HomeMy WebLinkAboutARB201400071 Plan - Other (not approved) 2014-05-28o\ Ex. pole // Line of sight
9 - 'Ex./telephone / for 500' sight distance
pedestal // 45 mph (11) + 5 =500
Ex. 15" CMP / /' Ex. brick building
Inv in= 400.32 fQ - - - / / i C. R. MOORE /
= Ex. Mailboxes
/
Inv out 395.07 / WELL DRILLING h
Ex, telephone pedestal
400 Ex. 15" CMP / - Approximate location of waterline easement .,:� - -� _ - j �/ Ex pavement
Inv in= 395.07 - _ - -
Inv out = 388.35 - Partnership = \ ` \ - - -_ -_ - - - _ - ! �' 3 -�
-- / / Glerm°2e 175c 17e Plaited P hiP Inv in 354.48 � \\ 37
D.B.
20' wide Acenteredson Plat Inv
of waterline Inv out= 353.70 \\ - --
0 / /
--
\� `\ This portion of - - -- �' �' �'� -_� \ It 1\ \ Ex. gate X .,� qr,.' \\ d e of Pavement
\ 10
\ \ concrete ditch - _ - - 410 - - - - - - - - / / / \ \\ \ Ex. rip -raP / \ Ex�le 9_
obscured by dirt - - - - - - - - - - - - - - _ / / /' / / Ex . f enc_�� _ ` T
�s`d\\\ �_ \' - -- — - -- - -- -- --- - - - - -- / / // / /// /// /// �� // // / % MATCH LINE (SEE SHEET____ ol\ \\ \X \ —�X Ydre ta/ Ex. pavement — // /
s is \ _ -- ---- - - - - -- _ - _ - 400 C4.0) assembly _- / - - - /
740 of \ Vent - - -- - - - - - --
__` _ - 400 - - - - - - - - - - - - -- /
E e - - — — — — - - - - -
---
- Ex is ang fi is cab lP
or n e_de- t�w'�th 2 ],ineS / \\ \ /
_ -- ------------------------ - - - - -- � _ - - -.- marked �(1-�0 _ -- � P \ D uble' /Yell
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bite 1 \ \\ ` _ - -- - - -_ 9 NEW
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�_ - --- _ 390 - - - - - - - - _ --- "_ �_ � _ _ �+ - -
_ -------- ---- -- 390 _
- -- / N EP
I \) ° / / \ \ ° // o ow
Ex' soi one \\ - - - - - - - - - - - - - - - -- - - -- - - - - -- _ - -- ___ - -- - EVILENFRAIVO / '' -- - - - - -- - - -� / _
\ -
1�_--------- - - - - -- _ _ _ _ _
white -�` \ 3 -y- -- - -- -' SAW�UTBCI5fIRGPMEMr 4.00' I - / - - - -- - - -- r (I�,n��^'y' ExExa sollad whit \\
/ PC'1 / N W
`- ---------------- - - - - -- -- --- - - - - -- - -- -- J _ -
l / \
380 p��� � ROAD) a line
_ _ / / o I ° U.S. S n"�'- �, � I m o' \\ \ Ex. 15" RCP
1 n _ _ \ �.� - -- - - - - -- -- - - - - -- - _ - -- _ --- -- °��0- - ° _ \ $5'R W I m \ ° _ Inv in- 363.62
arr n \ \ ` \ - - - - - - - - - _ - ?„'v - - - _ d _ - -W to line ,vement - - - Inv out= 361.81
-� „� _ - - - - - - - - - 451 $ I d w i e d f P
Ell \\ \ \\ \ _\ c - - - - - - -- - - - _ 380 - - - -- - - - _ 370 - .l /0 00.00 m Ex. soli - - _ Ex. ?rdH
/-� -.� �n
yello
os t \ \ \ (WESTBOUND \ _ - - _ water tin¢ S
cr a � � - ` 6 Ex. turn
\ s hatchyn c x, \ \ Ex. dashe \ LANES) \ �� _ - _ \ _� '�' colCitch .,-� - _ - \ ex. 1ST dSO / xc lane arrow v - �I� -�
\ 9 \� d whit \ \ \ - - - �-\ - - - -� - - - 'e- �., e low line w - —.
