HomeMy WebLinkAboutSE202000028 Correspondence 2020-12-22 (2)WHITE
GABLES
Albemarle County, Virginia
I
I '
Summaru Statistics
I
I
7MP 60-21A/B, 60-26/A
ACRES (ZONING): 1.0'" (0-1)
# OF UNITS # OF FLOORS
' I
DWELLING UNITS: PAVILION 1 10 3
r
I
PAVILION II 16 4
PAVILION III 10 5
; PAVILION IV 16 4
I
PAVILION V 12 3
I
, PAVILION VI 12 3
j TOTAL (NOT TO EXCEED): 16
PROP09EP EVERGREEN HEDGE
I 24-50" 0 5' O.G. MIN.; TYP. DU/AC: 10.4
' 10- ENTRANCE CORRIDOR TREES MAXIMUM UNITS ALLOWED: 105
3.5-4" CALIPER; TiIMPERVIOUS AREA: 15500 SF
r
PERVIOUS AREA: 33,645 5F
r
RE55°RVED ACCESS TO KAPPA 516MA RECREATIONAL SPACE: 55,6111 5F (SEE NOTE BELOW)
5EI KAPPA 515MA
PROPERTY. RELOCATE EXISTIN6 OVERHEAD NOTES:
ELECTRIC LINE UNDERGROUND
/ / L FROM LAST POLE ON KAPPA / ALL INFORMATION ABOVE HAS BEEN ROUNDED TO THE NEAREST
/ /'I ` \ 2' MAX. STONE
SIGMA 5 PROPERTY I NUMBER.
/ GARDEN WALL; / / ALL RECREATIONAL SPACE HAS BEEN RELEGATED TO WITHIN THE
1D BOTH 5ES LOOP ROAD.
,
FOR 5WM LOCATIONS SEE CONCEPTUAL STORMWATER
MAN MEN ' I - AGE T PLAN FOR DETAILS
,
iilt
1
- __ t Summar
_ o
yy X f� Forking U
DEVELOPER SHALL BOND - Z i I ! 1 ; X \ ) . G '_ - DAK A 6 tli __
FOR 5' ASPHALT SIDEWALK D I I LIMITS OF -F +—� \ \ •_ _T _r t +-{-- - ,1, 1 „l 1' „ Ili, ,i / REQUIRED PROVIDED GUEST SPACES REO
I I I I I I I \ '"- ,. i_a _ { T Ii,l'!,.,1_: i ', '.,! il. =' _, PAVILION I 20 20 5
IMPROVEMENTS ACROSS] IN LANDSGAPElBERM I \ �....._ LP/DI i 'i. ; I,-. VN 1
' ' I � I I . 1 , { , Y . _.. . ... ,,._:. , III_ � � --- ' I '' -
FRONTAGE. INSTALLATION TO i f , I I .. � \ r:. 'I' :"• Q-: •'s-I", �I I i' '--.:XI __ ,1:,+1 f,j:r'' _ I' -- / tt PAVILION II 32 32 8
OCCUR AS PART OF I s J 19 I ti -
I
J / r
I I ! X � I ,. ,: . :I'j 'I':�I .. ,I;: -,: .: u ,111 ,, ,
/ J I : I PROPOSED SHADE TREE
1 _ 1
NLI H RHOOD SIDEWALK � 1 Q RPP SH , , ,,i , I _._. • ., 1 ., ,. ',: i ';1 I _ �O' MIN. I Y r,
10 _ " X yt`}
: I , ,�; ;:. 'ail , .1, _.:- ' ': �.: ,: ..; ::•... •.. ! ..;�c - PAVILION III 20 20 5
PRO RAM � 1 I OLDE R/j1�I 2 2.5 GAL. h11N., TYP. .,. ,.!` . .- .....•., ._ ! � • • _ ..:. - I - _ .;k..••:.•: ;,i+'' - - �,
TREE lif' ; I `.•.?,�.i��. - ;z•:•: - /
PAVILION IV 32 32 8
I i J 1L r .. \ .\ :. 1. :' I •. r: '._. ._. _:_ ,r ! ! ,.0. .'j �• .1Si ::`. :": •,:I� _ '� O•,.•!. r / -
, 1 ._.. ,..:.:`.::•,' _. � - � PAVILION V 20 20 5
1
1 I PAVILION VI 20 20
w X
� _ : ,, I i.,. , i � •:.. liE3 _ ,,`' � 1 I': _':�', TOTAL 144 144 36
1. ry v 4
: I V ._ -. \ .. il': _i�. I ',"': ,. ., • '�. III i- ' ' rll .i�!' _ !�� - - 'l, ,�/'.�
' •< .v I 1 _ � , I /. , �_. NOTES:
I
I I � \ GUEST PARKING WAS CALCULATED AT I/2 SPACE PER UNIT.
LAWN �. -
,
r
•
Ilk
�I\�GEDA� / \,\ �` 22 - / - / J GUEST PARKIN6 15 DE516NATED AS PARALLEL 5UFAGE PARKINS.
