. 15 SAN/ TAR,
CARDINAL f-7 F_ /-\ L I r-I 1.3 F_ v v C r1\ C M 1D E- IV/ C- 1 14 1
�j MANUFACTURING, LLC (DB 2371396)
DB 12141114
--A
PB 81107
Nf]=
J
7 -Gal.
3 -Ater rubrum 'October Glory'
October Glory Red Maple
3-,Viburnurn rhytidop�y_lum
x Alleqhony
A'I e hony Le a the rleo Vi burn
um \)_xWETLAND AREA
CON TINUES
THIS SIDE
ALTEC INDUSTRIES, INC.
DB 6161783
PB 91105
5-Eleoqnus eungens
Thorny Eleognus
5-Gol.
3 -M rice cerifero
Wax Myrtle
7-Gol.
1 -Cornus florida
Dogwood 50' RIPARIAN
15 Gal BUFFER
1 -Cercis conodensis
3-Cercis conodensis
Redbud
Redbud 15 Gal
15 Gal WETLANDS
1
PROPOSED TEMPORARY Do -Carnes florida gwood
CONSTRUCTION EASEMENT 15 Gal
1, DATA NOT SHOWN - FOR ALL PERTINENT DATA NOT SHOWN, SEE APPLICABLE
CONTRACT DOCUMENTS.
2, PLANTING - THE PLANT MATERIALS SHOWN ARE APPROXIMATE, CONTRACTOR
SHALL SET THE PLANTS AS SHOWN, THE LANDSCAPE ARCHITECT WILL
APPROVE THE LAYOUT PRIOR TO THE CONTRACTOR DIGGING THE
PLANTING HOLES. PLANT MATERIAL TO MEET z60.1 2011 OR LATEST
STANDARDS. ALL ROOTBALLS REMOVED FROM NURSERY CONTAINERS
SHALL BE SCARIFIED PRIOR TO BACKFILLING. PLANTLIST IS FOR CONVEN-
IENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND
PLANTING ALL PLANTS SHOWN ON PLAN. IF THERE IS A DISCREPANCY
BETWEEN QUANTITIES SHOWN ON PLAN AND PLANTLIST, PLAN SHALL
GOVERN CONTRACT.
3. AMEND TOPSOIL IN PLANTING HOLES WITH AGED PROBASE SOIL
CONDITIONER BEFORE PLACING IN BEDS. USE 25% PROBASE
CONDITIONER BY VOLUME WITH 75% TOPSOIL.
4. ALL TREES AND SHRUBS SHALL BE MULCHED WITH 4" OF AGED, TRIPLE
SHREDDED HARDWOOD BARK MULCH.
5, ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR.
6. LOCATIONS OF EXISTING UTILITIES ON THIS SITE ARE APPROXIMATE AND MAY
NOT BE SHOWN. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS
OF ALL UNDERGROUND UTILITIES AND BE RESPONSIBLE FOR SAME, CALL
NORTH CAROLINA ONE CALL CENTER (NCOCC) 1-800-632-4949
Scale I' = 40'
4)
z
06
W
W
0)
j
LLJ
T_
t r%
CD
F—
CV)
W
z
Uj
0
0
I-
Z III
Z E
'0
W
Ca
60
ot-
It N
00
C
ca M
705
0
0
>
w
�e
Z
= U_
5 _j
;E8
Z
0
Z
ca
F-
c4
C14
V
U.
F—
0
0
(n
cr
Z
0
cc
M
CL
z
W
W
J%..00
LL
j
LLJ
t r%
>
F—
z
W
z
0
0
I-
Z III
Ows
W
Z
<
ot-
It N
00
.j
0
Uj co z
_J ct) d
Jo
>
w
�e
Z
= U_
5 _j
;E8
Z
0
Z
ca
F-
c4
C14
V
U.
F—
0
cr
Z
0
Uj

ALTEC INDUSTRIES, INC.
DB 6161783
PB 91105
C
n 0
Z
QL
liz
I —Quercus texono
Nutall Qa
2­�
_j
E 131 _4" MAPU
I
uniperus dovuri&d:.­,`E,
rson s Juniper
_j
1 —Acer rubrum
October Glory Re
L 5—Juniperus dovi
M Parson s Ju rf" w
3—Gal.
SE WOPK
MIT Of BA
- ----------
R1 P R A P
LINE E)ITCH
3­1
Octob r\ lorv'
cer rubrum
October Glory Red Woole\
Col
180 C.P.&L. TREE
LINE
(PROGRESS ENERGY)
EASEMENT
"MO WAKE 50"
15' SANITARY
AY 0
SEWER EASEMENT
STRUCTURE #148
(DB 5841452)
1 —Ater rubrum ctober
ty G_Ior L
y
October Glory ed Maple
2" Cal.
ss E)
S
ss
15' SANITARY
SEWER EASEMENT
1.5 SANITARY PROPOSED TEMPORARY
V (PB 5841454)
SEWER EASEMENT CONSTRUCTION EASEMENT
L
(DB 2461325)
5•Viburnum rhZtido hylum x 'Ails ghen Z'
Alleghony Leatherleof Viburnum
7—Gal.
N31 '45'.39 —'W—
6—Vibumum rhytidophylum x 'Alta 2hqPz_ 1099.5 7'
1 —EleoQnus ens
Allegheny Leatherleof Viburnum
0
l
Go.
Thorny Eleognus 7— 20—Elea gnus 2ungens
5—Gol. Thorny Eleognus 3—Viburnum rhytidophylum x 'Alleghony' 50' RIPARIAN
5 —Gal.
Allegheny Leatherleof Viburnum <
7 —Gal. BUFFER
. . . .......
S
------------- -
RIM
s7s -
S M
S C
3— Viburnum plicotum tom �ntosum Moriesii'
TREE Marie's Doublefile Viburnum L-
3—Cotinus coq Qyr a 5—Gol.
Smoketree LINE
20' SANITARY
1— 112 Col.
40'X40' PUMP SEWER EASEMENT
PROPOSED (P8 241146)
SPATION SITE U
RI AN 0
GREEN WA Y U
08 2371182) a
15' SANITARY U
EASEMENT-
FFER SEWER EASEMENT
conodensis
TOP OF BANK
(DB 2371182) 3
WETLANDS
40 U
IV
G
)er Glory'
pie
`,fi:xponso,
V)
1 —Ater rubrum 'Octobii I
0,qtober Glory Red Mopl
>2 -'i' Ca I.
