20150556 Ver 1_Site Plan_20150604

TC=279.3
BC=278.8
'a
0
m
2t�
8 SD
'14 �;C -= 2' 7 6. 55- -
BC=276.5
C=276.2
-257-
TOPOGRAPHIC CONTOURS
'-257
PROPOSED SPOT ELEVATION
DRAINAGE SCHEDULE
GRADE BREAK
1-7
I
STORM DRAIN PIPE
STRUCTURE
DATA
CATCH BASIN
0
DOWNSTREAM
PIPE DATA
FLARED END SECTION (FES)
DETAIL ON SHEET 7
PROJECT LIMITS
<>
RIM
CURB & GUTTER (STANDARD Ty--)E)
SIZE
LENGTH
UPSTREAM
DOWNSTREAM
RETAINING WALL
NO. U
ELEVATION
FG
TYPE
IN.
(FT.)
191
lk ERT
INVERT
DESCRIPTION
1
266.80
CB
18
40
263.30
262.50
DISCHARGE
TO PREFORMED SCOUR HOLE
#2
2
266.80
CB
15
26
263.65
263.40
3
267.75
CB
15
82
264.35
263.40
4
269.15
CB
15
16
267.20
267.00
DISCHARGE
TO PREFORMED SCOUR HOLE
#1
5
270.90
CB
15
100
298.30
267.30
6
271.80
CB
15
66
268.35
267.60
7
270.50
CB
15
98
267.50
264,45
8
277.25
JD
N/A
N/A
- - - -
CONVERT
EXISTING Cl TO PROPOSED
JD
9
276.90
CB
15
55
273.75
273.07*
10
278.20
CB
N/A
N/A
- - - -
NEW CB
ON EXIST. RCP
11
279.00
CB
N/A
N/A
- - - -
- ----
NEW CB
ON EXIST. RCP
12
277.60
CB
15
72
274.35
273.56*
21
261.50
CB
15
40
259.00
258.60
DISCHARGE
TO PREFORMED SCOUR HOLE
#4
22
263.00
CB
24
42
259.45
259.00
22A
268.00
JB
24
140
262.05
259.55
23
270.30
CB
18
50
266.20
262.15
24
266.50
GI
24
82
263.00
262.15
25
267.30
CB
15
80
264.30
261.70
26
264.85
CB
15
28
261.60
261.00
DISCHARGE
TO PREFORMED SCOUR HOLE
#3
27
N/A
OE
15
34
267.00
266.30
TC=279.3
BC=278.8
'a
0
m
2t�
8 SD
'14 �;C -= 2' 7 6. 55- -
BC=276.5
C=276.2
-257-
TOPOGRAPHIC CONTOURS
'-257
PROPOSED SPOT ELEVATION
GRADE BREAK
1-7
I
STORM DRAIN PIPE
SD
mo
CATCH BASIN
0
JUNCTION BOX
ON SHEET 17
FLARED END SECTION (FES)
DETAIL ON SHEET 7
PROJECT LIMITS
<>
LIMITS OF LAND DISTURBANCE
CURB & GUTTER (STANDARD Ty--)E)
CURB & GUTTER (SPILL TYPE)
RETAINING WALL
TW
TOP OF RETAINING WALL ELEVA70N
FG
FINISHED GRADE ELEVATION AT
BOTTOM OF RETAINING WALL
191
PREFORMED SCOUR HOLE
=275.5 --�
r-6C =27 .5
x
CIV
CONVERT EXISTING CATCH
BASIN TO PROPOSED JUNCTION
BOX. MATCH EXISTING INVERTS,
SEE NOTE 6.