Xi I TYP i I PARALLEL PARKING DIMINISION5 ARE 9 X 20 PER GOUTY CODE.
•
'
r^ 1 1
VI
I I ;Ifor,; ADDITIONAL 6UE5T PARKING TO AGOOMODATE BALANCE AND FUTURE
/
NEEDS SHALL BE PROVIDED ON A SECOND PARKING LEVEL BENEATH
NOLIA 3U' ACCESS PAVILION II IN THE FUTURE.
/ I I I EASEMENTAc
I ,
6 I
7;.
� P))I
INE II X*Ali Spi
{
I A 11 • � 1` r / �, � �/Yy1 � LA!ItVN - MAPLE X / •l
RELOCATE OR MATCH Ii �I PINE 1R `-� � '- � � t �• / -
EXI5TIN5 WINO WALL 1 1 \�� \ _ �2 �; w / GARDEN=• ;', 20' GRADING/BUFFER
TH15 5112E OF ENTRANCE I I I 1 1,\ • \� `(Q. i PATIO rt WALL f / / SETBACK AREA
r 1 €X / 48 CEDAR to I 1 s
'I 24 X 1 3611 • { / Y GAMO/ � v �POOLIN6 LA B PROPOSED LARGE/MEDIUM d I ' �' • ! 1
X \ M L A MAPLE} /LAWN
I •V �', v
SHRUBS J tft I'
I 24 MIN; TYP.
PROP05ED TRAFFIC CONCEPTUAL
\ � � 611 �/t
LIGHT AT THIS IN7ER5ECTION r I\ I'• \ X ZEB it '
I
U
• --" '. o LIMITS Of\ \ MA X X
LANDSGA \' o V PL 24" /
l • GEDA X r X s�
1 BI=RM t/PRu -51TE WALL ,\ �: / ; �I PLAN
�3b
, � _ � • MAPLE � ,= — r
30'' AGG X TYP.
j
EXISTING ENTRANCE TO ;.'.•' .;'�•." • ! \ \\ EAS�MEN \ .' HP GOBS
WHITE SABLES TO BE,
RENOVATED TO AGGOMODATE i �,. / PROPOSED
NEW CIRCULATION. COLUMNS �/ -� X X 5HRUBS = O
TO REMAIN _ !i X rrYl \` �\ )( {� h IS-24" M ; TYP X / X 'a i % /
A
i 2 ,
,
:
r
EX157 \ 1 A / r MW
' Nr r
DETENTIjON /
EX C--.....:..+.,... l r5E1
%
, , • "" '-.... .I _. .I, �� :,I , i,,,i' ,, %'. f'�l,t II ,,. , I_ j/l, ,
TYP; / ` -
1 / r >' ,,, ''_: _t __.:: •..,:.. ,. 1','�-' i5 ELECTRIC /
A EASEMENT
X ,. f • .
� . ,,.,, Q :•...:::: � it ^r,, i';,, i
I
r v
l LEMENTAL
• Epp
1 / /gNDSGP• X
AETYP31 tl 1
`
'ft i
i
! III'
I
r
' � I r r / / ------�_--_ �!, ,t "• �\ � ;__ r i;l'i _ POSSIBLE I6' AGGE55 TO
FRONTAGE ALONG ROUTE ►' '' I I -^� _._ �„ - - ti - SECOND PARKING LEVEL
250 TO REMAIN RURAL SECTION. j I '���'+fff I IF PINE I > �c X i - X /
_ -
I EXISTING CYPRESS HEDGE : ---r---•—• , Im /
I TO REMAIN. TREES NEAR .'� \ I''� g �- 0 / c
PAVILION VI SHALL BE RELOCATED `\ I y J ryn rrnrrA
AS NEEDED v i
PROPOSED SCREENING TREE
I NATIONAL LECAL 6-1' HT.; TYP. /
RESERVED AGGE55 TO RE5EARGH GROUP / /
' ��� I I SERVE LEGAL RESEARCH • i /
PROPERTY. RETURN NEW UNDERGROUND
ELECTRIC
SROUND AT TH\CE TO ��- 5POLE k /
r- 1 V/ 30' ELECTRIC
EASEMENT
200, X 200,
TURN AND TAPER
t, err
I tk � •
0 90 80 120
McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other prol:erty 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 MoKee Carson or Field Sport Concepts, Ltd.
Owner/Developer:
Weather Hill Homes, Ltd.