C4
z v),
0 P 0 S
X\ EEN Y
NT
_Aced\ brb T�,October glory-,
October -'Glofy Red Maple
2 0k--`
6" PRADIFORD PEAR
DRIP ONE RAI),=S'
0
8" RRADFORD PEAR
DRIP LINE RAC). =10'
W
CY)
C)
"AL,
16w
tIf
(C!
CD
V_
0)
C*1
V)
Uj
Z
E
68
0
0-
•
•
M
a
0
"AL,
tIf

DAVID A. HOCKADAY
D3 56 71761
DE 6671687
EDEN R. M/ TCHELL
DB 12791111
FLEMING FAA41LY
CEME TER Y
POND DRIVE
50' PRIVATE ACCESS EASEMENT
RETAINING
WALLS BENCH AND TRASH RECEPTACLE
6' WOODEN 3-Juniperus davurica 'Exponso
C4 PRIVACY FENCE Parson's Juniper -SEE DETAIL
R 3 -Col. N43-00'51 "E
LIIZ�UY FENCE L
An
N4
N4333'08"E
N44*50' "E 453.92'
x x J,
x
�301.45
x
1.11­� .
PROPOSED GREEN WAY PROPOSED GREEN WAY EASEMENT >j
EXISTING 7" &RADFORD PEAR EXISTING 8- RRAOFORD EP
EXI-STING 6" PEAR DRIP LINE RAD,=9' DRIP LINE RA!),-g'
(L
DRIP LINE RAD. =S' END CURB EXISTING 6' WARLE
VRIP LINE RAD,_CV
Lo
73n
A? ........ . .
PROPOSED TEMPORARY 0
1-Quercus texona 'Nutalli'
CONSTRUCTION EASEMENT
X Nutoll Oak
2-112" C
EXIS TIN
DRIP LINr RAD,=6 EXISHNG h' MAPLE
1 -Acer rubrum 'October GloLZ'
E X'IS IING 8" BRADI-ORD .EAR
_ol.
C 5" MAPLE
DRIP LINE RAD,=10' RETA_j� 14G JAL (J]
-4,� I I 'I--"- \," I DRIP LINE RAO,�6' October Glory Red Maple Q.
1 -Querc , I e
us texonb 'Nutalli' �Q r, clus texono 'Nutalli'
Nutoll Oak oil k 2 " Col.
*$ Col. f* E)OSIING 5" MAPLE Y) )
2-112 2-1 Col. -'--I --,-Acer ru rum 'October Glor
DRIP LINE RAO.-­5'
5-Juniperus urico 'Ex onso >October GI ry Red Maple
i rUs dovur n 1 -Quercus texono \< 2 Col.
Parson's Jun•ioer Jun ica 'Expo ku t
Pbrson's niper Nutall Oa . ..... 7-
3-Gal.
Col.
Gal. 12 w
1 1 Viburnum o* ento
2 1
�;urrf �'Moriesii'
Nutall Oak ries Doublefile Viburnum
I _�Uercus texono 'Nuto atum
0
2 1, Vi rn pljlc, tum tomentosurn 'M r 511 Gal.
112 " Col. LO
40 1 Doub�vI6 Viburnum
GOLDSBORO PROPERTIES, LLC
DB 7701752
if
99
GRANVILLE COUNTY
DB 768150
40 0
Cr)
0)
v-
LO
Uj
Ill-
4-
N
Z E
40
6 8
M 0i
0-
0
C> a
A_
0
0
CL
>,
to
CU
DAVID A. HOCKADAY
D3 56 71761
DE 6671687
EDEN R. M/ TCHELL
DB 12791111
FLEMING FAA41LY
CEME TER Y
POND DRIVE
50' PRIVATE ACCESS EASEMENT
RETAINING
WALLS BENCH AND TRASH RECEPTACLE
6' WOODEN 3-Juniperus davurica 'Exponso
C4 PRIVACY FENCE Parson's Juniper -SEE DETAIL
R 3 -Col. N43-00'51 "E
LIIZ�UY FENCE L
An
N4
N4333'08"E
N44*50' "E 453.92'
x x J,
x
�301.45
x
1.11­� .
PROPOSED GREEN WAY PROPOSED GREEN WAY EASEMENT >j
EXISTING 7" &RADFORD PEAR EXISTING 8- RRAOFORD EP
EXI-STING 6" PEAR DRIP LINE RAD,=9' DRIP LINE RA!),-g'
(L
DRIP LINE RAD. =S' END CURB EXISTING 6' WARLE
VRIP LINE RAD,_CV
Lo
73n
A? ........ . .
PROPOSED TEMPORARY 0
1-Quercus texona 'Nutalli'
CONSTRUCTION EASEMENT
X Nutoll Oak
2-112" C
EXIS TIN
DRIP LINr RAD,=6 EXISHNG h' MAPLE
1 -Acer rubrum 'October GloLZ'
E X'IS IING 8" BRADI-ORD .EAR
_ol.
C 5" MAPLE
DRIP LINE RAD,=10' RETA_j� 14G JAL (J]
-4,� I I 'I--"- \," I DRIP LINE RAO,�6' October Glory Red Maple Q.
1 -Querc , I e
us texonb 'Nutalli' �Q r, clus texono 'Nutalli'
Nutoll Oak oil k 2 " Col.
*$ Col. f* E)OSIING 5" MAPLE Y) )
2-112 2-1 Col. -'--I --,-Acer ru rum 'October Glor
DRIP LINE RAO.-­5'
5-Juniperus urico 'Ex onso >October GI ry Red Maple
i rUs dovur n 1 -Quercus texono \< 2 Col.
Parson's Jun•ioer Jun ica 'Expo ku t
Pbrson's niper Nutall Oa . ..... 7-
3-Gal.
Col.
Gal. 12 w
1 1 Viburnum o* ento
2 1
�;urrf �'Moriesii'
Nutall Oak ries Doublefile Viburnum
I _�Uercus texono 'Nuto atum
0
2 1, Vi rn pljlc, tum tomentosurn 'M r 511 Gal.
112 " Col. LO
40 1 Doub�vI6 Viburnum
GOLDSBORO PROPERTIES, LLC
DB 7701752
if
99
GRANVILLE COUNTY
DB 768150
40 0

OD
0
en
N
O
0.
76
to
ui
^A
1J
a
CONCRETE FOOTIM
ACCORDING TO LOC
SOIL CONDITION;
1/4' x 1 -112' SOLID
STEEL BRACING
RECOMMENDED
SEAT HEIGHT
INTEGRAL WELDED CROSS - MEMBERS
OF 1.7/8' TUBULAR STEEL
A STEEL ANCHOR TAR IS WELDED
TO THE BOTTOM Of THE LEG TO
HELP SECURE THE ASSEMBLY IN
THE CONCRETE FOOTING
AVAILABLE OPTIONS:
POWDER COATING
SLAT TYPES
RECYCLED PLASTIC SLATS .