269.9
ACCESSIBLE PARKING SPACES, '
LOADING ZONES, AND CROSSWALKS
SHALL BE ADA ACCESSIBLE WITH A
MAXIMUM CROSS-SLOPE OF 2% IN
ALL DIRECTIONS
TC=274 '
BC=27-,,
TC=274.3
olempAWI&I
1\
6
s10
kl. \
;C=2701
'C=
= 2 71. N2617,
rAl
Z '269.65
265 9. 2 5
T-61w4w;
Isol 1A
/-REINFORCED CONC. ENDWALL,
SEE DETAIL ON SHEET 17
/i
267 268_
C14
'%l=zoo.o 1
- Ar
BC=266.1 ---\ /_Zv�fj� "I 1 zlz
/I L 4v
TC=265.75 BC=265.8
C=265.25 B
PREFORMED SCOUR -7
HOLE #2, SEE T C=265.5 jr
DETAIL ON SHEET
7
4
BC=265.0
A'00/
/ -
1-7
I
REINFORCED
CO/ NC. ENDWALL,
PREFORMED SCOUR
HOLE #3, SEE
SEE DETAIL
ON SHEET 17
DETAIL ON SHEET 7
001,
� �Ly 000or
L7
� URBAN FORESTRY
CONSTRUCTION
/00OF 0
z
r-PAF)INIr- INIAPE PLAN r'll DOCUMENT SUBMITTAL
/oor 1 M® 40'
(D
40 0 4'0­___l 80 NOT FOR CONSTRUCTION
SCALE® 1 40'
&W
•
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•
11
4
fob
•
11

PIPE OR
DITCH OUTLET
A
L
40 �61
NI• ml =TIT] a M F074 ffs m
IN
PIPE (d = 15" OR 18")
I
ME]
PERMANENT SOIL REINFORCEMENT
MATTING (PSRM). PSRM SHALL
BE SEEDED WITH VEGETATION AT
INSTALLATION.
PREFORMED
PIPE
BASE
DEPTH OF
RIPRAP
010 DISCHARGE,
MAX. AILLOWABLE
SCOUR HOLE
SIZE
WIDTH (B)
SCOUR HOLE (D)
CLASS
CFS
Q10 DISCHARGE, CFS
NUMBER
1
15"
3,75'
15
B
4.5
6
2
18%$
45
1.5'
B
5.6
10
3
15"
3.75'
15
B
1.9
6
4
335'
1.5'
B
1.3
6
ll ro na-mrsuma "Jilim glill llrgl�'' lill ly
I fflff4wllvfffr0I
PREFORMED SCOUR_ffA
N.T.S.
� URBAN FORESTRY
1011011*11 A IN OL a *00111 001 A %110 "Am,
sm
to
0)
N
•
Z
i
0
ce
'o
z
w
04
x
0
ar
•
•

C
TIE PROPOSED ASPHALT
ELEVATION TO EXISTING
ASPHALT ELEVATION
257
TOPOGRAPHIC CONTOURS
257
PROPOSED SPOT ELEVATION
DRAINAGE SCHEDULE
GRADE BREAK
STORM DRAIN PIPE
STRUCTURE
DATA
CATCH BASIN
0
DOWNSTREAM
PIPE DATA
FLARED END SECTION (FES)
PROJECT LIMITS
RIM
<>
SIZE
LENGTH
UPSTREAM
DOWNSTREAM
RETAINING WALL
NO.0
ELEVATION
TOP OF RETAINING WALL ELE 4'ATION
TYPE
IN.
(ET.)