\ \
line \\ \ \ ` ` ` `C'6. v Ex. double Y Ex. turn 1 - •-- °v
�Ex. soli ellow line �� \ ` \ \\ \ \ Ex. solid white line ` END NEW DASHED YELLOW LINE lane arrow of - - - -_- �.`� -• y
bU' ant, \ -.,_ _� ` \ \ V. S. 9 \ \ \ \ \ 8. m a \ Ex. solid who
TE \ 6 to line xm -�
e�s•cea to w `\ _'� - \� \ \ \Ex. double Y \ turn �wo __
r - - - - -- \ AD) o \ \ el ow line x
\rater \ ,� _ \ / \ \ \ \ \ \ Ex. arrow white line ��o /� _ - - - -F - - -- i
`�, land T' Ex. fished / .� _ Existin UG fiber optic cable
ng marked FO 6 0
/ - - - --
� 4° _� solid iwhite line � -r - q
� \\ WQ \ � _ -- - - -C— __ -- - -� _'=__ _ .. __ - - --\ —/ I � \ \I � �`�! / � � — =� i�■ �'/ F�x'c --0 Po v`
350
w
�\ 400 - - / _ \ BOUND LANE) \\ 'Ex. Yellow crosshatching \ \\ \ ' I w; ° - ,�'/ �� I I\
TO BE RE E13 \ \
�� - - -- � _ \ .•, \ � \ - - 1 I � I � -- - � - � -` - - -- —'\ I/ X� \ \\ \\ Ex. box culvert
Ex. concrete curb
with wing walls
V.
-r- _ Ex. solid ite
Ex. keep _ / - - - - _ - - Y \ \ \\ \\
in w
�- - - / 370/ _ Ex. pole
right sign - _ - - - - - - - - - Ex. edge of /pavement / / _ - - - - - - - - - - - - - - - - - Ex. telephone 1 NEW RIGHT TURN TAPER
- - - - - - - - - pedestal SAW CUT EXISTING PAVEMENT -
- .:. Ex. coot di c2 - - - -
Ex. DI -3A manhole \ - -.. -. �_ _ - -_ - - - --- -- - - -- \ \ \ \ \
Top= 397.40 Ex. grass median 3 i -- - - - - - - - - - - - _ - - - - Ex. under round \\
\ - - - - - _380- _ - - - - - �, LEFT STORAGE SANE tiher optic marker
END NEW SOLID YELLOW LINE
�\
Ex. thru lane - - -- - - - -
LEFT TA - Ex. information
Ex. concrete ,u Its LANE Ex. directional NEW SOLID DOUBLE sign
island Qov`� Ex. concrete curb traffic sign YELLOW LINE
�+ NEW SOLDYELLOWUNE Ex. concrete curb Ex. paint striping Ex. 15” RCP
level with pavement NEW SOLID YELLOW LINE
Inv in= 376.13
Ex. pole Inv out = 375.38 BEGIN NEW SOLD YELLOW LINE NEW SOLID YELLOW LINE
BEGIN RE- STRIPPING NEW DASHED YELLOW LINE
Ex. DI -38 manhole
Top= 379.88
Line of sight
for 500' sight distance
45 mph (11) + 5 =500
THIS DRAWING INDICATES THE LIMITS TO EXPAND THE EASTBOUND LEFT TURN LANE.
THE ROADWAY SHALL BE RE- PAINTED AS SHOWN TO INDICATE A NEW 250-FT LEFT TURN
LANE FOR STORAGE AND A NEW 200-FT LEFT TAPER. ALL EXISTING PAINT STRIPPING, THAT
IS IN CONFLICT, WILL BE REMOVED.