315 Old Ivy Way, Suite 102
Charlottesville, Virginia 22903
/%1 r,
McKEE CARSON
CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
(804) 979.7522
10 JANIUARY 2003
m
0
m
m
0
-n
D
m
K
m
z
N19'49'45"E
425.06'
I
IRON
(FOUND
I
f
F l
0 9 I
TMP 60-26C
FIT I 30' & VARIABLE WIDTH
I
PAVILION V
WI ACCESS EASEMENT
EXISTING
DB 1896 P.237(plat)
CONDOMINIUM
DB 738 P. 343(plat)
r
o.6 ACRES
3
z e �
ITT
_ �' 1 TMP 60-26
20'& VARIABLE WIDTH
o.86 ACRES
VEPCO EASEMENT
mI 1
I
20' WATERLINE (D.B.2561-704)
I
EASEMENT; P. r r
0 I
D.B. 3059-532 L
� N I
0 20'WATER EASEMENT (D.B.
o
D ml 3059-532)
C16
O
�
�n
F D f
---- - - - - -- F
_
I
w --`" �rC1�
II
w
MAPL
w C17 a,
- -- --- - \ _---
m
_
f O
�J �V N20'5T57"W � �� � �
s
ti� C2 � � w w �
z 65.67 G \
m �c I / I LIMITS OF PRIVATE - -
C 14" // 30' ACCESS ESMT. TMP60-26AA C23
fZn ii.PINE / �' i C7 DARRELL, JOHN STEWART, I SYCAMORE
�rI / / TRUSTEE JOHN STEWART
s �(�, DARRELL TRUST
14"PINE I ��> / 2 0.18 ACRES •
AGN011A - DB.4240, PG.544 I
C f // +�Pr IMITS OF PUBLIC 20 WATERLINE EASEMENT `
60 �_ l \ / �+ / M N ACCESSESMT. VARIES; CEO B. 305 -532)
CJ
D ( / / •
/ / 36„
Cn W O I / / SPRUCE I \ 27„
1 A --1 I C15 18 ACRE(jl^ `yMAPLE
E00
l
o O I
of w �. 18" MAGNOLIA O
-H o I w 30' ACCESS 00 I€ C6 i
cx�- - ' C12 EASEMENT; TYP. 0 O 0 L3
u I z p 0 O p
I c�
0� a a N �0
-H Lu I f 13 rn m 0
M O�,
I 48" cP
I ASH
I C� C10 m PAVILION V
Q (S PARKING LEVEL FFE=607.67
(PHASE 3)
® I PHASE 3
m i° TMP 60-26 C11 �
'9m z 0 0.282 ACRE
14,. s
I IN r
I � � D
7 S23'04'55"W 67
124.84 517.21'
II 18iNb 7 30.01'
I
TMP 60-26
WHITE GABLES CHARL017ESVILLE LC
EXISTING
30"
RUCE,/
T.M. 60 - 27 & 27B
KENRIDGE, LLC
D.B. 3109-387
D.B. 373-389 PLAT
USE: RESIDENTIAL
YALN�IL
823.40' 398.34 �-
N17'25'22"E 1.09'
- _-- I FROM CORNER
I I
- - I
I 20'SEWER EAS�'ENT
I (D.6.2660-224 &
I D.B.3059-5k5)
PAVILION III PAVILION I
o I
EXISTING EXISTING �
CONDOMINIUM CONDOMINIUM
I�
2.85o ACRES
)
ro I
a
� I
I I
can
I 0 I (o 00
F1RE LANE DW � F I m� I
I - l OW
F ow� � I�
OwF D=F
- 20' DRAINA E I
48' - DB 1896 P 23 (Plat)
OB 738 P. 3 3(Plot)
TMP 60-26A 20' SEWER ESMT.
D I /DB 1896 P.237(plat)
/ DB 738 P. 343(pl t)
20'& VARIABLE w1DTH I I VIRGINIA ELECTRIC &
VEPCO EASEMENT
(D.B.2561-704) I I POWER CO PANY EASEMENT
20 SPRUCE SAN. CO. / (D.B 262-464)
TOP=605.76'
• a
24„ -
a
DBL.�j
s
C 1
CEDAR
/
C3
20'GRADING & B FFER
L2
SETBACK AR A
(D.B.1896-238
C2
�LAT)
20' SEWER E MT.
