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I I I I 1 PHASE I i I FFE L B ILDING 100
PHASE 3 1° I i I I I CLUBHOUSE G73.33 PRINKLED '
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' O ° BLDG 1 02 �; G74.G0 I 7 UNITS FFE
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BLDG 102 I J
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■ 49 UNITS
1 BUILDING 103 ® - —W -w —wI� o PHASE 2
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• � —W —w W _ —W — _ — /,� /� / Phasing Note: Before C/0 Q
—w — — `W —W _ _ _ — — - VARIABLE WIDTH — — — — — / J
. '_w —w W\ — ? / for each building is issued
— — — — — — — ---- ACCESS ESMT. ---- - — — _ �F Q� /
/ /----- -- -- - _ ----- - /P� / ��y Improvements within that
- - — — - BIOFIL C �� / ./ LL
/ �, -� / � buildings phasing boundaries
••• \ IL, E, J oe�- �' must be completed. Phasing W
�' �FFER� e� /• / boundaries shown in redline. Z
WPO Bonded items Biofilers, O
etc.) .) are not require for O
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issuance of C/0 S. J U
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LU
HEET 17 W S � J S71 C,C0 &C o
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�-•__ _ SHEETS C6, C9 & C16 LU
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Fire Marshals Note: Knox Box _
\ SHEETS C5, C8 & C15 Required on all uildings, please L Q
contact the Albemarle County
Fire Marshal ,6ffice for Location. Date
Zoning Note: Development 03/16/2020
contains y09,574 SF Passive scale
Recreation Area within the 50'
1 " = 40'
Stream Buffer. Sheet No.
/ 40 0 40 80 120 LOR4 OF 21
Scale: 1 "=40' File No.
16.020
Sid lZ- � 0 2
la e i o
\ dsca andWP-2 As\\M-\n\\� \ a
\nnect Overlay
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25.0' �\ � � � � z
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- New _ 280' RTE 1820 GOLF DRIVE- 12x4 Variable Width r`Ll o I
CG 12 ntrance �✓ SDR SPEED LIMIT 25 MPH, AADT=680 '� I
\ Type VgRIABL� WIDTH PUBLI ROW Reducer Sidewalk and 0-
r_ R 25.0' W W W \Mr��W W W W W W W W w
� � �B 3�� Gam$$ -�c54 (PST) � Landscaping Esmt ly z
cD I I 1.Sidewalk and DB 2886 PG 134 - 155 PLAT w
fi ight Distan e
oa
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(typ.) \ I Th rmopl*stic STO sca in sm x
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\ Cr sswalk Bars Ex. D - New ACSA ~'
/ \ Sig'
� I Type B � - - � _ _ _ Exist. 5' Sidewalk New Ex. FHA WL Esmt o
-- - - -- -- -- -- - -- -- -- - -- - -- -- - 0)
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/ New Drain to ° WS 3" nPE Service 45° New BOA 0 W cNv
Tree Line OUT 1A 29.8 6.0 218 Be .0 _ \/�//f q
/ / Daylight (,R}p{, RD RD p' p VR�', Roof D RD RD RD - RD RD RD RD O an RD RD RD � RD O / „/ Q
InvRD 685R0�RD RD RD �RD\") 6a-71
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as ° w
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to i i 6.0 a �o Conc.