CDLOF WALNUT
2' SQUARE
TUBULAR STEEL POSTS
MOUNTING
IN-an
LENGTHS
STANDARD 6' LENGTH SHOWN
NOTES:
I. DRAWINGS NOT TO SCALE, OO NOT SCALE DRAWINGS.
2, ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTEO, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY
POWDER- COATED WITH T,G,I.C, POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND
COATED NILE NOT TO FILL CREVICES AND BUILD COATING FILM. CDATED PARTS ARE THEN FULLY CURED TO COATI% MANUFADINER'S
SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES B -10 NILS 1200 -250 MICRONS).
♦ � l
Z" t AVCD nr AAf It r W
TOPSOIL AND t PRO-BASE SO.
CONDITIONER CONTINUOUS rs.
BEDS - TAMP UNDER ROOTBALLS TO PRE-
VENT SETTLING
TRANSPLANTED
HAVE SAME RELATIONSHIP
FINISHED TO GRADE AS T 4>i
GRADE WHERE PREVIOUS
PLANTED
3" LAYER OF MULCH
ABOVE FIN. GRADE
-2 "X2 "X18" OAK
STAKES SET AT EQUAL
SPACING AROUND TREE
SUBSOIL BROKEN WITH
PICK
NEVER CUT A LEADER
THIN BRANCHES BY 1/3 RETAINING
NORMAL TREE SHAPE
RUBBER HOSE SECURED WITH 12 GA.
PLIABLE GALVANIZED WIRE
Cl}

11
WOOD RAIL
WHERE SHOWN IN WALL ELEVATION
(SEE DETAIL THIS SHEET)
4" CAP UNIT
NON-CORROSIVE
FIBER GLASS PINS
offimummumm
ACCOUNT FOR SLOPE
OF AS ILL IN WALL DESIGN
6"
FINISHED GRADE
CONC. FILL
FREE DRAINING
�l 2- GRANULAR
3" THICK—/ FILL
CONCRETE
LEVELING PAD
EXISTING GRADE
VARIES
GEOGRID SOIL
REINFORCEMENT
4" CAP IMIT
GRANULAR
FILL
UNITS IN
WS WHERE
IY DESIGN
11 ifMAN '­VP41,,RLJL
LEVELING PAD
B TYPICAL GRAVITY SECTION
EXCAMATION
ZLICIT
z
Q
4" CAP UNIT
#4 0 6'-0" 0,C,
NON-CORROSIVE
FIBERGLASS PINS
STANDARD UNIT
EMBEDDED POST MAY BE
TRIMMED J" MAX. IF REQ'D
FOR FIT. APPLY WOOD
PRESERVATIVE 'I'D CUTS PER
MFGR'S INSTRUCTIONS.
60
'FOR DETAILS NOT SHOWN
SEE IN(PICAL RAIL DETAILS"
ON SHEET SlOt
WOOD POSTS @
4'-6" SPACING
PROVIDE HANDRAIL ON
IYPE 'A' RAIL
OMIT HANDRAIL ON
TYPE '13' RAIL
Z
CONCRETE FILL
SET POST IN
CONCRET E
UPPERTHREE COURSES
FULLY GROUTED ENTIRE
LENGTH TO 24" DE PT �H
3411
RETAINING WALL RAILING SECTION & PLAN DETAIL
SCALE, N.T.S.
CONCRETE LEVELING PAD
SCALE: N,T,S.
I" —WfrV HN10r,MMOr�M
C LEVEL
(2) - 4" CAP
(1)-.
all ST p czwnwN, ImAy rr,
ANY INCREMENT OF 8"l
k� j
LEVELING PAD STEP ELEVATION
SCALE: N.T.S.
,I f= to
W141 T
TOP OF WALL STEP
SCALE: N.T.S.
im
IN
'El"F'RCED 'R GRAVITv SEGMENTAL RETAINNG WALLS-
SPECIFCAT10"S IN u u
(LAYER N)
REINFORCED FILL AREA
2�j IUNQ ION RUU, E UIENT
_EC I- AL__ j3— 5
EQUIPMEN � SHALL BE ALLOWED WITHIN 3 FEET OF THE WALL UNITS. BACK FILL SHALL BE PLACED FROM THE WALL REARWARD IT S ENSURE
THE DESIGN SHOWN HEREON IS BASED ON DETAILS PROVIDED BY KEYSTONE RETAINING WALL SYSTEMS. DETERMINE SOIL BEARING CAPACITY IN
THE FOUNDATION BEARING CAPACITY THAT WAS ASSUMED FOR DESIGN SHALL BE NOTED ON THE SHOP DRAWINGS AND VERIFIED IN THE FIELD.
Lu
EMBEDMENT PER —
IE
COPIES OF THE T ST DATA SHALL BE FILED WITH THE ENGINEER, THE FOOTING SHALL BE CLEARED OF LOOSE SOIL. A MINIMUM OF 120 OF
6i STATE OF NORTH CAROLINA. DESIGN MUST ACCOUNT FOR SOIL PROPERTIES (BOTH. EXISTING AND PROPOSED), DETAILS OF BLOCK SELCECTED BY
MANUF. BUT NOT
U 'RIAL
—UNSUITA LE M AT
THE CONTRACTOR, AND DESIGN ASSUMPTIONS SHOWN HEREON.
LESS THAN 1,5" FOR
(LAYER 2)
WET SOILS SHALL NOT BE ALLOWED, MATERIAL PASSING THE #40 SIEVE SHALL NOT HAVE LIQUID LIMIT OF GREATER THAN 30 AND A PLASTIC
EVERY VERTICAL FOOT
MATERIAL SHALL CONSIST OF 2500 PSI COMPRESSION STRENGTH UNREINFORCED CONCRETE AND SHALL BE 3" THICK MINIMUM,
I
LIMIT OF (31REATER THAN 15, UNLESS WRITTEN CONSENT IS OBTAINED FROM THE ENGINEER PRIOR TO PLACEMENT,
REINFORCED SEGMENTAL RETAINING WALLS ARE DESIGNED AS GRAVITY RETAINING WALLS UTILIZING A HIGH DENSITY POLYESTER GEOG D TO
OF EXPOSED WALL
­x-
22 —UNIT I L
SOIL I T
4.9 I E 5I NG
REINFORCED SOIL MASS CAPABLE OF RESI58ING LATERAL EARTH PRESSURES AND SURCHARGE LOADS. ALL REFERENCES TO THE ENGINEER
THE VOID WITHIN EACH UNIT SHALL BE FILLED WITH A WASHED STONE HAVING 100% OF THE AGGREGA`IE PASSING THE 2'* SIEVE= A MINIMUM
—
COMPACTION TESTING SHALL B- c' PERFORMED BY THE OWNER FOR EVERY LIFT REQUIRING GEOGRID OR EVERY 3RD LIFT AS A MINIMUM, TESTS
FINISHED
OF %o WASHED STIONE 'u. IS REQUIRED. ( NO MORE THAN 5% PASSING THE #200 SIEVE,.) PLACE THIS MATERIAL BEHIND THE BLOCK AS
(REINFORCIN'G LENGTH)
GRADE
.