z.z95ACRE5
\
I
\f�SeMeNR
DB 1896 P.23 (plat)
Oo® 000
0 0
DB 738 P. 34 (plot)
0
�
/
1
O
®
aL ®
jl
Q
/
DEGNTION
PAVILION IV
PAVILION II
B SIN B
PARKING LEVEL FFE=607.00
PARKING LEVEL FFE=603 33
(PHASE i)
(PHASE 2)
PHASE z
PHASE 1
J
J
�
O
DRY SWALE A
1
>,
o
c/o ROBINSON DEV GROUP INC
3.438 ACRES OFFICE BUILDING
O
DB.2660, PG.218 PROPERTY
ADJACENT
I
II
I
I
LINE
BEARING
DISTANCE
L1
S27°55'55"W
39.42
L2
S19°21'00"W
43.17
L3
S23°17'13"W
104.15
L4
S69°52'46"E
22.89
15
S58°37'51"E
20.89
L6
S68°44'25"E
25.39
L7
S23°17'13"W
35.70
- - OHE - - OHE
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
C1
133°31'54"
75.00
174.79
174.70
137.84
S27°15'34"E
C2
11°34'21"
320.00
64.63
32.43
64.52
S33°43'12"W
C3
8`34'55"
85.00
12.73
6.38
12.72
S23°38'28"W
C4
32°35'36"
35.00
19.91
10.23
19.64
S03°03'12"W
C5
36°31'49"
75.00
47.82
24.75
47.01
S05°01'18"W
C6
79'08'18"
105.00
145.03
86.77
133.77
S62°51'22"W
C7
105°34'32"
17.00
31.32
22.39
27.08
S49°38'15"W
C8
26'38'14"
185.00
86.01
43.80
85.24
S16°28'08"E
C9
74°35'35"
22.00
28.64
16.76
26.66
S67°05'03"E
C10
38°41'37"
215.00
145.20
75.49
142.45
S85°02'02"E
C11
35°37'43"
185.00
115.04
59.45
113.20
N83°18'06"W
C12
88°56'07"
22.00
34.15
21.59
30.82
S34°24'59"W
C13
28°26'26"
138.00
68.50
34.97
67.80
SO4°10'08"W
C14
22°54'25"
125.00
49.98
25.33
49.64
N08°22'1YE
C15
17°52'58"
22.00
6.87
3.46
6.84
N12°01'28"W
C16
69°50'57"
215.00
262.11
150.12
246.17
N10°13'24"E
C17
34`49'09"
110.00
66.85
34.49
65.82
N27'44'17"E
C18
3°26'31"
221.00
13.28
6.64
13.27
N12`02'58"E
C19
11'51'25"
1952.90
404.14
202.79
403.42
S50°02'18"E
C20
84°09'50"
75.00
110.17
67.72
100.53
S65°22'07"W
C21
91°30'26"
17.00
27.15
17.45
24.36
N26°47'45"W
C22
26" 1'25"
185.00
84.57
43.03
83.83
N32'03'1I"E
C23
5`27'50"
140.00
13.35
6.68
13.35
N42`24'56"E
- - - OHE
T.M. 60 - 25
ROSSER ASSOCIATES
D.B. 1083-50
D.B. 635-308 PLAT
USE: OFFICE
IRON
FOUND
OHE
30
THE CHESAPEAKE & OHIO
RAILWAY COMPANY
D.B. 169-593, 594 PLAT
Q
Q
U
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
z
0
Vl u
Z"
U)
W
O z
z
0
W
w
7
ICOTT/R. CD-LLINS�
Lic. No. 035791
11/30/20 AJ
0
W N
Q M
ul
ti
M
N
co
N
O
N
N
J
J
Lu
Lu
Lu
U
i
Y
U)
Lu
Lu
U)
Lu
Q
O
O
N
JOB NO.
202187
SCALE
111=30'
SHEET NO.
3
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES.
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECT70N TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 7741S
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR 774E REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 0774ERMSE NOTED.
J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WTH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 0774ER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 7HE MAXIMUM ALLOWABLE SLOPE
IS 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE
ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE
COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
6. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CON7ROL DEVICES.
7. UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ///.
8. ALL EXCAVAT70N FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
WATERLINE
ROAD NOTES,•
PAVEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 7HE PLACEMENT OF THE AGGREGATE BASE
MATERIAL. IF 774E SSV VALUES ARE LESS 774AN 10, 774E DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS
APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND
COMPAC7ON BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION
FOR TYPE 1, A OR III PRIOR TO PLACING AGGREGATE BASE.
4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS
BEGINNING AT 7H£ COMPLETION OF THE INSTALLA7ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE
COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT IS
APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3
GAL./SQ. YO.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT WRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICA7TONS.
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A
ROADWAY'S CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE
STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE
LOCATED WITHIN THE STREETS RIGHT OF WAY.
i__j L
EXISTING CONDOMINIUMS
I II \
•/„-" ��_"�- - -- may\ \ --------
------------
--- ��,`\\\\\\\\
SYCAMORE
/ , • 30„ •
2 30' PRIVATE ROW II
PROPOSED FIRE LINE
AGN OLI A I ONNECTION TO EXISTING WATERLINE
PROPOSED 4" D.I. DOMESTIC WATERLINE 6"x4" TEE & 4" G.V.
CONNECTION TO EXISTING WATERLINE I I AREA OF NEW F
I 6"x4" T.S.&V PAVEMENT FOR ON-STREE
i
9'x2O' SPI
I. Y
XISTING FIRE HYDRANT
PROPOSED 2" COPPER
DOMESTIC WATERLINE PROPOSED 2 1/2" WATER \`
PROPOSED 4" D.I. METER 24
36 FIRELINE 10' WIDE PUBLIC 27" DBL'
SPRUCE LIMITS OF (P)BR KSIDEWALK UTILITY EASEMENT �`, s MAPLE. CEDAR/
i
PROPERTY DB. PG. ; s PROPOSED 4 D.I. WATERI
WITH EDGING ,
I PROPOSED 4" D.I. WATERLINE , (1) 4 x4 TEE, (2) 4" G:
1 4 S E (1) 4"x4" TEE, (1) 4" G.V. & ' / � �` � � (2) 4"x2" REDU
(1) 4"x2" REDUCER \` ° / PROPOSED 4" D.I.
r FIRELINE N ols,
18" MAGNOLIA Z __
-
- - - - - - - --- --- -- �' -- / -- -
�
J- ---------b
0 0
a r'
E � 1.