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5' Fl I�TE j �o a z
A, Cut 1 ° Compound Service Connection: Q �
Storm U -1B 18. ' a (4) Traffic WM Vault 4" GV, 4" Plug, 2" �o / o
15" �pE Ia ° Bollards Copper threaded ,,,�o '�, w _j
/ I WM acility Esm BUILDING 103 into Plug - Q
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/ B 5C�1 5.0' 9-9'x18' Parking Spaces R5.0' ntranc t � SPRINKLED �Po \ � ° �
EX-1 l I a, o - FFE 697.07
i Maintenance z BFE 686.35
24.0' / 66.3
> _ a 100' Stream Buffer iEntrance cn New 12"
z I _ �° - p
/ 0 O Ca
CJ U 6-9 x18 R5.0' _
I a0 C2 D�� a R3.0 Parking Spaces Lat. C/O 0, ,
5> a I / co Inv=681 B seme
26.C� 5.0' / 0, C-) 0 18.0' Concrete flush ntranc Stamped
/ I O A
w. asphalt Conc. Pad
a- >° New 225.3' I S '
C G 2 F D C a o a 113. �c. ❑. 45183
/ I �I C� UJ D I �' X c� a New 6' Sidewalk o
Adh or
X o --
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18.0' 24.0' a a s a o o 6�0' New 6' Sidewalk o A
I 0) v x a f T�peaA 42"Handrails o 5.0 a
-DI -ll I I CG- 2 I 6. '
M 8.0 9.0' o� Riser w. / �
/ I dt % Hand ail 18.0'I I XPv
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/ •J z� R4.5' R4.5' / t ° a
.° p R5.0 I Variable Width L
� 19-9 x18 Parking Spaces }
-II Concrete `�,, c�o/ ° _ I I I Sidewalk and
a I® o Psa�P 2 8 x18 Van HC paces I I Landscaping Es �T� U)
44 44'� I I �' I H 24.0' / / Q °jl 90° Service Connection:
12x6 U) ° w CMU Encl sure C2 8x4 8x4 26.0' E
Tee n N a ° a2 � 8" DI WL Tee Tee DI W Bend 4' GV, 4" Plug, I a W
e I W W Wl W W W W W W Vli W W W W I
I
2" Copper Threaded a ad - ad - as-'aa ad - as as
t rn FH ° 2 7 45' 8x6 6x4 I I into Plug v0 .7 4.3 29.5 �� o
r Bench, 3 5' 18-9 x16 Parking Spaces* Reducer R3.5' Tee o L
+t +a '� ,t '� I N
12 E n t r c e R 15. 0' i ►� i
4 44•� �. B c ooe Brisera C/ New 2" I I co V ~I o
New CSA 16.0 ;'
GV R15.0' In 674 Com ound a
WL E mt 2' Parkin a
-,� g WM Vault
� O O a PropertyO
W BRA H B" TOP" ST-1 _ 0 erhan I a
k f a -
/ 0' 2x8 1„ L ign45° _------------- --- 70------- I Q a o 501 New 5' Sidewalkl> Line (typ.)
/ Tee d - - - - - - - - - - - - - - - � - - - - - - - - - -
------
� a
26.0' Lat. Inv. CG- H2
New z S3 =673. I New � 0 m Stamp d i o
Tree Line
16.0 e IFHA 90° I R15.0 Conic. Outdoor o
/ ZE R15.0 o �`c' Bend �" C6 Patio Area `V
114 0• - �P� ( Q as - as - as - as - as as - as - as I N
/ D CG-12 K� S' 3.5' 18-9'x16' Parkin Spaces I 9 0 Q�0-- 54.3 - - 6.2
F CD Lat. Inv. S ° 9 P /� L.5y'J Q 6. o
IYP In=672.0 � O
T e 1ADS Yard\, Drains Along2 cD I^,E62��o�o I I 3.5 S o r II Wall. Approx.
0\P _ , � -0 5.h CMU Wall w. Inv.=690.0 I
19 9 x18 Parking Spaces 8.0'
I 100' Str m / G 1 �/ I S �, , I / 8 0' Stone Veneer
Buffer R4.5' 2-8 x18 Van HC Spaces R5.0' I a I
/ / o , \kid 9.0 o Max H=2.5 CMU Wall w. I
LCo Reverse CG-6 at R4.5
of Radius Stone Veneer 46 CD M
/ / I I I 6 Lat. C/0 CM Wall w. 18.0' 18.0' Max H=5' I W > m � `1
50 Stream Buffer I Q 1 s Inv 673 Sto e Ve eer I I N� 0�
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z Max H=6� a a a'��r�1(4D�I °; o� CG-2 v r oo
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cn cn
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\�I �, 8" PVC Roof Drain a , a � o I CD o O O^
I O I IDO oa - r ]a - as - as - as - ad - as - as -�, Qa - as -aa as - as - -aa as T G e1 B as - a as 2 5' Maximum 6_ rp LL
'` N a �I L of (4) 7„--------- - __ YP Setback
N* (D I Q Q Risers w. �„ New 113.2' I
%I I cD CDDI Q� Handrail FDC I I , CD D
\ rn I o I I cn D r
-I ICI rn 10 / o ADS Stamped cn 0 0 4
I X /` 1 Yard Basement Conc. Pad I � J
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a
%I I I Drain Courtyard 10 II �w
20.0' I I °' I I I N v a Area (turf) seme t BUILDING 102 o
\ \4.I ntranc 41 SPRINKLED I I
26.0 6. 16.0' 20' 0 0 3. FFE 692.53 I Z
� � z BFE 681.81 I W
e mented 1 S I 9 9 0 I A 54.3 66.3 N Z
g N 2„
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II W= 69.0 I °' To Daylight
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6�( CC1J��� I � Inv. In=680.2 Drain I o
Inv. Out=679.0 Inv=681.23
\ \1 ew liai I I I 273.5' 11.3 6. ' W
I I �R-\2
I SWM I Storage o
3.5' R5.0'- o Entrance ° Stamped � W
Facilit Curb I I a I Conic. Pad W