. . . . .
OF BLOCK SHALL BE COMPLET ELY FILLED BEFORE PROCEEDING TO NEXT COURSE,
VARIES '11;ll
will
(LAYER 1)
THE ENGINEER SHALL BE NOTIFIED It ANY OF THE FOLLOWING SHOULD BECOME EVIDENT
SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
2.3 BEST Ell OCK COURSE
-WATER OR WETNESS FROM OR IN A CUT BANK
A) RETAINED SOILS �= 39, COHESION=0 PSF, UNIT WEIGHT= 115 PCF
_
- FIRST COURSE OF BLOCK SHALL BE PLACED ON TOP OF AND IN FULL CONTACT WITH THE LEVELING PAD. UNITS SHALL MAINTAIN A
-LOCAL SPRINGS, LOCAL STORM DRAINS, SEWERS, WATERLINES UNDER OR BEHIND THE WALL
B) REINFORCED SOILS 4= 39, COHESION= PS_ , UNIT WEIGHT= 115 P
DISTANCE OF A MINIMUM 6" FROM 'THE FRONT AND BACK OF THE LIDIELING PAD. PROPER ALIGNMENT MAY BE ACHIEVED WITH THE AID OF A
I
STRING LINE, AFTER PLACING PINS IN EACH OF THE APPROPRIATE HOLES PROCEED TO THE NEXT COURSE OF BLOCK. EACH UNIT SHALL
6,0 ACCEE7,ABLE BLOCK
FREE DRAINING
�l 2- GRANULAR
3" THICK—/ FILL
CONCRETE
LEVELING PAD
EXISTING GRADE
VARIES
GEOGRID SOIL
REINFORCEMENT
4" CAP IMIT
GRANULAR
FILL
UNITS IN
WS WHERE
IY DESIGN
11 ifMAN '­VP41,,RLJL
LEVELING PAD
B TYPICAL GRAVITY SECTION
EXCAMATION
ZLICIT
z
Q
4" CAP UNIT
#4 0 6'-0" 0,C,
NON-CORROSIVE
FIBERGLASS PINS
STANDARD UNIT
EMBEDDED POST MAY BE
TRIMMED J" MAX. IF REQ'D
FOR FIT. APPLY WOOD
PRESERVATIVE 'I'D CUTS PER
MFGR'S INSTRUCTIONS.
60
'FOR DETAILS NOT SHOWN
SEE IN(PICAL RAIL DETAILS"
ON SHEET SlOt
WOOD POSTS @
4'-6" SPACING
PROVIDE HANDRAIL ON
IYPE 'A' RAIL
OMIT HANDRAIL ON
TYPE '13' RAIL
Z
CONCRETE FILL
SET POST IN
CONCRET E
UPPERTHREE COURSES
FULLY GROUTED ENTIRE
LENGTH TO 24" DE PT �H
3411
RETAINING WALL RAILING SECTION & PLAN DETAIL
SCALE, N.T.S.
CONCRETE LEVELING PAD
SCALE: N,T,S.
I" —WfrV HN10r,MMOr�M
C LEVEL
(2) - 4" CAP
(1)-.
all ST p czwnwN, ImAy rr,
ANY INCREMENT OF 8"l
k� j
LEVELING PAD STEP ELEVATION
SCALE: N.T.S.
,I f= to
W141 T
TOP OF WALL STEP
SCALE: N.T.S.
im
IN
'El"F'RCED 'R GRAVITv SEGMENTAL RETAINNG WALLS-
SPECIFCAT10"S IN u u
LIO D-SI13N
L_
2�j IUNQ ION RUU, E UIENT
_EC I- AL__ j3— 5
EQUIPMEN � SHALL BE ALLOWED WITHIN 3 FEET OF THE WALL UNITS. BACK FILL SHALL BE PLACED FROM THE WALL REARWARD IT S ENSURE
THE DESIGN SHOWN HEREON IS BASED ON DETAILS PROVIDED BY KEYSTONE RETAINING WALL SYSTEMS. DETERMINE SOIL BEARING CAPACITY IN
THE FOUNDATION BEARING CAPACITY THAT WAS ASSUMED FOR DESIGN SHALL BE NOTED ON THE SHOP DRAWINGS AND VERIFIED IN THE FIELD.
TAUTNESS OF THE GEOGRID. CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID,
THE FIELD AND SUBMIT DETAILED DESIGN CALCULATIONS AND wH® DRAWINGS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
IE
COPIES OF THE T ST DATA SHALL BE FILED WITH THE ENGINEER, THE FOOTING SHALL BE CLEARED OF LOOSE SOIL. A MINIMUM OF 120 OF
6i STATE OF NORTH CAROLINA. DESIGN MUST ACCOUNT FOR SOIL PROPERTIES (BOTH. EXISTING AND PROPOSED), DETAILS OF BLOCK SELCECTED BY
INASHED STIONE SHALL BE PLACED AT THE BACK OF EACH BLOCK AS INDICATED ON THE DETAILS,
U 'RIAL
—UNSUITA LE M AT
THE CONTRACTOR, AND DESIGN ASSUMPTIONS SHOWN HEREON.
