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STORAGE SHED;
TYP.
PICKET PRIVACY
FENCE; TYP.
OPTIONAL WINDOW
TO MATCH BOTTOM SASH
ELECTRIC
SERVICE PANEL
# OF STAIRS
VARY ON FINISH GRADE;
TYP.
1/4" =1"-O"
s � •
i
4 1 0
ON-0m
Owner/Developer:
The Sycamore House
1108 W. Main Street
Charlottesville, VA 22902
CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
(434) 979- 7522
Scale 1 "=20'
ram.
0 20 40 80
McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
1
NOTE: THE 810-FLTER IS NOT TO
BE INSTALLED UNTIL THE SITE IS
ADEQUATELY STABILIZED ACCORDING
TO WATER RESOURCES PERSONNEL
1434) 296-5861 BOTTOM OF POND
EL 519.00 CLEANOUT WITH
TOP OF BERM SOL MIX TO BE STABILIZED WITH WATERTIGHT CAP
EL. 523.00 SOD ALONG WITH TREES AND/OR�
�620.70�
ED ON PLAN
48'
TOP�411\ /`
OUTLET BARREL
18' CONCRETE
WV. 514:40-� /
WV. 1 514.50 �1
CONNECT UNDERORAIN
PIPES TO OUTLET STRUCTURE
6PERFORATED PVC PIPE a 1% MIN. SLOPE.
PERFORATIONS TO BE MINIMUM OF 4 1/4'
HOLES 12' O.C. FOR ENTIRE LENGTH OF
PIPE IN UNDBRDRAIN GRAVEL.
SOIL MX MUST BE LUCK BIO•FLTER MIX OR
TESTED AND APPROVED EQUIVALENT, SUC AS -
50Y. SAND / 30% TOPSOIL / 20% LEAF MULCH
(SAND: 0.02'-0.04, ASTM C33 FINE). FOR MORE RISER
INFORMATION CONTACT WATER RESOURCES
PERSONNEL (434) ; I- TOP OF BERM (523.00)
-
VNDERDRAIN GRAVEL
IAASHTO M43, 1/2'-1') 616.00
WRAPPED W FILTER REMOVE SILT AND SEDIMENT
FABRIC BELOW .11....... LAYER
AFTER FINAL STABILIZATION.
PH VIDE PIPES ACROSS BACKFILL WITH LOAM OR
ENTIRE WIDTH AT 20' O.C. GRANULAR EARTH FILL BELOW
WRAPPED IN FILTER FABRIC UNDERORAIN LAYER.
SEDIMENT BASIN RETROFIT TO BIO-FILTER
SECTION N.T.S.
CTl1RM CFWFR CTIQ11C%T11RF CC`NFlllll F
ID
TYPE
TOP
ELEV
INVERT
IN
INVERT
OUT
PIPE DESCRIPTION
1
11.0 24' HDP8 a 1.00
6
_02-81T
52151
02112
123.00 LF 1 ' HOPE 0 t47
A-
MH-1
634.41
530.04
625.43
37,30 13" E 0 0 .
637.
5
530.9
6 16 0 6.76 .
A.5
DI-38• L = 6'
544.83
538.12
536.85
116. 16' A 4.0
A•6
D •7
64 60
--
047 7
A-4
MH-1
537.00
63t
630.7
131.50 LF 15' HOPE 0 4.50%
B•1
Di-7
545.00
63 .46
__5_57.25
0 .
•7
647.25
640.14
639.94
48.50 15' HDPE e 4.00 .
DI-7
647.60
542.8
A-3
MH•i
5 4_.
4.
525*43
63.00 LF16' J10PE00
-1
01.35; L = 6'
53326
526.16
526.06
15.00 LF 15' HDPE 0 t00
--TRENCH
DRAIN--
-•
8.3
A-4
MH-1
537.00
6 1.04
630.79
46.50 LF 15" HUE a 1.00%
D-1
01-7
535.00
531.50
EX
DI-3B
620.50
513.1
51240
4.50 LF 18' CLASS it RAP
.1
7751Tj707
e
1
cJ
\I �1!
ti 1 ��j ( d f 1 j P47.76+ 647:60_{ i r! ! TIE INTO EXISTING DJ.