I I T- 3 Q as as as as - as as - as ----�__-�_�---------- -- __ __------ 8" PVC Roof Drain a N O I E sm t. G U t 2 - as °a ooa as a - na a as =aa as na as as - as as - aN as 0a a - as - oa as as �a oa - as - as a \
DB 5016 � � � a o a o o a o a o � as
PG 134 0 o o Sao �oa� a New, 8'xl'o Nei% 5' Sidewalk G-11 W
I 1 2 oaf (2) 6" New Access a �o
ce
Transformer _ 5
C _ ST-4 Easement CG-12
C) CnR28.Type B CG 6 20.0' 9.0'
L` Ty J W
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--
--- ---- - - ---- --- M
I I 15-9'x2O' Parking Spaces R5.0' 25.0 Q W
� ��l I I "STOP'S UPLAND DRIVE UPLAND DRIV Z
VARIABLE WIDTH PUBLIC R-
I B O F LT E R B 26 (�- I c e 2 6.0' ' I D.B. 4215 pp. 254-261(PL II
I I \ \ \ fTl I 8 x 6 6 PRIVATE 6.01 D.B. 4009 pp. 364-369 (P ILL Q
\ = 0 3 8x4 Connection: /� ES EA ME T 90 O
DO I Tee C2 8" DI WL Tee (�
� I I Tee6 New FHA W W W W W W W W W W W4" GVW W W W W W W 11VG I� W W W W yy Bent lastic
I I iF-I �W WC 5.0 v 15-9 x20 Parking Spaces DB 5016 PG 134 8" DI WL R5.0
c I ----------------- -�= ---- - - - - - - ---2:N,��AACSLAL
-------------- --- C k Bars Date
BR ANC o 20.0'0 T Z�
H4 OV a
R28.0 3 T- G-6 1 C O 03/16/2020
m New T
I CMU a W. New 3" 6 0 New Access Scale
FHA
0 I CG-1 Stone Veneer
.0' Typ o � � � 'Max H=1,5' WM VCull. o New Sidewalk
as7~ad
5.0' -
Easement
o a
as -as= te- 7 as -- as -��as -as
MrQ=
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1 = 20
Sheet No.
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_7
I60
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WP-
LOR5 OF 21
20 0 4
No. File
Scale: 1 "=20' SEE SHEET C6
16.020
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\ �I
10' Timber I
spreader. 3'
\ #57 stone i
wire basket
behind timb
Do not dist
,wetlands.
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SEE SHEET C5
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Cut 2 -3 y�� oaa aa- aa- as as as ad as ---__---------- ---� 8" PVC Roof Drain
I_ oa °a - as - as a - as a as =aa as Oa - nN a as =nN - as - as �a - oa - a as - as - °a - as �a - as - as - as
4
\o� �ao� ° New, 8'x7'o ° ° New% 5' Sidewalk 0 5.0'
0 o 2 °ai ° (2) 6" New Access
CG-11
ST-4 Transformer Easement
\ \ \ C _ a° nce
\ \ \ \ I I R28.�' Type B CG 9.0' Type
Ig - ---- ------ - - - - 20.0'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Type
I 2 15-9'x2O' Parking Spaces R5.0' 25.0 u
"STOP 5. UW UPLAND DRIVE UPLAND DRIVE
I B 10 F I �T E R B VARIABLE IMDTH PUBLIC R-O-
I I S n 2 �1ce 26.0' D.B. 4215 pp. 254-261(PLAT)
I L 8x6 8x4 Connection: 69 PRIVATE Sight Distance 6 0' D.B. 4O09pp. 364-369(PLA)
co 0 3 90°
I Tee6 New FHA Tee C2 8" DI WL Tee 4" GV ACES EAMEf�IT Esmt. (typ.) Bend"
tc \ \ \ i W _ W W W W W W W W W W W W W W W W W W W W 8„ DI WL W RS.0 p n
I I \ \ \ I 4 W H C 5.0 � 15-9 x2C' Parking Spaces D13 5016 PG 134
Th mo lastic
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Cr svlalk Bars
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m 3
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U? I New 8'x7' Entrance Yard Drain (typ.) Stamped
I I
ST- cry i Conc. Pad for Drain I I Conc. Pad
I \ I Q Transformer 7 zo 1 9'
2 c��oN I I BUILDING 101
evel 6 OFI�T R o eni
I �`' 00 SPRINKLED 23. °
of C2 ��P \ I °' FFE 690.60
of I
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� 0 0-, 5' Minimum
/ \ / cn = Sto e Veneer Lat. C/0 Stone Veneer Zurn (8) 7 Storage Stamped I - I °
acilit Esmt• ➢� SetbackMa H=3' Inv=671Max H=4' Trench Risers Entrance (4) 6 Conc. Pad_\_Svupg 5016 �G 134 I 1 2 LF 4 42" °r 4 7" Drain New 309.2 RisersHandrail
l o a I �°
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n t Da li 1 t Risers lift Drain 11.0' Handrail
\ I y a o_- -_ _
\d9 - 8� 8� 8aa - 8� - - �� 8aa - 8� - 8aa as - as - as - as as - a - as - as - as - as - as - as - as a a a ° a a Electric o °
° 26.0'- i 5�°Sidewalk 8" °PVC Roof*fain New 6 Sidewalk 6 0 ° � a � � ° Pull Boxes
I °
0 °� CG-2
I I R5.0 , CG -12 6 C6 nc. B mpe a v
Type B \ BasemenBlock Anchort I I I I.I (5) 6
(typ.). a
Courtyard 8 0> 8 0> Risers w.into ave ent 876
Handrail20.0
50 Stream"Area (turf�
.8.02 4Steel Bolts I II Variable Wi t BfferLF LI
o° ° -
R5 0 I Sidewalk arid
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R1 .0' Waterproof I 4 E 23-9' 18' Parkin Spaces �' New Ram (9) 7 Landsca in Es t
90° ��n I Sheathing o C2 CO J g0° 1-8'x1 Van HCgS aces 8 0 p Risers W.