SOILS CONTAINING ROOTS, BRUSH, SOD OR 01-HER ORGANIC MATERIAL SHALL NOT BE ALLOWED. FROZEN SOILS, SNOW., ICE HEAVY CLAYS, OR
11 —LEVEDLING PAD
WET SOILS SHALL NOT BE ALLOWED, MATERIAL PASSING THE #40 SIEVE SHALL NOT HAVE LIQUID LIMIT OF GREATER THAN 30 AND A PLASTIC
1 1, 1 LGE N �RA
MATERIAL SHALL CONSIST OF 2500 PSI COMPRESSION STRENGTH UNREINFORCED CONCRETE AND SHALL BE 3" THICK MINIMUM,
I
LIMIT OF (31REATER THAN 15, UNLESS WRITTEN CONSENT IS OBTAINED FROM THE ENGINEER PRIOR TO PLACEMENT,
REINFORCED SEGMENTAL RETAINING WALLS ARE DESIGNED AS GRAVITY RETAINING WALLS UTILIZING A HIGH DENSITY POLYESTER GEOG D TO
REINFORCE THE SOIL ZONE BEHIND THE WALL, THE GEOGRID IS POSITIVELY CONNECTED TO THE MODULAR CONCRETE BLOCK CREATING A
22 —UNIT I L
SOIL I T
4.9 I E 5I NG
REINFORCED SOIL MASS CAPABLE OF RESI58ING LATERAL EARTH PRESSURES AND SURCHARGE LOADS. ALL REFERENCES TO THE ENGINEER
THE VOID WITHIN EACH UNIT SHALL BE FILLED WITH A WASHED STONE HAVING 100% OF THE AGGREGA`IE PASSING THE 2'* SIEVE= A MINIMUM
—
COMPACTION TESTING SHALL B- c' PERFORMED BY THE OWNER FOR EVERY LIFT REQUIRING GEOGRID OR EVERY 3RD LIFT AS A MINIMUM, TESTS
REFER TO ALPHA AND OMEGA GROUP, PC,
OF %o WASHED STIONE 'u. IS REQUIRED. ( NO MORE THAN 5% PASSING THE #200 SIEVE,.) PLACE THIS MATERIAL BEHIND THE BLOCK AS
SHALL BE PERFORMED FOR EVERY 100 LINEAR FEET OF WALL FACE, CONTRACTOR TO COORDINATE WITH TESTING AGENCY,
WELL. ALL EXCESS MATERIAL SHALL BE SWEPT CLEAN FROM THE TOP OF THE Bif,.,CK PRIOR TO INSTALLING THE NEXT COURSE, EACH COURSE
11 BACLFI L MAIERIALS
OF BLOCK SHALL BE COMPLET ELY FILLED BEFORE PROCEEDING TO NEXT COURSE,
5.0 HYDROSTATIC PRESSURE P
-
THE GRANULAR MATERIAL ASSOCIATED WITH THE RETAINING WALL IN THE REINFORCED ZONE, THE RETAINED ZONE, OR THE FOUNILlATION BEDDING
THE ENGINEER SHALL BE NOTIFIED It ANY OF THE FOLLOWING SHOULD BECOME EVIDENT
SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
2.3 BEST Ell OCK COURSE
-WATER OR WETNESS FROM OR IN A CUT BANK
A) RETAINED SOILS �= 39, COHESION=0 PSF, UNIT WEIGHT= 115 PCF
_
- FIRST COURSE OF BLOCK SHALL BE PLACED ON TOP OF AND IN FULL CONTACT WITH THE LEVELING PAD. UNITS SHALL MAINTAIN A
-LOCAL SPRINGS, LOCAL STORM DRAINS, SEWERS, WATERLINES UNDER OR BEHIND THE WALL
B) REINFORCED SOILS 4= 39, COHESION= PS_ , UNIT WEIGHT= 115 P
DISTANCE OF A MINIMUM 6" FROM 'THE FRONT AND BACK OF THE LIDIELING PAD. PROPER ALIGNMENT MAY BE ACHIEVED WITH THE AID OF A
I
STRING LINE, AFTER PLACING PINS IN EACH OF THE APPROPRIATE HOLES PROCEED TO THE NEXT COURSE OF BLOCK. EACH UNIT SHALL
6,0 ACCEE7,ABLE BLOCK
1.3 CONCRETE MASONRY WALL UNITS
CONTACT THE UNIT-,- ON BOTH SIDES AS WELL AS ABOVE AND BELOW. SOME ADJUSTMENTS MAY BE REQUIRED 'FOR WALLS WITH CURVES AND A
MANUF,'S STANDARD UNITS SHALL BE USED AND KEPT FREE OF DEFECTS THAT WOULD INTERFERE WITH THE PLACING OR POSITIONING OF THE-
CONCRETE WALL UNITS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM-C1372 AND ASTM C140 AND SHALL HAVE A MINIMUM 28 DAY
BATTER,
UNIT OR IMPAIR ITS STRENGTH.
ST
a COMPRESSIVE �RENGTIH OF' 3000 PSI, UNITS SHALL BE INTERLOCKED WITH NON-CORROSIVE FIBERGLASS PINS.
2
2A CAPS
7.0 ACCEPTABLE GEOGRID
1.4 GEOGRID REINFORCEMENT
-
APPLY A CONSTRUCTION ADHESIVE TO THE CAP UNITS TO PREVENT THEIR REMO`VAL-
GEOGRID SHALL BE REJECTED IF 20% OR MORE OF A STRUCTURAL RIB HAS BEEN CUT OR RIPPED. THE CONTIRACTOR SHALL INSPECT ALL
THE GEOGRID REINFORCING MATERIAL SHALL BE A HIGH TENACITY POLYESTER YARN MANUFACTURED BY STRATAGRID (OR APPROVED EQUIVALENT)
L
GEOGRID DELIVERED TO THE SITE AND REJECT MATERIALS THAT MEET THIS CRITERIA. IF THE GEOGRID IS DAMAGED ON THE CONSTRUCTION SITE,
AND SHALL MEET THE SPECIFICATION REQUIREMENTS PUBLISHED BY STRATAGRID:
3.0 M GRID ilN LATION
- 5TALl _H
IT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
STRATAGRID 150
T4E_GE0GRID RN176RCNEENT SHALL BE LAID HORIZONTAULY ON COMPACTED BACK FILL AND CONNECTED TO THE CONCRETE WALL UNITS BY
STRATAGRID 200
HOOKING GEOGRID OVER THE FIBERGLASS PINS. GEOGRID SHALL BE PULLED TAUT REMOVING ALL SLACK FROM THE MATERIAL AND ANCHORED
ly�_sef_
0 STRATAGRID 500
BEFORE ADDING FILL. GEOGRID SHALL BE INSTALLED Al THE ELEVAIT, IONS AND LENGTHS REQUIRED BY THE WALL DESIGNER, SOIL SURFACE
A) MAINTAIN THE DIRECTION OF DRAINAGE AWAY FROM THE 'WALL FACE AT ALL TIMES DURING CONSTRUC-03ON OF THE WALL.