20
PROPOSED 1" SM-9.5
OVERLAY
EXISTING -
PAVEMENT
EX. STONE -
SUBBASE
GRADING
1. 774E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, 774E ROAD & BRIDGE STANDARDS OF 774E VIRGINIA
DEPAR7MENT OF 7RANSPORT477ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS7RUCTION METHODS OF
THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE £N77RE ROAD
RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY Wl774 SUITABLE MATERIAL TO 774E SATISFACTION OF 774E
ENGINEER.
J. ALL GROW774 OF 7REES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER
TREES AND VEGETAT7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION
OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE
(1) FOOT OR AN APPROVED VDOT PIPE MATERIAL.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE
FIELD COND177ONS INDICATE
3. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN LENGTH AND HAVE A MINIMUM
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH 774E VIRGINIA DEPARTMENT OF
TRANSPORTA7ON SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA7SFACTION OF THE ENGINEER. DRAINAGE
EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
INSPECTIONS NOTES.-
1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE
INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09.
2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT
J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF
THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE
FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING
DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH
FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF
THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT
DISCHARGE THROUGH A BACKWATER VALVE.
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE
AND NOT OVER SIDEWALKS.
III
ICOTT/R. CD-LLINS�
Lic. No. 035791,1-
11/30/20 AJ
I'
1
I
1
I
Z
O_
U)
I
Z
u
"
W
O
0
Z
0
I
■�
ti
W
�
1
Lu
1 20' DRAINA'%
DB 1896
DB 73,
KtPAVt LAISI ING UKIVL AISLt " I -
1, AT EXISTING GRADE I PROPOSED 4 D.I.
ULL DEPTH VAR. WIDTH FIRE LINE
T PARKING 20'& VARIABLE WIDTH PRIVATE UTILITY EASEMENT
ICES (TYP.) VEPCO EASEMENT j DB. � PG.
(D.B.2561-704) 6" A1N_SWRCON ION /
20 SPR CE( SAN. CO. O PAV.IV: INV.=6g .0
C� 0,TOP=605.76' V.=
PROPOSED 2" COPPER
WHITE GABLES LANE ) (� DOMESTIC WATERLINE -5
30' PRIVATE ROW �_� (� BE MAR P OF PROPOSED 10' SWM
BRICK SIDE WALK MH 5 9• AGILITY ACCESS
WITH
� WITH EDGING ROADWAY
J. & MH. A 3
CERj O i 1a TOP=-590.06' Z
9 P I l OUT 589.9 I ��
� � 1
f v v v AREA OF NEW FULL DEPTH
PAVEMENT FOR ON -STREET
\ e O SEIyeR PARKING _ \
may-------------- ----
. � •• •�i •\�
ft�o o O� Q0%
�, • I
• EX. SANITARY
°N° 10 0 O O O O o0 10 O ao 2 lU • SEWER /
'i /
iI 25 22 iao
riLi
I 9-5 9' ■ ■ 9 5 i DETENTION
PAVILION V PROPOSED 6" SDR 26 ■ ' PAVILION II PROPOSED 6" SDR 26 ■ BASIN B /
I I PAVILION IV PROPOSED 6 SDR 26 ■ ■ .i
PVC SANITARY ■ PROPOSED ASPHALT DRIVE ■ - PVC SANITARY ■
GARAGE PARKING PVC SANITARY GARAGE PARKING SEWER LATERAL FOR
SEWER LATERAL FOR • AISLE FOR UNDERGROUND GARAGE PARKING _ a %
■ I 29 PARKING SPACES (2 a 29 PARKING SPACES (2 SEWER LATERAL FOR N n 29 PARKING SPACES (2 ■ /'
n PAVILION V N ■ PARKING ■ PAVILION II
ACCESSIBLE 1 VAN PAVILION IV ■ ACCESSIBLE 1 VAN ■ /
LENGTH = 315 FEET ACCESSIBLE, 1 VAN ■ LENGTH = 25 FEET ■ c
' ACCESSIBLE) ■ LENGTH=170FEET ACCESSIBLE) ■ /
SLOPE = 2.5% ACCESSIBLE) o ■ INV. AT BLDG=596.0
ADS NYLOPLAST YARD SLOPE = 4.0% ■ ■
INV. AT BLDG=600.0 \ ■ INV. AT BLDG=600.0 ■ i /' //
DRAIN SYSTEM SHALL � ■ � I � i
CONNECT TO ROOF LEADERS) } 60
/
AND COLLECT SURFACE RUNOFF 13 9 TYP. i 9 13 EO 13
FROM DRAIN BASIN INLETS ~ TYP. ■ TYP. ■
9 ■ 9 ■ a /
■
PROPOSED 12'x25'
m ~ LOADING ZONE m
nrt+`� �'h�rnrm '�hrc"tt�" 3''�ryrc"rn`� '','h,,,,.m� ��rvnrn`� �''nmvm" �'hvnrmF �'hi+nm`� • • .
