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SHEET 2
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AININFAMIRMA-to IgiilW19.1k'Lew.1:9:I:l
FIRE OFFICIAL
OFFICIAL BUILDING
VIRGINIA DEPARTMENT OF TRANSPORATION I
O' -
7
SHEET NO: 1 OF 2
DATE: 06-24-0008
N� \ yr
HOLLYMEAD' / ,.• ----------------------------- -� .-,_ - - - -__, - - - - - _-. - - - .-..- - - - - ,\� \� / \�\ \\ .°^
CORNER
TRIP 32 -41D6 - - --
EXISTING 20' SANITARY
/ % SEWER EASEMENT
EXtSTIN /j
,< �;:" xa[-dxnv „.Y..m_`:n7?e:::xgc»: so2'1,aKU" �,¢ P ,§'mR \'w.✓ � . \ . ,a � I ,f / �� , \
t
/ �4f V, \
/ r EXISTING 30'
- ACCESS BASEMEN - - - - - - - -._ X
EFL: - AROG
AROw
BILR
TW /BW =546.0
L _ -'7 r ;?.,A ®1" 0
/ TOW- 9 ), �\ \ t \\say a...
/1 2.0 <.t i rpa ,c �yYV , %d \`•!\.. 'i ~ \ \
NEW ROCK RETAINING" WALL
DOCK TO MATCH EXISTING a,,
/ROCK WALL) \ OV 0000' r '
f'
_ -c•. ro .� 27 -E
MAX HEIGHT-6' / / ; ` :. , : \�\ \., ,' /, ; `, =" 1 & �I \ `•� �\ \\ \, a
/ TOW= 526.0 / / .\
/ BOW 520 0 / I TOW= ;640.25 _ , .. ` • • o\ • : ; . *
BOW�538.00 , \, \ \ \ \ `G \ \
/ Ni \,
U
/ TW =538 �\
J
B6W =536.0 'SA
\ 1
y, v rs
/ /r f. I'o'
of
,\
16 -V W i�
/ 1 I �
GO* 36 -PO �_ _,1...4, .1 ,' v v v AI
NEW ROCK RETAINING MP \ �" \ ' I
I J a j WALL (ROCK TO MATCH
I I I
of J J ;I 1f�� ._i\ EXIST.ROCKWALL) d \ �\�\
I I
7 -ABLR TRAPEZOIDALCHANNEL I_ i.� . \ \..:__,_ ,, ul �: LEA
1
i
v _
T � L Iw I 1
1'DEEPW,10'WIDE
/BW 38. J J J L BOTTOM & 3:1 SIDE
EXIST. ROCK
SLOPES W/LAID IN PLACE
1 4 r~
RETAINING WALL FIELDSTONE
1. MAX HEIGHT -6 13 -CB \ \
NOTE: :: I a''�. _ \ Lr 1
NEW ROCK RE AINING ALL I': 1 J
RETAINING WALL EXCEEDS VIN HEIGHT
W /BLACK METAL SAFE <h ...._ TW /BW 538.01
BETWEEN POINT A AND POINT B AND RAIL ROCK 7 MATCH J I Iii
SHALL BE REINFORCED IN THIS AREA, EXISTING R K WALL ,
(REFER TO'RETAINING WALL DETAILS' MAX HEIG =8.5' I 12- B u 36 - PEAL 9 -CAHU L�`;: 1' Ji j �I - -'
DRAWING'BY MOILER & ASSOCIATES FOR TOW_53�. I JC
: :::
ADDITIONAL DETAILS) BOW -5 1.0 r� ; : = I jI M
1:..._' TO - 539.0 I A I I I I'
EXISTING 6" PIPE BOW = 533.0 I ! I
T y; ' (POINT A ( ( # " I
'i
_® )) I +
D FRO
25 -EPGA*
BE REMO pp g
_. i d I l
ST-41 TO OREBAy
r� r._ .a C W. HURT I
ii
,
/ _ `\-,: 35o• � A a
.UI 26 t J '� ,_:.� , IQ Ty � f� . , ��w : •i r I IiI `, ' J \ \�
LAID IN PLACE
EPGA* J. i.1 1_ - .4 FIELDSTONE
BASIN
TMP 32 -41 D3
ST
I
, ..