SHALL BE SMOOTH AND LEVEL AND HAVE BEEN COMPACTED 150 95% STANDARD PROCTOR BEFORE INSTALLING THE GRID
B) NOTIFY THE DESIGN ENGINEER PRIOR TO MODIFYING IF THE EXISTING TOPOGRAPHY DOES NLIT MATCH CONDITIONS OUTLINED ON RETAININU,
c 1.5 WALL BATTER
WALL PROFILE.
BATTER FOR ALL WALLS SHALL _ MAINTAINED AT NEAR VERTICAL.
11 FILL PLACEMENT
�A � FILL MATERIAL SHALL BE PLACED IN MINIMUM 8" LIFTS, COMPACTED TO 95% STAN[)ARD PROC71OR DENSITY. ONLY HAND 0 PE RATE, D
9.0 MEASUREMENT ANQ
I-- EA,MENLT
ek
S EGMENTAL RETANNING WALLS WILL BE MEA
GME SURE AND PAID FOR IN SQUARE FEET OF VERII, AL WALL SURFACE BETWEEN THE TOP OF THE
WALL AND THE TOP OF THE LEVELING PAD. NO PAYMENI WILL BE MADE FOR ANY INCIDENTAL ITEMS (REINFORCING GRITS, LEVELING PADS,
13ACKFILL ETC,). RA#LING WILL BE PAID FOR AT THE CONTRACT BUD PRICE FOR IlYPE A RAIL" AND `TYPE B RAIL"
PROJECT #- 10-4003 DATE: 3-22-12
DRAWN CHECKED BY. MC
TITLE
0 I'Ll Loll 1 110 :1 Irr"Awl
mwt

of ! f aal t►
• * # .. # . r
6. FOUNDA11ONS SHOWN ARE BASED ON RECOMMENDATIONS # # r 03/09/2011. PROVIDED
CL
CLEAR
f HOT-DIP
CONCRETE
ONTCONC.
C.
CONTINUOUS
GRADE
CENTERS
Ek
EACH
EL
ELEYATION
EQUIV.
EQUIVALENT
EW
EACH WAY
F.D.E.
DECK ' ON
MAX.
MAXIMUM
MIN.
MINIMUM
N.T.S.
NOT TO SCALE
O.C.
ON
PRESSURE rtD
SQ.
SQUARE
cl) Lb
Typ.
TYPICAL
.ti, N07ED OTH 4
WORKPOINT
MATERIALS,
SLUMP CONCRETE: 28 DAY COMPRESSIVE STRENGTH, rc = 3,000 PSI (UN
7. FINISHED DECK ELEVA11ONS SHALL BE IN ACCORDANCE WITH PLAN
AND PROFILE SHEET C7.1. BENT POSTS: PRESERVATIVE PRESSURE TREATE1
O SOUTHERN YELLOW PINE
STRUCTURAL STEEL:- ALL TO HOT—DIP GALVANIZED AFTER FABRICATION.
PLATE: ASTM A36
PIPE: ASTM A53 GRADE B
W—SHAPES: a.
BOLTS:
f HOT-DIP
GALVANIZED
ANCHOR
BOLTS:
GRADE
♦ HOT—DIP GALVANIZED
AN999imamm
1. ALL CONNEC71ON HARDWARE AND FASTENERS SHALL BE HOT—DIP
WIND LOADS
TRANSVERSE
,,
H
v
a
a
00
mgm
•
« -1f21fig
M
7`
i
a
i
i
rr
cl) Lb
r
IN
•
-,
..
,�
i' no
Ll- 04
LO
w

r s
a
dF
171
Z
7
a
a
n
5
h
10' -7" OUT /OUT
10'-0" OUT/O DECK
2x6 DECKING
s (SEE PLAN AND PROFILE
SHEET C7.1 FOR ELEVATION)
d-
x 2x12 JOISTS TOENAILED
° TO GIRDER W/ 1 SD NAIL
r
PER SIDE (TYP.)
C14 //
1' -6" ( 3 SPACES 0 1 -4"
BLOCKING
BENT AND AT
MID SPAN #` SPANS OVER
t
ATTACH DECKING TO
JOIST
DRIVE *% SCREWS
FACH JOIST
I 3 SPACES 0 1' -4"
q GREENWAY
,
6" in CLR. 2x12x11' -O" LONG BULKHEAD (TYP.)
i
TO 2x12 2x12x10' -O" LONG SILL
a i t r a c 20"1
SCALE: Y4" =1' -0"
r ' !
APPROACH PAVEMENT
6" in CLR. 2x12x11' -O" LONG BULKHEAD (TYP.)
TO 2x12 2x12x10' -O" LONG SILL
2x6 DECKING (TYP.)
a
SIMPSON HUS210
®
(OR EQUIV.)
N
r
H
millinw
BRG. SIMPSON H2.5 (OR
EQUIV.) (TYP. EACH
-- JOIST)
®
#6 0 12" CTS.
(6" MIN.)
.
2x12 JOISTS (TYP.) z .,
CD
04
2x6x11' -O"
LONG SOLE �\
\
PLATE ANCHOR
W/ %- 0
v ANCHOR BOLTS
(6 REQ D).
\\
#3 CLOSED TIES
0 12" CTS.
#6 0 12" CTS. (6" MIN.)
#4 W/ STD
HOOK 0 12" CTS.
12"
12" 12"
12" DEEP x 3' -6" WIDE
a
a
(MIN.)
CONT. ABC BASE
w
2' -0"
0
BOARDWALK END BENT DETAIL
.p
SCALE: N.T.S.
C
4
y.;
NOTE: CHAMFER EXPOSED CORNERS OF END BENT.
a
N
N
*11-111 ENI IN 1101 11
v1
rr � ��►r `
s ,
9
' A 1,
s A r S
f • r
O
r
5:
0
r
r
W d.
r
x
f
r
a
rAr
(2) 2x12 JOIST
BLOCKING
TRIM BLOCKING
JOISTS f`
BLOCKING SPANS OVER 8'-0" AND
LESS THAN 12'-0"
0 EACH r
RAIL POST w
cosm1mom
r 6 r IT.2,11 11Y.11
3 STD. GALV. PIPE
PICKET 0 5" O.C.
MAX. (TYP.)