_ l� 1 ! / c�i f / REPAIR PAYEMENTIBY
7 1 f } 2:11 ' s.,! !! 10'lSAN. SEWED !/ 0 �•'�� STORM Mff SAW -CUTTING EDGES
rt ! Q i••.. ! 540 yd EJ,SEMENT , //�5�� 1 TOP = 524.r5 AND REGONSTR CTING
(7 rB. 1500 pp.45 (PLAjI -,,J / °� ter~ "�•..,�, = y, •.` 18' /P!'/. IN = 515.7 PAVEMENT TO A�ATCH
j
1• J ! r 1 } �<�;.-'' •-� l �,._,••--_ 4" INV. OUT _ 514.9 EXIST. SECTIO
537.50 ! 1 1 f }x - F \ \ ,; 5.'•�:.. ry)�
1 I 5 ✓., CG 6 \ pq. O/-3B. L, 12' r
{ , �• ,� 1 ! 1 { l r ! f } - r� x %Yi-.t r 9pP`.::: -_� TOP = 522.1
/ 1 ! r / } ! f f •�. \ 9.." 5-, '• �-:.� INV. = 512.4
{frt
527.6./- t -•�._ ` ; I APP /"`^•• `}
1 I 1 1/ 1 1 1 8 1 r 1 1 ✓ ! Ii (r f�EX, l •r, O.c4O',lfjdigl 1 SIN.
f �... 1 / / 1 I ! 1 J I ! / , 1 `` 1 \"i ti fYq bYgT `c1` ' 1 .. --• MANHOLE
{ i I I !� i� 1 1 i 4 I 1 I f ! 1 f i t t r 1 �0:' t••._ tEq F eq<i �"'a"Ji�iP� s a
1 ! f TOP 5 924 t f VDOT STQ. Oar AFNENTgyp 1 t�
YA@D / / ! ! ! Jt ,{ ou ' S28.0</- CO -
EX. r • �. 1 s �-' Gr
f ' f/ / DRAIN 1 1 r 1 $ INV._529,04 pw t r ;jr HANDICAP+ �'r r 4 •• • y�TEE "`�.
, '1 w J7 1 i IM !9• j / r s ,.,/,✓RAMP 0P'r'
R 64 601 ! SEE SHEET LI 1 N,c
NYLOPLAS7 24' I t { I l t 1 r , i t, , I T,'r 1 SEPTIC'- • •-"'/r...,` Co , ••
INLINE DRAINS W/ 1 f 7 .F.a!* ( TR _ 11 0�>,r ) SECTION OF
12" HDPE 0 2.Oy NtlN T L 1 { �...gQQ I "Tw i' CG-8 JUINT f Co�gy
TYP, SEE DETAIL /-" f f 1 (,'{ } ! { 1 wd }ar t DRAIN p,i 1 / is �7/Q
K
!i„U
if
YARD -
/ DRAIN;
f RIM /54.
LIMITS OF ii
I20'
II
BUFFER. DO NOTION'
DISTURB.
! ��,
/f � f
f, 0 t S 4f `f5' GAS ! TO JOINT I r '-.. h u,Q•!' a �G1c
�537.80 / •'��AO� 1� E2XT.5./- 9�/r` EASEMENT FOR j ✓ -rz"r k rfl� �1 -..� _ �y\ (/% O
t*.. f I • ! 1: { gy, I 43�.9�'f 1tK 9'' GASLNE 1'V 5Q
''-4 i1 1
I f I a d 1 I 1 i
C9MMERCWL
fi,T4/ t' '-: 1 +r r� 53 78: \ l� •0 r;' ENTRANCE WITH C�i�(
1.,, t ! ' 1 1 ' 1 ! # 6348Q t } SJP^ ^"r,,i 1,) ;� MATCH EXISTING , a''.' / + •,.. S �•.�:.:
�•' i 1 I � � ) { I ! 1 J 1 1 V 1 1 f t f-' � \ rJ GRADE � !, / �=3,p
' t t ( I t 1 1 ` A a'. i + `�n r,.•i t, •� r I 1 m �.--- -•._ •;.� r� °�..,.; _
DRAIN I t t ( 1536.82 RIM 64 �-, z> <..",<-.,42-� � 1 rr�`"--...i__-.--'^ f T4 � � `�"--t �q --•.. ,,,>�.z. '; `-�
001 1 t ! i - - \ I ` _ _ OUTLET - +
q SV7 9� '� ., ', a •.Ci,,.,,. „� I •/- � �STR TORE " 'Y-. va SA�r7•I�AH,`-.._•�
1 1 i I' { 1 1 1 { b ( y ,t^�, t x , ,_.o -_-•' ,� 519.00 ELEY-�42L00\\ ". TOP.520.50
"b-8�1 i34 q{ ''� � WATER QUALITY 1\ O/NV:509./0
t I�1r 1 54 {.001 YApD I tpt i fi, 0 p r �53689 Far t ` .\-<a /-CONTROL.AREA .^�'-'_
YARD -
' RYA 638.75 8 f } x as 'r' w ^ii o
DRAIN 3 i/ ' I ! 4 4 // -i 1., / 6 / Ad� �,id /CLASS Al
RIM 648.7J§ 1 f i 1f I ;y� , ++ r d3 �9 i.r! ti AD COWN�RETEOS,A JO \�.+�� ' , RIP RAP T
! T 1 ! '�• '� t : / ENERGY
;16""•i;'v 017 535,OA/ f { t
DISSWATER F
'k:
_ -ryf t1i 1 .• $- 11 1 Q..` J/}: 8 5 }. /' 1 t` 1 / \\ SEE DETAIL: 13
{14g
EASEMENT
/ I 1 [:::•i 3 f 1 �g6 �.: J/ _. tG s..C- ,.'`n : 1 \ ,y O.B. 1500 Pp. 245 (PLATI
t• 1 1 .:;:f;., I J t
D45.4 'i54 0 "_'" \ I 7 s 20 AtAiAGE t' RR(4N1i.. ort GftAQQE - t t
1 td :. �• i t ® 1 1 1 i::� r "� _ n ),rr �- r-.< i ; � - t o k 5 T0. 28.9Y / ) 5 Y 'r.: 9 •`,T T 1 1 4%F'� �1�' h "� i YRQT1SI9r
j y { t :S.,r: d ! �`?`'• T { r1�a "^ � _ f_. _ en.,ti 3r f' <tl S., 1 fl�TAll�IG;:W�C t r,•,�: :/' �\ t "-•-...
/ !J 545l63
/J )
! �' t/ ::}: } 11 g� ��'/r /! 5� i +Cr+j rr _F .`.w' "'"' 1" "*.q'x`+,• r *,. i '4 f .529.3 oI" r `N
r /' .l%� !7 ..� /��r aOw {a':�-,n �. r _ -- -•.:- - -2r•__ �"Sy� Rt`, �-.i h3_ 17Y�� N�
'!J !! / 1' �*,.. ��Q���jc� '';V r �{4 �•,GF7 �� Or�jl err"'. T''±'���: . .. 836.T6s'��� �,��j�:- _- 1 \
/ / 1 'T� �"' 345TT , A 8q 644.85�- `� ^sM - .. 4^ `I ..�� J `-.. r •\ 1l
! i r! .'� j 1 548.2• $.'F,.-, ' SS.� '� 443 � '�,•�- _` �.'�•--•� � } � .,� \
/ ,'•. 1 � f1+': 1 I r 1' S4T.11 ;'• �� �/ � .n + � r ' ASJ mt�„ ---.: a-, . _...._ -_. �) _ v,e �\ 't
/! 1 1J 11 i •• �f .,,_,,�� � �` '' �`` s4y� I �A 50.00 �\ �'�w." �'..'`_°'' .a,.: �.,,. \1 t �' L'-.� 5
TYPjr 0 EX SHED 1 - ti
r.' 548. 6 "T:;kfi / 1 6468 �dp /.r;} (r., &y,�_ -,. 1 { j t
l �y �,,"••�
TYP / t r ,'•'.i �8 I5t RISERS ' St38�*Q4 r' ±20' DRAINAGE~
is ! ''° 1 1 :.--_._'� 5514 . : AND/OR OT/LTTY ESML -.
Ir3:•t, ..;a;1,..c c':r G,19,,. 2farlt�-.. Q D.B. 414 p.323
: ALL YARD DRAW PIPE TO BE 12' HOPE r) ,�,` T WITH OWNER
VA. POWER l--- / �l,< ABODE MAKING MINOR
PERMANENT EASEMENT !'GRAOE�ADJUSTAIENTS
IN FORMER
VOOT PLANS RMER PARkJG 1 0• ,� { ^r fir'
063f-002.185-050f 1 7 j-"' C'--•_ -AREA' � �. � y
I7 \ ` 3'" "�,`�`5z-��w�`>•-"' -RI8 608d� ( r fF�l � J •�•���fw \
STAIR SET •�.:.