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BRIAN P. SMITH, PE
IVIL ENGINEERING, INC,
390
HEIGHT OF OBJECT
WLiCOMPORM
385
on 9 =9 - LMO PTV'+^ nIG191
380
4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
375
— _ —
LINE OF SIGHT
37o
JOB NUMBER
365
06 -012-02
360
— —
_ —
NEW CHURCH
ENTRANCE
NEW CHURCH
ENTRANCE
355
Existing grade
_
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Initial plan l.pro
°
LINE OF SIGHT
m
SHEET
m
HEIGHT
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+00 12 +20 12 +40 12 +60 12 +80 13
+00 13 +20 13 +40 13 +60 13 +80 14
+00 14 +20 14 +40 14 +60 14 +80 15i
ROUTE 250 SIGHT DISTANCE (WEST)
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DATE
May 6, 2014
REVISIONS
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395
BRIAN P. SMITH, PE
IVIL ENGINEERING, INC,
390
WLiCOMPORM
385
on 9 =9 - LMO PTV'+^ nIG191
380
4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
375
b s e @embar mail.COm
37o
JOB NUMBER
365
06 -012-02
360
NEW CHURCH
ENTRANCE
355
HEIGHT OF OBJECT
Initial plan l.pro
°
LINE OF SIGHT
M5
SHEET
m
OF EYE
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_ - - -
� - Existing grade
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14 +60 14 +80 15 +00
15 +20 15 +40 15+60 15 +80 16 +00
16 +2 l 40 15 +50 16 +80 17
+00 17 +20 17 +40 17 +60 17 +80 18 +00
18 +20 18 +40 18 +50 18 +80 19 +00
19 +20 19 +40 19 +60 19 +80 20 +00
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DATE
May 6, 2014
REVISIONS
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395
BRIAN P. SMITH, PE
IVIL ENGINEERING, INC,
390
WLiCOMPORM
385
on 9 =9 - LMO PTV'+^ nIG191
380
4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
375
b s e @embar mail.COm
37o
JOB NUMBER
365
06 -012-02
360
DWG. NAME
355
Initial plan l.pro
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100' Stream buffer
and sewage setback
6' THICK, 9,500 PSI CONCRETE WITH W WF
\ I \ \ \ \ \ OVER 6' OF #21A BASESTONE
PT VERTICAL BOARD FENCE, 7' TALL
DOUBLE DOUBLE SWING GATEIWITH LOCKING MECHANISM
% ` ` \ PAINT WHITE WITH PRIMER AND ONE COAT
2 -6' STEEL BOLLARDS FILLED WITH CONCRETE
\ \ \ END CG-2
BEGIN CG-6
NEW TREE LINE
X
\\ \ I \\ ` \EYJS)INGWOODS \\ \\ \\ \\ \\
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NEW CONCRETE 4AND4 (2)
4.67 . ;y 408.0 N C�.H�JR�1-I vY
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+ 07.80 1 0 1" } 1 oo1 M- j8,875 Sq. Pi. ist fir.
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well house I I 'I I I •t N I 1 q�q I "I N CG12A \ 1 1 I 1 I /
TO USED FOR NO I I : I I v I o ' \ I d I 1 .� �, MO Flm V 1 I 1 I I
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NEW FILTERRA UNIT #1
(SEE DETAILS ON SHEET CX.)O
NEW FILTERRA UNIT #2
(SEE DETAILS ON SHEET CX.X)
NEW FILTERRA UNIT #3
(SEE DETAILS ON SHEET CX.X)
NEW UNDER GROUND
STORMWATER DETENTION
100' Stream buffer
and sewage setback
NEW WHEEL BLOCKS
EC -1, CLASS 1
NEW FILTERRA UNIT #4
(SEE DETAILS ON SHEET CX.)O
EC -1, CLASS 1
/ Ex. Shadwell Creek
END CG-0
iBEGIN OG2
NEW FILTERRA UNIT #5
(SEE DETAILS ON SHEET CX.))
NEW SEPTC SYSTEM
INCLUDING GREASE INTERCEPTOR
SEPTIC & EQUALIZATION TANK
(SEE DRAWINGS BY OLD DOMINION ENGINEERING)
NEW SEPTIC FORCE MAIN & RETURN
(SEE DRAWINGS BY OLD DOMINION ENGINEERING)
NEW SIDEWALK
NEW CG-6
WATER STORAGE TANK i /' 1 / - _ _ _ _ - �6 %R + _ +
FIRE PS NPROTECTION / I 10 p0� i- r6d "` �I i'� /�C� `��� / jt .'/
(DESIGNED BY OTHERS) /, , - - - - _ CG o Q'� H-' O / I I I I Dl / / / EC -1, CLASS 1
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CG -7 rO DRAIN / m Q / l
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\ / NEW WHEEL BLOCKS
\ 01 5• o m / 03.8 j / 10 a � � I I�� � AT ALL SIDEWALK LOCATIONS
10 -FOOT SECTION \ l \ \ \ \ no NEW TREE LINE
OF CG-7 \ \ \ \ \ \ q1p \ _ \ \ NEW d 18.0 N o \\ \ \\ I
\ \ \ \ \ \ 2.51t\ +% NEW C O
END CG-6
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BEGIN CG-2 a � \ \ \ \ \ \ C�2 *
BOTH SIDES 20 v v v v V 1 25 54. / r�
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\ \ \ 1 \ ". 01.4 i \ \ I C.