CONT. 2x4 SPACER/ SUPPORT
2x6 DECKING `-4 4x4 BOTTOM RAIL (T)
(TYP.) C,4 Z'
X WEEP HOLE (TYF
44 POST (TYP.)
2x12 BLOCKING IN
EXTERIOR
/�'
ADJACENT TO I EACH IAPOST '® / BOL S" W/I
• r al
m
it
N
im
WA
MA
to
0
r
TYPICAL FRAMING PLAN
■ FOR . _ 0..
r
0
mo,,m _.
wN
F]
r
II M
!i
2x6x11' -O" LONG SOLE PLATE ANCHOR—/
W/ %" 0 ANCHOR BOLTS (6 REQ'D)
2x12x11' -O" LONG BULKHEAD (TYP.)
q %" 0 ANCHOR BOLTS
202 JOIST (TYP.) __,/ 4A 14 rna%At%
4X6" HOLE BOARD (TYP.)
r IN THE MIDDLE
2x12 FASCIA
BOARD (TYP.) ELM WASHER DETAIL
Em- ow
2X4 ATTACH TO POST W/
(4) Y "OX3" LAG SCREWS
STAGGERED (TYP.)
amczizm
rval
millinw
2x6x11' -O" LONG SOLE PLATE ANCHOR—/
W/ %" 0 ANCHOR BOLTS (6 REQ'D)
2x12x11' -O" LONG BULKHEAD (TYP.)
q %" 0 ANCHOR BOLTS
202 JOIST (TYP.) __,/ 4A 14 rna%At%
4X6" HOLE BOARD (TYP.)
r IN THE MIDDLE
2x12 FASCIA
BOARD (TYP.) ELM WASHER DETAIL
Em- ow
2X4 ATTACH TO POST W/
(4) Y "OX3" LAG SCREWS
STAGGERED (TYP.)
amczizm
rval

I I 1 —n "*
INCREASE 11 1
DIMINSIONS
REQUIRED AT SKEWED BENTS
7
9
5
a
n
3
a
r
�i
n
ry to r
t5URKU klTr. UNV)
w
21
N
ih
Em mo
(3) 2x12)
"
F�
(2)
;I #
s- Nil I
wp�
MaEOZERM
12"0 CONC. FOOTING
f �
ol a -�
d
12 "O
WMIMMAT� =7.R=
POST s
2x6 TOP RAIL
now
.. �1-
W�ffi
2x6 CENTER RAIL ALIGNEY
WITH BRIDGE HANDRAIL
PLAN VIEW
M
0
r .. 0
►�
t BLOCK
HDG DECKING
SCREWS (STAGGERED)
,...
t CENTER RAIL (ALIGNED—/
WITH BRIDGE D.
HDG LAG
(COUNTER SCREWS HEADS)
.
! r!•
HANDRAIL rs:..
BRIDGE HANDRAIL
i
I0-1i4i�Z1101004
I
•
R
r
•
A
a
t
s
s
a
•
,
I
L�J
REVISIONS
Lu
i
s 0
i
f
0
i
o
ujr
C)
•
Y
!'
u
•
x04
i
i �
i

PROJECT: CMAQ C -5114 GRANVILLE COUNTY GREENWAY
4/19/2012 10:13 AM; L:\AutoCAD fil es\LDDprojects\En gin eerin g\1 0— 4003 CMAZ C -5114 Granville County Green way \00— Drawings \04 — Sheets \CO GENERAL SHEETS.dwg; CO.0— Cover; USJC04050
0
A
m (7)
nl
0 K 0/k
0
m ' ,�J
s
0
nz
m D AQ
F
(7)
cn
m
M ■ cz
cn cn 98
r ct
m
X
N
D
� r
-v
III HIM,,
4
(7)
Ll ;U
)>
—
5;; Z
<
rV
I, z
vo rn
i
-- N
X O
rI JI r
N
r*j 0
I. m z
c:)
C2 >
N /
rn
I ,
rn
I I
� I
;I
,I
I, 3 >118 BIKE 2 BIKE 3
> 3 >118
r
cRFFHwq �
■
D
c/) n O
Z < Z
0 r m
U) m m
D O G) pp
^ O
CD 0O D co m .. CD� o�` m -n N)
-n
� WO w z Q N� V, O N
w D >C m m 0K0 zoom �r� rn
N) Z rn o p °� ° w N� Z 5>- z
N N m °X C -n -4 Ncn<
cyll m � Z m -4 o-
n 0 n W D r 0)
cyll = N 7s x or
z N m D �m
O mn m
� � �O
Q°
O m C
G) > o z
m c
U) c
O
z n
n
i
m
U)
PROJECT ■
■
■
PROJECT NAM 40 CMAQ C -5114 GRANVILLE COUNTY GREENWAY Trans p o r t a t i o n & I n f r a s t r u c t u re
DATE SUBMITTED ON: SUBDATE -A C WSP SELLS ALL RIGHTS ARE RESERVED. ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP SELLS, IS EXPRESSLY PROHIBITED.
O
O
W
O
N
O
W
W
O�
O
W
N�
O�
O�
O
rt
D
D
D
I-
n��������
m�
D
�mmmnnnnnnnnnl
m
m
m
m
m
m
m
m
m�
-�I-
mmm
m��
�m
�
r�_
m
zp
m
�
mm�Z��
�
z
=
�,0
N��
v,
v,cncn��g�cn�c
D
�
�m
c/��
zzz
DDD
��
o00
mmm

GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH GRANVILLE COUNTY'S AND NCDOT STANDA.F.It
rr
2. TVHEN AN DISCREPANCY IN THE DRAWINGS OCCUR THE MORE STRINGENT STANDARD SHALL GOVERN;
HOWEVER, IT IS THE
• i` TO CONSTRUCTION.
CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF
4. CONTRACTOR NOTIFY OF DISCREPANCIES FIELD CONDITIONS AND THOSE
SHOWN ON
5. TOPOGRAPHIC INFORMATION PROVIDED BY S.D. PUCKETT AND ASSOCIATES. CONTRACTOR TO NOTIFY
R OF ANY DISCREPANCIES FIELD.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST
EDITION OF r, AND NCDOT STANDARDS.
7. THE CONTRACTOR, TO THE MAXIMUM EXTENT POSSIBLE, SHALL NOT REMOVE LARGE SPECIMEN TREES AT
THE EDGES r MINIMIZE DAMAGES TO TREES AT r OF #
8. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAUDEMOLITION OF ALL EXISTING BUILDINGS,
FOUNDATIONS, DRAINAGE REQUIRED OTHERWISE
NOTED BY OWNER OR ENGINEER. DISPOSE ALL CONSTRUCTION DEMOLITION DEBRIS IN APPROVI 9 IfTWdat"
+ COORDINATE UTILITY REMOVAL AND INSTALLATION WITH RESPECTIVE COMPANIES.
t IT IS THE RESPONSIBILITY OF r r OR INDIVIDUALS RESPONSIBLE FOR CONSTRUCTION
STAKING OF ANY ITEM TO CONTACT ENGINEER IF ADDITIONAL INFORMATION IS REQUIRED FOR STAKING.