-,T \ \\,.:_:......-�•' _ a.... T W/ IDENTICAL
T`-•- SER HEIGHT ,,66� ti
RCP 7C y 15" '^ 12 �'• - p`6;.1� r i ✓:' •VDOT STD. CG-
✓,,. s� _ b \ ..1 _ - •z --HANDIC`AP-RAMPS
VDOT STD. MH-3D- -r MATC1i _ ! ': _
! / ! DROP INLET CONSTRUCTED / EXISTING _ MATCU
ON EXISTING 15, RCP. GRADE GRADE
VA.
(R.O. W. VARIESI
------^ '....._�1._--------._--_.._.... / .- -.. - - ! -/ _..-.-------'------ !f NEW VOOT STD. MHA J06,
!-__ ,CONVERTED FROM /
IV
66tA
Notes
t
'.+'� "^•m.,. v`'4 a
;=
1 a
t
ALL SPOT ELEVATIONS AT PAVEMENT INDICATED ON THE GRADING SHEETS SHALL
BE CONSIDERED BOTTOM OF CURB
;:
l
2
GRADING ON CRITICAL SLOPES PER APPROVAL BY ALBEMARLE COUNTY PLANNING
(SDP-2000.134 APPROVED ON JANUARY 22, 2002)
STAIRS WITH .'v' '''''�•y'•-
T - 6' RISEflI 1
T�+r �j•
, i .-.
pr {
f
3•
COMMISSION
PARKING LOT TRAVELWAY (AN AREA NOT ADJACENT TO PARKING SPACES)
660.40
q \\
\ptl
GREATER THAN 10% WAS APPROVED BY THE ALBEMARLE COUNTY PLANNING
COMMISSION ISDP-2000.1341 ON JANUARY 22, 2002.
1-
/
KEEP GRONSTRUCT {
/
i1
4.
STORM PIPES SIZED TO CONVEY 10 YEAR STORM EVENT.
/
OTHER ACTIVITY AWAY FROM
(
!
`
i `•'? 5
5.
THIS DEVELOPMENT PROPOSES TO PARTICIPATE IN THE COLONIAL AUTO REGIONAL
EX.LAAWAY •!'
EX. LARGE OAK TREESJ°
,
1
1, I
STORM WATER MANAGMENT FACILITY TO MEET STORM WATER DETENTION
REQUIREMENTS.
�53
1/
,
, �•! /
t{ ) f!f
6.
AFTER PRELIMINARY GRADING IS COMPLETE, ANY RETAINING WALLS GREATER THAN
5 FEET IN HEIGHT SHALL CONFORM TO VOOT STD. RW-3 FOR RETAINING WALLS.
SETBACK
�/\ /!Cl-
--_-EXf9TflQDP26-WLEfk-'_
~ REPAIR
-__
SAWCVTTWG EDGES AND
RECOSSTRUCTINSi PAVEMENT / --"'. 7----_---"--•_-_...-.. ____
_�-TO'MAFGH-EXIST-SEQT.LO.N_AND/OR ! '•-" �__'-^__
POUR PROPOSED
NEW TOP CDNFIGURATION.
__.__�__-____... cj'AP ION T .TQJNS_VREVIC
FREAME AND GRATE
_-_ IS OUT QF THE GUTTER -LINE--.-_
EN,TRAAICE -7_0-
BERKMAR CIRCLE !r
i Z j
1
RECEIVED
NOVEMBER 13, 2002
THIS SHEET TO BE USED FOR
GRADING AND BMP PURPOSES ONLY
Scale r=20' Contour Interval:2'
0 20 40 80
Alrj
McKEE CARSON
CONSULTAQ ENGINEERS
LANOSCAP'o ARCHITECTS
IANDPLINNER3
301tcnA .VA22
G0I Ea9HhStW602
w<m81e r4Y22 .i
V.K. Carty wd Rdd WC..^Ui
PrW 4&. hMa d1_1v. All Id.."
d�Pi a�A doW 4 as P'+re aro tla
ptryvt/ akwa � w4 r asxn
c..wz. La. hue nd a b.
wo-d. ww*w h uD lam
aaym�
au cad � uy tl>Ud Pan.aa,oarw
aearnq mP saw � Pw�m�, wd ��t
aadharkolaGab, 1VmaSpat
Cc o,j Ud.