2' ,R / m r \\ \ \ \ \ I I 1 I \ \ AT ALL SIDEWALK LOCATIONS
\v vv A vv v v 40 v vV A N G 1 f
\ \ \ \ \ \ 24.00 \ NEW FILTERRA UNIT #1
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DATE
May 6, 2014
REVISIONS
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BRIAN P. SMITH, PE
CIVIL ENGINEERING, INC,
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4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
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JOB NUMBER
06-012-02
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DATE
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REVISIONS
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4835 Three Chopt Road
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JOB NUMBER
06-012
DWG. NAME
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4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
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DWG. NAME
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(SEE DRAWINGS BY OLD DOMINION ENGINEERING)
NEW SEPTIC FORCE MAIN & RETURN
(SEE DRAWINGS BY OLD DOMINION ENGINEERING)
NEW SIDEWALK
NEW CG-6
WATER STORAGE TANK i /' 1 / - _ _ _ _ - �6 %R + _ +
FIRE PS NPROTECTION / I 10 p0� i- r6d "` �I i'� /�C� `��� / jt .'/
(DESIGNED BY OTHERS) /, , - - - - _ CG o Q'� H-' O / I I I I Dl / / / EC -1, CLASS 1
-�N
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18,00' ---I ,t
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\ / NEW WHEEL BLOCKS
\ 01 5• o m / 03.8 j / 10 a � � I I�� � AT ALL SIDEWALK LOCATIONS
10 -FOOT SECTION \ l \ \ \ \ no NEW TREE LINE
OF CG-7 \ \ \ \ \ \ q1p \ _ \ \ NEW d 18.0 N o \\ \ \\ I
\ \ \ \ \ \ 2.51t\ +% NEW C O
END CG-6
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BEGIN CG-2 a � \ \ \ \ \ \ C�2 *
BOTH SIDES 20 v v v v V 1 25 54. / r�
\0\ \ \ \ A 5.00'
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\ \ \\ \\ \ \\ F
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\ \ \ 1 \ ". 01.4 i \ \ I C.
2' ,R / m r \\ \ \ \ \ I I 1 I \ \ AT ALL SIDEWALK LOCATIONS
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BRIAN P. SMITH, PE
CIVIL ENGINEERING, INC,
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4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
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JOB NUMBER
06-012-02
LIL DWG.NAME
l plan J.pro
SHEET
C4.2
DATE
May 6, 2014
REVISIONS
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IVIL ENGINEERING, INC.
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4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
b s e @embar mail.com
JOB NUMBER
06-012
DWG. NAME
Initial plan l.pro
SHEET
TT C4.1
I DATE 1
II May 6,2014 I
REVISIONS
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BRIAN P. SMITH, PE
IVIL ENGINEERING, INC,
4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
s e @embar mail com
J12-02
DWG. NAME
Initial plan l.pro
SHEET
C4.0
LANDSCAPE SCHEDULE
SHRUBS AND PLANTS TREES
EACH
BOTANICAL NAME COMMON NAME SIZE REMARKS QUANT. BOTANICAL NAME COMMON NAME SIZE REMARKS QUANT. TREE TOTAL
Abelia x grandiflora.
Glossy abelia
15 -18"
Oak mulch planter
14
Cotoneaster dammeri
Cotoneaster
15 -18"
Oak mulch planter
19
Euonymus alatus
Compact burning bush
15 -iB "
Oak mulch planter
io
Forsythia
Forsythia
15 -18'
)3ak mulch planter
44
Ilex crenata
Compact Japanese holly
18"
Oak mulch planter
14
Ilex grabra
Shamrock inkberry
18"
Oak mulch planter
22
Ligustrum japonicum
Japanese privet
18 "
Oak mulch planter
18
Liriope muscari C
"Big blue" Liriope
Pots
Oak mulch planter
62
Photonia x fraseri
Red tip Photinia
18"
Oak mulch planter
37
Pyracantha
Pyracantha lowboy
15 -18"
Oak mulch planter
13
Rhododendron
Rhododendron (mixed)
157 '
Oak mulch planter
14,
Spirea thunbergii
Spirea
18 "'
Oak mulch planter
13
Viburnum conoy
Viburnum
18"
Oak mulch planter
24
I I Estimated area of plains lovegrass =i.64 acres
% J l
I4
I �
(3) EASTERN REDBUD
(1) RED HORSECHESTNUT
(5) RHODODENDRON
1 I 1 1
(3) AMERICAN LINDEN
I j , (2) CAROLINA HEMLOCK
(5) RHODODENDRON
f;
TOTAL = 303
(11) RED TIP PHOTINIA
(5) RED MAPLE
(14) GLOSSY ABELIA
PLAINS LOVEGRASS
(3) RED MAPLE
Acer rubrurn
Red sunset maple
2.5" min. cal,
B &B,
Oak
mulch
planter
14 k-
510
SF
7,140
SF
Aescu lus tarn is
Red horsechestnut
2.5" min. cal.