CONTRACTOR TO WORK DURING NORMAL WORKING HOURS OTHERWISE DIRECTED BY
COUNTY, GRANVILLE
SITE GRADING i NOTES
FOLLOWING DEMOLITION OF -,DING SHOULD OF
TOPSOIL IN THE AREAS OF PROPOSED CONSTRUCTION. TRUE TOPSOIL DEPTHS ARE LIMITED, HOWEVER, GREATER
DEPTHS OF •- • IL REMOVAL WILL BE REQUIRED TO REMOVE ROOT STRUCTURES, WOODED
AREAS. AFTER STRIPPING THE TOPSOIL THOSE AREAS AT GRADE OR DESIGNATED TO RECEIVE FILL SHOULD BE
vROOF ROLLED WITH A LIGHTLY LOADED DUMP TRUCK OR SIMILAR PIECE OF EQUIPMENT IN ORDER TO IDENTIFY
THOSE r ING ADDITIONOR OPINION OF
THE ENGINEER SHOULD : •a D BY UNDERCUTTING TO FIRM BEARING SOIL BACKFILLING WITH
PROPERLY • r STRUCTURED
A STANDARD BACKFILL COMPACTION RECOMMENDATION FOR SOILS OVER THE TOP OF THE INVERT WOULD BE
TO COMPACT THE MATERIAL TO AT LEAST 90% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY EXCEPT
WHERE POST-CONSTRUCTION OF CANNOT • i AS r •
ROADWAYS). IN SETTLEMENT SENSITIVE AREAS (SUCH AS ROADWAYS), BACKFILL SHALL BE COMPACTED TO 95% OF
THE r,.r PROCTOR r. DENSITY EXCEPT WITHIN THE FINAL FOOT • REQUIREMENT
SHALL BE RASIED TO 98%. UNLESS OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER, THE FILL SHALL I BE
PLACED WITHIN 2% OF OPTIMUM MOISTURE CONTENT FOR STABILITY, BASED ON CONDITIONS IN THE BORINGS, THE
CONTRACTOR MAY HAVE DIFFICULTIES ACHIEVING THE REQUIRED COMPACTION WHEN REUSING SOME OF THE
DEEPER SOILS, AND WHERE POST-CONSTRUCTION MOVEMENTS NEED TO BE MINIMIZED, THE CONTRACTOR WILL
NEED TO BE SELECTIVE WITH REGARDS TO BACKFILL MATERIAL AND MAY NEED TO IMPORT.
SLOPES WHICH MUST BE CONSTRUCTED AS PART OF THE PROJECT SHOULD BE CONSTRUCTED AT ANGLES OF
OR FLATTER IF POSSIBLE. IF STEEPER SLOPES REQUIRED, i r THAT CONSIDERATION TO
GIVEN TO UTILIZING GEOGRID REINFORCEMENT IN THE OUTER 6 FEET OF THE SLOPE TO REDUCE THE POTENTIAL
FOR SHALLOW SLOUGHING DURING THE WETTER WINTER MONTHS OF YEAR. TYPICALLY, r,
GEOGRID IS PLACED VERTICALLY 2 FEET ON CENTERS AND EXTENDED • FEET BACK INTO THE r • •.
SLOPE ANGLES OF 2H:lV. BACKFILL MATERIALS PLACED IN SLOPES SHOULD BE COMPACTED TO NOT LESS THAN
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS SLOPE ANGLES OF 3H:IV OR FLATTER ARE
UTILIZED.
SAFETY PROVISIONS:
1. THE CONTRACTOR COMPLY „i OCCUPATIONAL SAFETY ANHEALTH
STANDARDS FOR THE CONSTRUCTION INDUSTRY”, 29 CFR PART 1926 AND PART 1910.
PARTICULAR REFERENCE IS MADE BUT NOT LIMITED TO SUBPART P - EXCAVATIONS.
2. SLOPING, BENCHING, OR TRENCH WALL SUPPORTS FOR EXCAVATIONS GREATER THAN 20-FEET
IN DEPTH SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER.
•
•
•
V
<
pd'c j
EA 2
44 IN n 3�
0010 1.119 ..
REVISIONS
DATE: 06127111
PROJECT #:10.4003
DRAWN BY. DF
CHECKED Br RT
TITLE
GENERAL
NOTES
SHEET
con
i
C
o
0 C0 La
.�
i
•
••
-J c0d
i
U.
•
Lo
i
REVISIONS
DATE: 06127111
PROJECT #:10.4003
DRAWN BY. DF
CHECKED Br RT
TITLE
GENERAL
NOTES
SHEET
con

RE DWQ 12 0334 Granville HIke and Bike Trail
RE DWQ 12 -0334 Granville HIke and Bike Trail
Ferm, Debra [Debra Ferm @wspsells com]
Sent Tuesday May 08 2012 12 52 PM
To Strickland Bev
IT S IN THE FOLDER Granville County Greenway
Address ftp //clients chashsells com
Username chashsells
Password bridge
Debbi Ferm PE CPESC
WSP SELLS
15401 Weston Parkway Suite 100
Cary NC 27513
[phone]
[phone] (fax)
[phone] (m)
debra ferm @wspsells com
www wspsells com
From Strickland, Bev [mailto bev strickland @ncdenr gov]
Sent Tuesday, May 08, 2012 10 38 AM
To Ferm, Debra
Subject DWQ 12 0334 Granville HIke and Bike Trail
Page 1 of 1
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format
(black and white 300 dpi not grayscale or color) for the project listed above If the plans are too large
to store in TIF format they can be stored in PDF
Thanks
Bev
Beverly Stnckland Administiatne Olficei
Division of Water Quality Piognin Development
N C Depau1incnt of Lnwonment and Natural Resources
Marl Service Center 1650 R11ugh NC 27699 1650
Plionc# 919 807 6350
Linail Address Bev Stnekland@ncdenr gov
Phone # [phone]
1-nntl ronc pondcucc to vul horn thus -nddtcss m ij he whtc ct to the North C uolrna I ublic Rtco,d 1711 utd to i} he dtsclo ul to !hild
P 11 1105
https //mall nc gov /owa/ ?ae= Item &t =IPM Note &id= RgAAAAAAOgPoLNIPQZ06vHVR 5/17/2012