Scale H:1.=20'
CI=r
Dale. 07/21/0.'1
P[ jo•ectNe.: 9473
Designed: aGF
Checked: NIEK
III
SIme 77
al
Tree CanopyCalculations ®
;
fVV�
CALCULATIONS:
i
Site Area = 2.25 flues.'•
A
Credits: Open Space (0.39 ac)
1
Basis for Canopy: 186 acres
I P<S
Area of canopy needed Is 10% of 1.66 acres (•16 acres)
121 TULIP,',.
PO�LAA t
� ti f
EXISTING TREES TO BE PRESERVED
Tree type Quantity Height at Amount Height In Width Width In Area of
Total area 1 I
Planting of Growth 10 years Nhi111plor 10 years Canoppy
(teat) In 10 (height • Iht In 10 (as
of Canopy
S
yrs
(feat) 10 yr yra, x (Soo
growth) multiplier) below)
;y--•, ,
'
1-AS
Maple 1 t6 17.14 33.14 0.73 24.19 459
459
/
Maple 1 14 1L14 314 0.73 31.87 197
797
!
1
Leyland Cypress 5 18 10 28 0.23 6.44 33
Leyland Cypress 3 13 10 23 0.23 6.44 33
Dogwood
160
99
§ 1 •, !
/
2 Q 10 22 0.74 1628 20a
Cherry 1 12 15 27 too 27.00 672
416
572
; ,tft•'�+.,
White Pine 3 12 20 32 0.60 16.00 201
603
S
1 !
Magnolia 1 10 t0 20 0.57 1140 102
102
1 1
t
f0'�?fO
EXISTING TREE CANOPY (FTI
3213
OAK
TREE CANOPY (ACI
0.07
>" REO
STEP 1: DETERMINE TOTAL CANOPY CREDIT FOR SAVED TREES
CAM t
Calculate areas of canopy saved on -site. Multiply by 125.
'�-••j =
I
Misting free area saved on•eltel
131 X 0.251 = 4016 SF (.09 AC.I (THIS IS THE CANOPY CREDIT)
®
4-PS 9 c'
r
STEP 2: DETERMINE REQUIRED CANOPY
^ f• 12 Y%jll7�' ,
"!
(Bads for Canopy sae calculations below existing free section) X 1%1 + X SF lY AC.)
P/WE _ 1 _0 r
(1861 x (0.10) = 0.18 SF (0.00 AC.1 [THIS IS THE CANOPY REQUIREDI,T'"
"
STEP 3: DETERMINE ADDITIONAL CANOPY REQUIRED FROM NEW PLANTINGS
Subtract canopy credit from required canopy
(STEP 2) - !STEP f)= NEW CANOPY REQUIRED
2- PA
¢7Pf C.
Q.18 AC. - 0.00 AC. = 0.09 AC.
STEP 4: DETERMINE IF ADDITIONAL TREE CANOPY IS NECESSARY
YES,
TRANSPLANTED
(t) Pin Oak at 10' = 329 SF
TREES: TYP. r _
NOTES:
A 10X Tfee Canopy value was applied to the site based on dwelling units per acre.
height for trees
I- AS
An average 35' was assumed the existing on -site.
Values for the Area Canopy taken from the Albemarle Tres
i y�IT�rOAK 1
of provided above were
Canopy Calculation Chart and using the best professional judgement.
{M1.+ ,r
Areas used to determine Open Space Credits nave been Identified on the plan.
"`•-f
!� f '•n'{1`;f7 !% r
Trans
lant Schedule
ID
SPECIES
f'
T4
LEYLAND CYPRFUUJ
%' -•�
T.2
LEYLAND CYPRESS
1- OP
, ..i'
'
44-JH
R'- ; 1- r�:
C}%•
T•3
LEYLAND CYPRESS
�H1f
T•4
LEYLAND CYPRESS
T \/
T.5
LEYLAND CYPRESS
,
T-6
RED MAPLE
INP VA fJ' ITS 1
T-7
CHERRY
LINO COF
UCTION'
(
i
LEYLAND
ONST
BUFFER. DO NOT DISTURB..'t.
7
T-8
CYPRESS
r10�j
'
T-9
LEYLAND CYPRESS
,j
/t �
T.10
I FYI AND (.YPRFSR
"
Landscape Key
;�-•-t yob,
EXISTING TREES
ti„ •% A.,in.� PRESERVED
�00 PROPOSED TREES
4
1. cc
3. PA
j
/
9l
/
iffy
j
W, �•s
! J
J
OPEN SPACE 1 UGti/�
10.15 AC.)' r
3. PS
I- QP
24' OAK
i THIS SHEET TO BE USED FOR
LANDSCAPE AND LIGHTING PURPOSES ONLY
7 1 !