B&B.
Oak
mulch
planter
4
572
SF
2,288
SF
Cerc is canadens is „
Eastern redbud
6-7' height
B &B,
Oak
mulch
planter
5
124
SF
620
SF
Cratae us phaenopyrum
Washington hawthorn fyA
2,5" min. cal.
B &B,
Oak
mulch
planter
3
x145
SF
435
SF
Halesia monticola
Mountain silverbell 101
2.5° rein. cal.
B &B,
Oak
mulch
planter
4
249
SF
996
SF
Ilex opaca
American holly Dc)-791-
c, -7
6 -7' height
B &B,
Oak
mulch
planter
4
56
SF
224
SF
Lagerstroemia
Crepe myrtle natchez5�
6-7' height
B &B,
Oak
mulch
planter
4
77
SF
308
SF
Lagerstroemia
Crepe myrtle sioux Sm
6 -7' height
B &B,
Oak
mulch
planter
4
77
SF
308
SF
Liriodendrom tulipfera
Tuliptree a I
2..5" min. cal.
B &B,
Oak
mulch
planter
2
430
SF
860
SF
Pinus strobus
Eastern white pine _S^)`
6-7' height
B &B,
Oak
mulch
planter
12
118
SF
1,416
SF
Tilia americana
American linden
2.5" min. cal.
B &B,
Oak
mulch
planter
16
222
SF
3,552
SF
Tsuga caro l in iana
Carolina hemlock -7o
6 -7' height
i B &B,
Oak
mulch
planter
7
*15
SF
105
SF
TOTAL =79 TOTAL =18,252 SF
Canopy required (10% of lot (413,056.45 SF) minus playground (2,075.97 SF))= 41,098 SF
Less canopy bonus (wooded area to remain - acres (1.25 factor not included)= SF
Adjusted canopy required= SF
x - Estimated value as species was not on the county's master list.
Tree canopies are shown at a projected 10 -year growth period
(13) PYRACANTHA
(19) COTONEASTER-
(2) RED HORSECHESTNUT
PLAINS LOVEGRASS
HARDWOOD MULCH
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(1) MOUNTAINS L�`�
(5) FORSYTHIA
(4) AMERICAN HOLE I
(4) SPIRAEA Il
(2) CAROLINA HEMLOCK l I1
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(2) AMERICAN LINDEN
(1) WASHINGTON HAWTHORN l l r
(25) FORSYTHIA l
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(4) AMERICAN LINDEN -
RECYLCED PLAYGROUND
RUBBER MULCH
PLAINS LOVEGRASS
(1) RED MAPLE -_
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PLAINS LOVEGRASS
(2) RED MAPLE
HARDWOOD MULCH---ii
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County of Albemarle
Conservation Plan Checklist — To be placed on Landscape Plains
(Handbook, pp 111 -284 -111 -297 for complete specifications)
I, The WIlowing items shall be shown on the plan:
Trees to be saved;
® Lituits of cleating (onlside dripline of frets to be saved); ,
Location and type ofprotective fencing,
® Grade changes requiring tree wells or walls,
Proposod trenching or tuancling beyond the limits of clearing.
2, Markings:
® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment opetntols.
® No wding shall begin until the tree sharking has been inspected and approved by a County inspeclor.
3. Pre- t;oostruction Conference:
U1 Tree prrservation and protection measures shall be reviewed with the contractor on site.
4, lCitluiument Operation and Storage,`
Lq Heavy equipment, vchicular tmTic and storage of coustruction sterols 'including soll shall not be permitted within the driplincs of trees
to be saved -
5. Soil Erosion and Stormyvatcr Detention evices:
0 Such devices shall not adversely afrect trees to be saved.
6. fires:
® Fires arc not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic. Materials:
® Toxic materials stall not be stored within 100 feet of the dripline of tmcs lobe saved.