i / / - _.,/ .I ,-.,I , _ P i • .�_ ; /k , ; 1 1 StOri U ate B 17 -CB
i 5 RO p R(& 36 -PE Ma s ry ryt
...... _ 46 -IV Fa iG %ty e I
._ ,__, . VDOT STD. EW -1
TO BE FA J CED 5 -ERRA WSE-520. ® �
.v WITH FIELD STONE
i ! l
'l V
I i I
�r ZE
MATCHING
' RETAINING WALL iI I j
! I
`,:� • TOW = 539,0 :: R °' �I ; �i q
j 13 -CAHU --__'r (, !
f'a r BOW = 533.0
TMP 32 -4 : ' : • ' POINT BI I
. i
I
- ENI \ n l �' NEW 36" PIPES AND MANHOLE TO
BE INSTALLED. (REFER TO "X
PROFILE FOR DETAILS) l; _ I ! !
d I ' I
I;35- ILXGL* ,Y I `, i I!
f
•
JC 22- PEAL'2-BE
EXISTING GE BOULDERS
/
59 -MP a,.° I I�
/ t , F
"I -BENZ i I I II Iii �a
5r f "� „�� )'
I
U OF NI Q \
i
' I
)S IV RCP / ._ _ _ -:,� .. � / ' - sue•�iv �i
10
.. _,.,�.,...,.. _...' :,,. ._ _- ��` �'`� � ,� - __._ - - _._ ._.. - -
IN I
r ;
f
SAN I 'V , .....v Ica ,. � i -=• -+�-1 - `�.� te=a
---'-
-_ .4-
; Electrical-
18 -PEAL
l Kill.
_
y k,
�---- - - \
_ r �a /
\ \ ST - 35 Pale, T\ i0,
ROUTE 29 Exit, /G Telex fx,,nr, \ .
T -
30 0 30 60 90
SCALE: 1"=30'
PLANT LIST
'KEY
QTY.
BOTANICAL NAME
COMMONNAME
CAL.
HEIGHT
REMARKS
CANOPY
AREA (SF)
AREA
TOTAL (SF)
SHADE TREES
AROG
6
Acer rubrum 'October Glory'
'October Glory' Red Maple
2.5'
CONCRETE
Lac
337
2362
$ENI
10
6etula migra 'Heritage'
'Hertitage' River birch
2 PART EPDXY DIP
14' -16'
Multistem
535
5350
OV
3
Ostrya virgmiano
American Hophornbcam
1,5'
d
V
d
53
257
SA
2
Salix albo Tristis
Golden Weeping Willow
2.0'
16
14.9
..
307
1814
SHRUBS
0.00
A6LR
I Be
Abelio grandifloro 'Little Richard'
'Little Richard' Abeha
562.87
24'
8:80
14
504
CAHU
22
Clethra almfolia 'Hummingbird'
'Hummingbird' Summersweet
0.21
24'
0.19 2.53 10,1
16
352
CB
30
Cornus sorraea f boileyi
Redtwig Dogwood
24
24'
6.49
72
2304
CH
1
Chionanthus virgimcus
Frmgetree
5.58
G' -7'
�
125
125
IGS
20
Ilex glabra 'Shamrock'
'Shamrock' Inkberry Holly
0,06
24'
STR -44
23
460
IV
78
Itea virgimca 'Henry's Garnett'
'Henry Garnett's' Sweetspire
BLACK
24'
1,03
64
4352
JC
0,48
Juniperus chmnensis 'Expanso'
Parson's Juniper'
0.57
2' Spread
4' O.G.
N/A
N/A
MP
36
Myrcia pensylvaniaa
Bayberry
30
24'
4.47
18
1728
RKO
15
Roso x 'Knock Out'
'Knock Out' Rose
5.36
24'
539.90
NA
NA
Sc
24
Sambucus mgrs 'Garda'
61ock beauty Eldorberry
0.18
24'
STR -41
N/A
N/A
V6W
28
Viburnum '6urkwoodi'
'6urkwoodi' Viburnum
534.75
3' -4'
1.67
22
616
ORNAMENTAL GRASSES
ERRA
5
Erionthus ravannae
Ravannoe Grass
0,90
I Gal
5.26
N/A
N/A
PEAL
1 57
Pannisotum alopecuriodes
Fountain Grass
198.46
I not
0,08
N/A
N/A
_A Rev. Storm Profile
S2 scale: 1" =20' Horz.; 1' =10' vent.