/
±
! far
�.`•7
or 3-
f
1 f
I
1
,/ ( 7 r
•
1 7 7r
,
_'_=CSC-.r �t_f__% _�_ ._\ __'.G^e�•�»_ ®i•ASt y^• f 3-•. ".,• -�
20' WL
EASEMENT
Notes Descflotion Common Name Quantity Callow Size Root Comments
AG
Ater Iseum
Pa erbark Maple
14
1.75-2'
10-12'
BAB
Slral hl trunk; branchingbegins at 2'• balanced head- same source
AS
Acer saccharum 'Gr n Mo 1 in'
e
2
1.76-2'
f0-12'
Bd8
tr I ht IruNc• M ahYr De t '• n ed d
ASt
Acar aecchanan 'Green Mounlabi
Super Marl.
1
3.6.4"
12-U'
B&B
SUei ht trunk• branchin be ns et 3'• balanced head
COCar
iws carollnlane I
Amefloaft.Hornbeam
1
1 L76- '
10-12'
BSB
Uai Id trunk: b(anchino begins, at 2'• balanced head
CD
Cedrus doodara
Deodar Ceder
2
12.14'
B6B
t und• sirs 1• dense branches amldal form
Fullo 0
HH
Hedra helix
En ash Iv
2300
FLAT
Dense lam• ood health color• uniform branchfn - ta- O.C.
JH
Junl efus hatzonigis 'Dar Hafbof'
Juniper
340
1G
Dense Tam• no health color• urilofm branohin � 60' O.C.
MG
Ma rrolia raru➢110
Southern Maomolla
1
12A4'
B&B
Full to orgynd, stre t• dense branchinamidal form
MP
M rice "ps Iranica
Bayberry
56
24-30'
3G
Dense form ood health color; uniform branching;
48' O.C.
PA
Picea abies
Norwa ice
4
loA2'
BAB
Full to ound• atra t• dense branchfn ramidal
form
PR
Pinus rednose
Red Pine
3
12.14'
13L6
Full to ound• stye t• dense brencMn ramldel
form
Ps
Pinub slrobus
White Pine
9
1 A4
1 BAB
Full to arQud,• stra ht• den a anchn r maorm
url f
PL
Prumis laurocerasus 'Otto Lu ken'
Laurel
56
30.36'
3G
Dense Tam• ood health color• unifotm bruchln
• 42' O.C.
P
O areas atustri
Oak
1.75- '
1 -1 '
Ira! hf Ir nid• W nch ns et '• b I need he d
UP
Urmus pervifolld 'Allen'
Chinese Elm
9
2-2.5'
1 12.14'
1 B&B
SUaI ht fru ik; branching begins, at 3% balanced head same source
f
t 1 / a•
r(SSEEEDIM UP
�1
/ 1
t
! ', � 1,•• it � J ; 7e � _____._- '- ,•_....T. ,
b•,c� �? l � t�i i`{;,,, { •. .% i. (, � S� rr+r 1 � 'r ^':i
r EASEME�14 `?"r- I �, e
WH7f£
r ✓ OAK .x,,,� a
It it
OAK )
s
t
{
�Aa D. ONLYiBED 1 \ 1j11 I+ 1 ,f r r P
"-..024J AC.1 CE
GENERAL LOCATION-/r _C + • ti "_ ''� 1 �'
j OF PICNIC TABLE �� ��/ "• S
AND GRILL //
a
/� GENERAL L10CATIOt1" .t
r "'r // /� •� OF BENCH( T it
S
1/
NATIVEBIOFLTER $PEKES SHALL INCLUDE
NATIVE
m GRASSES/SEDGES PLANTED IN
7i
PLUGS AND/OR SEEDED WITH HEAVY
STRAW MULCH COVERED WITH EC-2
EROSION CONTROL MATTING (OR EQUALI
PER OPTION 3 (WILDFLOWER MEADOW)
6
IN THE WATER PROTECTION ORDINANCE OF
THE CODE LBEMARLE SPECIES SHALL
°yy `•
CONSIST OFF 60% AGRAGROSTIS ALBA
rEDTOP GRASS) 30 �G CAREX LU11DA
HALLOW SEPE). AND 20% ACORNUS
AMERICANUS SWEET FLAG IRIS). SOIL
._
MEDIUM SHALL BE PER OPTION 3
GUIDELINES
u .r .•• Ir ^11
Notes
1. ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNWER ON ISSUES RELATIVE
TO METERING FOR COMMON AREA LIGHTING, OVERALL GRCIATRY FOR EXTERIOR
SITE LIGHTING SYSTEM AND SPECIFY LOCATIONS FOR ELECTRIC PORTS FROM BULDING.