8. Protective ygncin¢:
Lgl Tars to be retained within 40 feet ofa proposed building or grading activity shall be protected by fencing.
Feasting shall be in place and shall be inspected and approved by a County inspector prior fa gading or constrltetion,
% Trcee Wells;
® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall he provided and a construction derail
submined for approval.
10. Tree warts;
When the ground level must be lowered within the driplinc a tree to be saved, a tree wall shall be provided; and a construction dBind
smbmiutxi forapprovel.
11. Trenching and Tunneling;
W When trenching is required within the limits of t1wrisg, it shall be dono as faraway from the trunks of trees as possible. Twineling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will des[toy feeder roots.
12. Clearrum:
U2 Protective fencing shall he the last items removed during the final cleanup.
13. Damaged Trees;
L Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree speciali%L
NOTE: iT IS THE DEVELOPER'S MSPONSIBiLITY TO CONFER ATTH THE CONTRACTOR ON TREE CONSERVATION
RF,n[TmFmrw,m
NOT APPi.ICABLE
CONTRACT PURCHASER' SIGNATURE (DATE)
511/06 Page 1 of 1
r ' (13) RED TIP PHOTINIA
i
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(5) EASTERN WHITE PINE
.i / ,Ilk t � \ .� 1� _-1
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PLAINS LOVEGRASS
(2) CAROLINA HEMLOCK
(2) EASTERN REDBUD
(2) EASTERN WHITE PINE
(1) WASHINGTON HAWTHORN o e rl
(6) SPIRAEA
(2) AMERICAN LINDEN i
(5) FORSYTHIA
IL 1'7- '77-- C? � ��� 5 7/ .•�,�t.r
C&/vT -t--I
- 21 --Vev
DATE
Apfll 14, 2014
REVISIONS
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1, SMITH �
CER
eo CtL 14591
ssI0NAL E� �
BRIAN Pr SMITH, PE
iAL ENGINEERING, INC,
LIl Il L5 DME ° Ln1U D FLfraLluN99
4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
b s pe@emb ar gma il -coo
JOB NUMBER
06 -012-02
DWG, NAME
InHial plan l ,pro
SHEET
C5.0
15 sheets
1 — — - (7) JAPANESE
HOLLY
y - (6) JAPANESE
PRIVET
(3) AMERICAN LINDEN
JAPANESE
HOLLY
I'` �- (4)
RED TIP PHOTINIA
. - -
(12) JAPANESE PRIVET
EASTERN WHITE PINE
PLAINS LOVEGRASS
(D) RED TIP PHOTINIA
(1) RED MAPLE
(2) AMERICAN LINDEN
(2) MOUNTAIN SILVERBELL
(1) CAROLINA HEMLOCK
— (1) TULIPTREE
NOTE: ALL FILTERRA UNITS
SHALL HAVE ONE (1) CREPE MYRTLE.
- (1) WASHINGTON HAWTHORN
�-
4 SIOUX, 4 NATCHEZ:
ALTERNATE LOCATIONS
(1) RED HORSECHESTNUT
�`-- (4) FORSYTHIA
(I)-- TULIPTREE
(1) MOUNTAIN SILVERBELL
``— (2) EASTERN WHITE PINE
(4) RHODODENDRON
�-- (2) RED MAPLE
'-� (3) SPIRAEA
`°— (5) FORSYTHIA
The original landscape plan was designed
by the Depasquale Gentilhomme Group. This plan received preliminary ARB
approval and was used as a base map for the revised site plan.
IL 1'7- '77-- C? � ��� 5 7/ .•�,�t.r
C&/vT -t--I
- 21 --Vev
DATE
Apfll 14, 2014
REVISIONS
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SCALE
1'=50'
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1, SMITH �
CER
eo CtL 14591
ssI0NAL E� �
BRIAN Pr SMITH, PE
iAL ENGINEERING, INC,
LIl Il L5 DME ° Ln1U D FLfraLluN99
4835 Three Chopt Road
Troy, VA 22974 -3012
434.296.3644
b s pe@emb ar gma il -coo
JOB NUMBER
06 -012-02
DWG, NAME
InHial plan l ,pro
SHEET
C5.0
15 sheets