LEUEND
f.✓ .•.�.'` it i' rr
EXISTING /PREVIOUSLY APPROVED PLANT MATERIAL
.r
SN
,y
0e0 (D
x X 0@ 000 PROPOSED PLANT MATERIAL
®O0
*RELOCATED PLANT MATERIAL
M
PERFORMED OR
Coef
DRILLED POST HOLE
Int
Flow
METAL
Inv
Lan
S
RAILING POST
TOP FINISHED
Inc
EMBEDDED POST
CONCRETE
Lac
PROTECTED W/
inlhr
4VM
El
El
2 PART EPDXY DIP
pip
in
(01s) ,
�
min
1
ST -49
2
STR -48
3
3.60
4
0.65
d
V
d
er 4'Max
dd
1 I
SEES �
13
628
4
e
16
14.9
..
STR -48
STR -47
0.00
0.00
d
5.63
d
a,.
566.00
562.87
35,6
8:80
18
+ 1" MIN
7,64
008
c.l I
JON-METALIC
0.21
0.90
0.19 2.53 10,1
5.60
14.17
EXPANDING GROUT
561.28
43
112n
24
= N
6.49
0,13
STR -46
STR -45
0.05
0.90
0.05 2,57 10,2
5.58
14.36
�
550.40
34.4
o
OMOUNTING
24
33.40
10,23
0,06
DETAIL
STR -44
0100
0.00
w
5.57
14,33
T -11"
BLACK
156.6
1,03
24
FINISH 3' -11 3/4"
3'- 113/4"
0,48
STR -44
STR -43
0.57
M
County: Albemarle District: RiVanna
Description: Pipe Calculations
From To Point Catch unoff Inc Accum Tot Tot of U Dn Pipe Inv Pie Pie Veloci Flow time
Paint
A
Coef
AC AC To
Int
Flow
Inv
Inv
Lan
S
Dim
Cap
Inc
Lac
min
inlhr
4VM
El
El
ft
pip
in
(01s) ,
ft/s
min
1
ST -49
2
STR -48
3
3.60
4
0.65
5 6 7
2.34 2.341 10,0
8
5.62
er 4'Max
10
572.001
1 I
SEES �
County: Albemarle District: RiVanna
Description: Pipe Calculations
From To Point Catch unoff Inc Accum Tot Tot of U Dn Pipe Inv Pie Pie Veloci Flow time
Paint
A
Coef
AC AC To
Int
Flow
Inv
Inv
Lan
S
Dim
Cap
Inc
Lac
min
inlhr
cfs )
El
El
ft
pip
in
(01s) ,
ft/s
min
1
ST -49
2
STR -48
3
3.60
4
0.65
5 6 7
2.34 2.341 10,0
8
5.62
9
13.1.6
10
572.001
11
570.00
1,2
31.8
13
628
14
18
15
26.32
16
14.9
17
0.04
STR -48
STR -47
0.00
0.00
0.00 2,34 10,0
5.63
13,15
566.00
562.87
35,6
8:80
18
31.14
7,64
008
STR -47
STR -46
0.21
0.90
0.19 2.53 10,1
5.60
14.17
561.61
561.28
43
0,67
24
18.51
6.49
0,13
STR -46
STR -45
0.05
0.90
0.05 2,57 10,2
5.58
14.36
551.15
550.40
34.4
2,18
24
33.40
10,23
0,06
STR -45
STR -44
0100
0.00
0.00 2,57 10.31
5.57
14,33
547.07
545.46
156.6
1,03
24
22.93
5,42
0,48
STR -44
STR -43
0.57
0.40
0.23 2.80 10,8
5.48
15,35
545.36
540.00
178.2
3,01
30
71.11
4.47
0,66
STR -43
STR -42
0.17
0.40
0.07 2.87 11,4
5.36
15,37
539.90
539.40
71;6
0.70
36
55.76
6.73
0.18
STR -42
STR -41
0,00
0.00
0.00 2.87 11.6
5.32
15.28
538.30
534.75
212.4
1.67
36
86.20
9,19
0.39
STIR-41
STR -40
1,00
0,90
0.90 3,77 12,0
5.26
19.82
531.28
529.25
22.9
8,86
36
198.46
4.87
0,08
FSTR -40
Outfall
1 0.371
0.851
0.311 4.081 12,1
F 5.241
21.421
523.26
523.001
25,3
1 ,031
361
87.55
8,47
0.05
C ) Storm Drain Calculations
S2
nnnnnocn nnnv
D Retaining Wall Section
S2 scale: l" =10'
TIMOTHY RAY MILLER
Lie. No. 30542
.1
kIONAL���
F
ME
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