BOTTOM OF RETAINING WALL
INVERT
INVERT
DESCRIPTION
1
266.50
CB
18
40
263.30
262.50
DISCHARGE
TO PREFORMED SCOUR HOLE
#2
2
266.50
CB
15
26
263.65
263.40
3
267.75
CB
15
52
264.35
263.40
4
269.15
CB
15
16
267.20
267.00
DISCHARGE
TO PREFORMED SCOUR HOLE
#1
5
270.90
CB
15
100
265.30
267.30
6
271.60
CB
15
66
265.35
267.60
7
270.50
CB
15
98
267.50
264.45
5
277.25
JB
N/A
N/A
- -°---
--- ---
CONVERT
EXISTING CI TO PROPOSED
JB
276.90
CB
15
55
273.75
273.07*
10
276.20
CB
N/A
N/A
- --®-
- - - -
NEW CB
ON EXIST. RCP
11
279.00
CB
N/A
N/A
- - - -
- - - -
NEW CB
ON EXIST. RCP
12
277.60
CB
15
72
274.35
273.56*
21
261.50
CB
15
40
259.00
255.60
DISCHARGE
TO PREFORMED SCOUR HOLE
#4
22
263.00
CB
24
42
259.45
259.00
22A
265.00
JB
24
140
262.05
259.55
23
270.30
CB
15
50
266.20
262.15
24
266.50
GI
24
52
263.00
262.15
25
267.30
CB
15
50
264.30
261.70
26
264.55
CB
15
25
261.60
261 .00
'DISCHARGE
TO PREFORMED SCOUR HOLE
#3
27
N/A
OE
15
34
267.00
266.30
C
TIE PROPOSED ASPHALT
ELEVATION TO EXISTING
ASPHALT ELEVATION
257
TOPOGRAPHIC CONTOURS
257
PROPOSED SPOT ELEVATION
I
GRADE BREAK
STORM DRAIN PIPE
SD
®
CATCH BASIN
0
JUNCTION BOX
t-
FLARED END SECTION (FES)
PROJECT LIMITS
LIMITS OF LAND DISTURBANCE
<>
CURB & GUTTER (STANDARD TYPE)
CURB & GUTTER (SPILL TYPE)
RETAINING WALL
TW
TOP OF RETAINING WALL ELE 4'ATION
FG
FINISHED GRADE ELEVATION A.T
BOTTOM OF RETAINING WALL
191
PREFORMED SCOUR HOLE
CONVERT EXISTING CATCH
BASIN TO PROPOSED JUNCTION
BOX. MATCH EXISTING INVERTS,
SEE NOTE 6.
� BC =270.6
BC =271.5
n
C`• 412wm
4 i
•
,r►
r
r BC= 269.5 -
t--- 269.9
270.4
>"
ACCESSIBLE PARKING SPACES,
LOADING •O.
SHALL BE ADA ACCESSIBLE
MAXIMUM CROSS-SLOPE
ALL DIRECTIONS
"-269.65
269.25
li
BC ®2712 REINFORCED CONC. ENDWALL,
SEE DETAIL ON SHEET 17
t
PREFORMED SCOUR
HOLE 1, SEE
DETAIL ON SHEET 7
IpCt 0 1
Permanent. 33 1
(Total) of new
culvert
y 1�
• , LI " IJU=Zbbb U
TC= 266.3
PREFORMED SCOUR 10 80= 265.25 BC4265.5
HOLE 2, SEE %�
TC=265.5
DETAIL ON SHEET 7 1
BC ®265.0
L:7 RIP-RAP OUTLET PROTECTION: 5
PREFORMED SCOURe TONS CLASS B RIP -RAP, 14 SY
HOLE 4, SEE L-7 1-7 GEOTEXTILE FABRIC
DETAIL ON SHEET 7
MORE STRINGENT SHALL APPLY.
In
V t Impact 136: Zone 2 N
Tern porar 99 , ft
n �
v
a
CONSTRUCTION
RADI DAINAr-E PLAN DOCUMENT SUBMITTAL
�► 1"= 40' �
40 0 8O NOT FOR CONSTRUCTION
SCALE: 1 " = 40'
s
rA
w
co 0
•
a
Q4
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL CITY OF RALEIGH AND NCDOT
STANDARDS
AND SPECIFICATIONS
THE
MORE STRINGENT SHALL APPLY.
In
V t Impact 136: Zone 2 N
Tern porar 99 , ft
n �
v
a
CONSTRUCTION
RADI DAINAr-E PLAN DOCUMENT SUBMITTAL
�► 1"= 40' �
40 0 8O NOT FOR CONSTRUCTION
SCALE: 1 " = 40'
s
rA
w
co 0
•
a
Q4
I a
•
a
a
r a
a
•
0
i
I a
•
a
a
r a
a
•
0
r
I a
•
a
a
r a
a
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0