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
10
2" SM-9.5
SURFACE COURSE
COMPACTED
SUBGRADE
ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - LIGHT DUTY
NO SCALE PARKING SPACES
NO SCALE
(P) BRICK SIDEWALK
WITH EDGING
DRY SWALE A
..
maw......
^'
/
PROPOSED ASPHALT DRIVE
7
PROPOSED 2' N
AISLE FOR UNDERGROUND
GRASS OVERHANG
PROPOSED 12'x25' n
�
PARKING LOADING ZONE , / /
i g /
ADS NYLOPLAST YARD /
---OHE----OHE- DRAIN SYSTEM SHALL-OHE----OHE----OHE----OHE----OHE-- -OHE� ---OH
CONNECT TO ROOF LEADERS • / /
AND COLLECT SURFACE RUNOFF • / // T
FROM RAIN BASIN INLETS
ROSSER ASSOCIATES
ZONING: CO COMMERCIAL OFFICE
TAX MAP 60 PARCEL 25 m�N,C
USE: OFFICE
/Zo /
1 /
3" BM-25
BASE COURSE (110-19) (VARIABLE WlD7N)
5" 21-A
SUB -BASE
COMPACTEI
SUBGRADE
ASPHALT PAVING - HEAVY DUTY
DRIVE AISLES
NO SCALE
i
IX
STONE BASE II
CONCRETE SIDEWALK
NO SCALE
LEGEND
PROPOSED MILL & OVERLAY
PROPOSED PAVEMENT
VAR. WIDTH PRIVATE UTILITYEASEMENT
/ / SAN. MH. A-1
7
0 Cn
ti
M
Co
N
co
N
O
J
J
CO
LLI
L9 0
U
96- y
n
1•
U)
Z Lu
(Y
U)
JLu
iY
Of
(D
O CD
CD
N
z
Lu
G
0
Lu
Q
Q
W z
J
' IId ^
Ln
O~
n :D
Q 06
'^2: D
V / O
Lu
g
rQ
V
Lu
H�
JOB NO.
202187
SCALE
1 11=20'
SHEET NO.
4
Conservation Plan Notes:
1992
3.38
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED
WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO
EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL
BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE
CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY
ENGINEERING DEPARTMENT.
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF
CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED
WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND
PROTECTED.
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT
STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE
COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT
TREES TO BE PRESERVED AND PROTECTED.
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE
OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE
OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE
PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR
AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING
DEPARTMENT.
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER,
SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY
SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION
OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE
TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST
EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED,
BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY
DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND
PROTECTED.
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY
TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED
IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE
EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS
INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER
OR TREE SPECIALIST.
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF
TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY
PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT
ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK
AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED.
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE
TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING
THE FINAL CLEAN-UP.
FENCING AND
DRIP UNEI
SNOW FENCE
ORING
County ofAlbemade
Conservation Plan Cheeldist - To be placed on Landscape Plans
(Handbook. pp IQ-284-111-297 for complete specifications)
1. The, foliowlne boom; rlmn be slmwn an Me oleo:
0 Trees to be saved;
® Limits of docarg(outside iipllae of trees to be saved);
® Location and type of protective fmdng;
® Grede chv,gei dsTaMgtree well. or walla;
Fo posed Mucldng or tmmelire beyond the limits ofcteanng.
2.
0 All trees W be saved.hall be ma wind print m ribbon at aheight eleMy visible to equipmmt opemtm..
0 No aN s b inuntil Netree hmbemivs ectedmda raved aCo Im .
B n8 e8 �8 P PP by ty Peter
3. PreComkadkm Conference:
� tree preservadm avd protection memwes shall bereviewed wind Ne cowactm on site.
4. Epabptera Operation and Stmince
to be sa quipmm; veldeWm tragic end swinge of combuc¢on mmedals indudi� sail sha8 not be petnul[zd wihin the driplines of trees
w be saved.
5. Son Erosion and Stormwaecr Denman Devices:
® Such deviws shall not adveredy effect iseeswbe saved.
4. Firm:
0 Firms are rot pem,ittnd within t00 fcet ofIDe dripline of tray w be roved.
7. Taxk ManrNls:
® Toxic materials stall rid be slat 1 within 100 feet oftbe dnpfine of bees w be.aysl.
8. Protectye Fecchm:
® Tredto be rettirmd within 40 fee[of aproposcl buildivg orgreding activity shall be Protected by forcing.
0 Fmdi s1 lbemplacemd.hallbeitspec[edmdappfove byaC untylmpectorpriortoga6www. etion.
9. Tree WNli:
® submi Ne Prevel must be raised within Ne dnpline ofahaew be saved,atree wall shall be provided mdammtiuc8on detail
submitted for
f u approval.
10. Tree Wall;
® Whm Neg mdlevelmustbeloweredwit Ned plineatreewbesaved,atreewallsbaubeprovided;andacomtructiondetail
mbtmtted for approval.