2. FOR LIGHTING SPECIFICS REFER TO PHOTOMETRIC PLAN FOR FURTHER DETAIL.
3. CONTRACTOR TO PROVIDE IRRIGATION INSTALLER AS -BUILT UTILITY PLANS PRIOR TO
IiRIGITION SYSTEM INSTALLATION.
G. REFER TO LAYOUT SHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING
FIXTURES.
5. ALL SPECIES SPECIFIED GREATER THAN ONE SHALL BE ORDERED FROM ONE SOURCE.
ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY BEFORE
& CONTACTLANDSCAPE
ANY SUBSTITUTIONS OR CHANGES. IF SCHEDULED TYPES ARE UNAVAILABLE, AND
FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS, CONTRACTOR SHALL SUBMIT
THESE SUBSTITUTIONS IN WRITTING.
7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF
DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING.
8. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT UST AND REPORT
ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IdMEDIATELY PRIOR TO ORDERING,
STABILIZATION MAT SHALL BE APPLED TO ALL SLOPES EXCEEDING 11. TREE PLANTING
SHALL BE CUT INTO MATTING OR OTHERWISE PERFORMED IN A MANNER THAT DOES
NOT COMPROMISE THE INTEGRITY OF THE SLOPE.
+ j r 4 " 4 p - -� __.....,>r-'�'% s• i 9. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED
wy„� ,£• ! ,+ 4 .p_ 0 4 4 -.E�x. v i \ 'r, •_._,'.;!."-�...___ 1 �' t \ GRADING.
v S o 11y r" %•..` � ` ~1,� �"�-��'-'� 10-GRASS SEED MIX SHALL BE EITHER REBEL I OR REBEL III TALL FESCUE BLEND.
}��-�+...�, ;�' Lj ,µ it. SOD SHALL BE TALL FESCUE BLEND SIMILAR TO SEED MIX
12. MULCH W PLANTERS AND PLANTING BEDS TO BE DOUBLE SHREDDED DAR, HARDWOOD
------.__._...,_,•�_.: APPLIED L A 2' S T OCMULCH RINGS ANINCHES MIN. IN DIAMETER ARE TO BE PLACED
19• Pl. ./ Jt _ _ �Y�==��,: `. AROUND ALL TREES NOT LOCATED IN PLANTING BEDS.
` 13.FOR TREE CANOPY CALCULATIONS SEE TABLE THIS SHEET.
14. OWNER RESERVES THE RIGHT TO SUBSITUTE GROUNDCOVER PLANTINGS.
s RIO RdAD WEST I7 .... __..._..._.. - _.....__. _.
15. SEE ADDITIONAL LANDSCAPE NOTES ON SHEET 11
r_.
18. AERATION SHALL BE PROVIDED FOR THE EXISTING OAK TREES AFTER FINAL GRADING.
••-- ._ _ _ 17. SCREENING F THE SLOPE BEEND TOWNHOUSES AND OFFICE BUILDING SHALL BE
- '-"'"' - `- •--..__.__. _ _ APPROVED BY TIE COUNTY LANDSCAPE PLANNER.
•'-"- / - �•"' ^- 18. THE SQUARE FOOTAGE OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREAS IS
EQUAL TO 22,626SF (0.52 AC.I. THE REQUIRED INTERIOR LANDSCAPING IS EQUAL TO 1.131SF
•----- _...__,____._. __ J _^ /� // y - - / 10.03 AC.). THE INTERIOR LANDSCAPING PROVIDED (INCLUDING 6 LEYLAND CYPRESS,
10 MAPLES, AND 24 SCHIP LAURELS) IS EQUAL TO 3,000SF (0.01 AC.1.
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2CO/ACSACONtM1PN15
/21/02 CO/ARBCONRfIPNIS
WQN
Scale:
kL1'=40'
Date:
07/24/02
Prujrst No.:
992.T
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