11, Trenching and Tunnellm:
0 Wheralnenisrequiredwithindlimitsteolevewitshallbedonemfro awayfiom thencW oftreeampof�&r Tunneling
under almge bee slmd be m�dered m m altesralive when it is mticipated Nat necessary trenching will destroy fceder coda.
12. Clete
® Prot�vefencing.ballbe Melastit aremnveddmMMefit dl up.
13. Damaged Treer:
® Damage trees shall be heated immediately by pwfing fe,tihaationoromermelhodsrecomm Mbyatr Vemia
NOTE: ITIS EDEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ONTREE CONSERVATION
REQIDREMEleTS.
11/30/2020
NOTES•
1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE
AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF 7REES SHALL
BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE
SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS
ASSOCIATION, 774E VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS,
OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT
OF TRANSPORTATION.
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,
AND BE MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS
PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY
TO SUPPORT THE OVERALL HEALTH OF THE PLANT
J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE
TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7'
ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND
ACCOMMODATE PEDESTRIANS.
LANDSCAPING CALCULA TIONS
TOTAL PROJECT AREA 228 AC): 99 317 SF
CANOPY REQUIRED 207: 19,865 SF
PROPOSED NEW TREE CANOPY 44,095 SF
EXIS77NG TREE CANOPY TO REMAIN 0 SF
TOTAL ON -SITE TREE CANOPY., 44,095 SF
LANDSCAPING PLANT SCHEDULE
SYM
BOTANICAL
COMMON NAME
SIZE
CANOPY (Sf)
QUANTITY COVERAGE (sf)
TREES
QP
QUERCUS PALUSTRIS
PIN OAK
3"cal.
471
10
4,710
BIN
BETULA NIGRA
RIVER BIRCH
3" cal.
535
2
1,070
ASL
ACERSACCHARUM'LEGACY'
LEGACY SUGAR MAPLE
3"cal.
195
1
195
AR
ACERRUBRUM
RED MAPLE
3"cal.
452
5
2,260
U N DERSTORY TREES
CF
ICORNUS FLORIDA'APPALANCHIAN SPRING'
APPALANCHIAN SPRING DOGWOOD
13"cal.
1 124
1 9
1 1,116
PY
I PRUNUS YEDOENSIS
IYOSHINO CHERRY
6'-7' ht.
1 99
1 5
1 495
EVERGREEN TREES
MG
MAGNOLIA GRANDIFLORA'LITTLE GEM'
LITTLE GEM MAGNOLIA
6'-8' HT,
82
13
1066
JV
IJUNIPERUS VIRGINIANA
JEASTERN RED CEDAR
4'-S' HT.
1 62
1 28
1 1736
SHRUBS
IM
ILEX x'MARY NELL'
MARY NELL HOLLY
24"ht. min
97
6
582
IV
ITEA VIRGINIA'HENRY'S GARNET'
HENRY'S GARNET SWEETSPI RE
24"ht. min
64
59
3,776
IG
ILEXGLABRA'NIGRA'
NIGRA IN KERRY HOLLY
24"ht. min
188
43
8,084
IL
ILEXVERTICILLATA'REDSPRITE'
RED SPRITE WINTERBERRY
24"ht. min
88
48
4,224
HI
HAMAMELIS x INTERMEDIA
ARNOLD'S PROMISE WITCH HAZEL
24" 1 min
113
41
4,633
HQ
HYDRANGEA QUERCIFOLIA'SNOW QUEEN'
OAKLEAF HYDRANGEA
24" ht. min
97
1 39
3,783
VC
VIBURNUM BURKWOODII
BURKWOOD VIBURNUM
24" ht. min
22
47
1,034
JD
ILEX VERTICLILATA'JIM DANDY'
JIM DANDY WINTERBERRY
24" ht. min
76
3
228
CS
CORNUSSERICEA
RED TWIG DOGWOOD
24" ht. min
72
22
1,584
FG
FOTHERIGILLA GARDENII
DWARF FOTHERGILLA
24" ht. min
51
69
3,519
TOTAL CANOPY
44,095
ICOTT/R. CD-LLINSi
Lic. No. 035791,1_
11/30/20 "Ai
"1
SYCAMORE
ik 30 20' SEWER SMT.
/ \ 2 I I 30' PRIVATE ROW I • SPRUCE/CED I I DB 1896 .. 3 3(plot)
I'
I DB 738 P. 3 3(ploot) -- --- - --------------1�- - - o
\\/ �A NOLIA I
If
20'& VARIABLE WIDTH I I I
`Tss 1 CIF B G /j VEPCO EASEMENT
20' WATERLINE (D.B.2561-704) I '
I
� A ES VA IE EASEMENT I ��
MIN. (D.B. 3059-532) 20 SPRUCE - _ -- N CO. (
\ - - ---
• WHITE GABLES LANE
• \ \ 24" 30' PRIVATE ROW
I 36" J' \ `\ \ \\ 27 DBL. `j - _ _ _ NC/AIR / rn
SPRUCE MAPLE ED
927
2
_
- - - - - TOP= 2T- ' Z
\ � - / f 2� 590.06' Ci
\S - ` 1 PY OUT 589.9 Qi
- _ \ 1 CF AV
1 QP ---_- - - - - - - - II N
,i - a MO MO MO MO MO IMO - MO - M IMO - M MO M0-- - LU
4ON IA
\ QP \ I \ Ma Ma MO MO MO 0 MO Ma Ma Ma- MO MO -_--- _ - -- f 1 '- _-- -- - - _ �� AS \ 1
30' ACCE S - J
2 O w-
• •I
f R / N
IG
EASE ENT TY I 4 IG # _ - - 4 IG 4 IG /
IV # of _-- - # # . . « G # �
41
* * *
.� '
I = - - - rJo0 �o� LU
C
I o\ o � � . � 'O W N
6 HI , 9 IV 1 JD g H 8 G P 8 F 11 HQ �� V 1 JD 11 IV 6 HI 1 Ind 1 I V1 JD I� 9 H 8 G Q G
W
2 C I \I U � 7 VC VC 0 6 H �� 1 II � 7 VC � �. o / ° � / � > Q
\
�� I $ v I 4 FG11 / 4 FG 1 4 FG �� W
LE
>CP
J
0) CID \ 1
BASIN B
/// / / k DETENTION J: / + BIN Uj
PAVILION V 4 PAVILION IV 1 PAVILION II ///// / / /Z
1 PARKING LEVEL,FFE=607.67 /'1 PAJPKING LEVEL FFE=6o7.ob 1 - 3-33 / 5 HI I
yam\ \ (PHASE 3) / 1 / (PHASE z) P �RK1NL�VEL FFE-6o / 1 O
I
A I * 5 HIS
T Q
- 1 / 2
3H l///I./1 3CS
I
\ 1 I I 3 Ind
W Q
v � 1� 1cF
\\ 6 VC J 12 IL 1 CF 11 I 1 12 F IV/ 1 CF / 3 CS F �/ ' 5 IL
IV 5 IL 7 FG 4 VC 4%VC 7 FG 5 IL IL 1 4 VC 7 FG8-VC
\ ��
\ \ I
I
r/LU
l I`
CN
J
hm mad fi w w ovw fi� I - z <
fi I € ///777111
,€,wMmrc��� /' - ,-' -� --� ✓ 8HI _ _ 4IL Ui V
T
mmfi mfi ",,or,/ 13 MG TRECEPROTECTION/ - = OHE pp 9 - - - T QP_` OHE w
fi ram€ rymm n mhrem` o"npfiMm ram " � fi i € / / 1 •• -- �FfiE` OH i' f
_:I
1 1 QP_ I / w
1 QP 28 JY - _ / N / t 7�IG
/ / - --_ o '
TREES UP TO 4" CAL, SHALL BE STAKED ' �\ _
WITH 2-2"x2" HARDWOOD STAKES.
J TREES OF 4" CAL. OR LARGER SHALL BE
\ /
GUYED WITH 3 EQUALLY SPACED, TWISTED
'„ DOUBLE STRAND $12 GAUGE WIRE ROBBER ASSOCIATES � - � \ _ � / � � HI � '_ / v
AND TURNBUCKLES. LOOP HOSE AROUND //,, WITH RUBBER HOSE &TURNBUCKLES / /
/ TRUNK. FLAG WIRES WITH COURVEY TAPE. \� /x ZONING: CO COMMERCIAL OFFICE tD \ \ / , X k/ / -B `/ /. o
^o REFER TO SPECIFICATIONS FOR 1 2"x2" HARDWOOD STAKE AND '10
\ i - \/
IIIR��1�.VV\` /(�/ TAX MAP 60 PARCEL 25 \ ` _ ,' ' O N
FURTHER INFORMATION j./ / SCUT &REMOVE BURLAP FROM TOP
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2"x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
COMPACTED SUBGRADE
Tree Planting and Staking Detail
Not To Scale
1/3 OF BALL AS SHOWN USE: OFFICE
i
SCARIFY SUBSOIL TO 4" MIN. DEPTH
/ /
MULCH SAUCER
k W
FINISHED GRADE
TREES UP TO 4" CAL. SHALL BE STAKED. - - '
TREES 4" CAL. OR LARGER SHALL BE W
GUYED WITH 3 EQUALLY SPACED k O 2
TWISTED, #12 GAUGE WIRE NTH HOSE
/ / i - - 13_ !n
AND TURNBUCKLES. LOOP HOSE BAN. MH. /{-1
AROUND TRUNK ABOVE BRANCHES - _ _ k - U' JOB NO.
AS SHOWN, FLAG WIRES WITHCOURVEY TAPE. REFER y
FOR ADDITIONALINFORMATION. GRAPHIC SCALE
/ / / C) / / 202187
AMENDED SOIL MIX 20 0 10 20 40 80 / �/
COMPACTED SUBGRADE SCALE
- _ _ - J / / / / 20
f
( IN FEET )
1 inch = 20 ft. / // SHEET NO.