p
\ \ I Bend A V1� W WV W W W W W W W W p ° w. Handrail ° 6
/ 121 W 12
New " A " Bend
DI WL I Handrail o
rete 12x6� 24.0' 8.0 CC)< m ° {�
S1 GR-2 \� O' a pster Pad I New ACSA 24.0' a
1 \ a s °xl Tees
Enztasur II aI I°
00
Ta N~O
WLEsmt 8'01 CO D
24.0' 3.05.05.0W K60 ParkingpR5.0o
100 Stream a a New 8.0 a I �, o o
\ \ Buffer ° a S -8 4.0, 16.0' H5 FHA
5. 0' o �1�� 22
\ \ ° Revis d 15" HD P ST-9 R .0 C
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v' R5.0' 2 -- -- ----- DI,, I 03
\ 2' Parking C2 ��o I I (13) 7" "' c� o o
\ \\ \ \ \ \ \ / 2 Risers w. NOverhang nR5.0 m o Handrail 0)
9. 9.0 o 21
308.2'
New 0> �! ►�+ o
ooN
\ \ \ 1 ��24.0' 11 7' 6.3' 15.3' I .5' o
Tree Line -I \ 0' y 24.0 \ I24.016.0 $.0 8 0 (15) 7
\ �g � 1n
+� \ I Q) * Q) I °Z o Risers w.
Q I Q I I Handrail 230 °
V 20 L
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\ 16.0'
co Cn
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\\ a,, Concrete I I r I Risers w. o N (
',%curb Cut I Handrail
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at Inv. \ 01. I CIP Conc. Ret. A 1° Property ° %
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\\ n 648.5 \\ `� I Wall w. Stone I' I� I Line (typ.
I
I I I Veneer
.\ � R10.0' Handrail I Clubhouse 8" PVC ° I 18
0 I I I Max H-10.0'
c� Courtyard Roof Drain I ° Z
o Area (Paver W
\ I j0 Patio) Zurn Trench i
°
g Ground Face CMU
Iv Drain along
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3.5 CLUBHOUSE Ret. Wall Ret. Wall w. Hand it °
o I ' Conc. Bumper IMax Height = 5' o
a Block (typ.). Anchor I I BFE 674.60 Clubhouse �l i g 17 O O
I Entrance 1
N' I° °
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cn I I (2) Steel Bolts I Variable Width ] W v
Tench L
Drains Sidewalk and a
81° ndscaping Esm > W
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1
D I isers W. � � to RD
I Handrails 95 LF 4" PVC a
cn I CIP Conc. Wall °
A SA San. y 2 X I D A� Drain To Daylight
o W c> I R5.0 ��- w. Handrail
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CIP Conc. Ret. Flo TW-678.10 Inv. Out-672.7
\ / r\ \ N 00 I I I Wall w. Fence o� Max Height=6.60 New 5' N
5 Max H = 8' CG-12 00 IoType I 36 Gate Sidew o 6.)
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dIP Co . Wal I 6.5 0 3 DI-2A e J MM
w. Stone Ven er a o °000 Lat. C/0 (2) 6 Risers I ag Point Q W
ax H� 2' I CG_ Inv=668 w. Handrails f J
\ JS„ a g v ° o L
45° y o Ra p w. Handrails 11 °
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\ Concrete v ° Ben N TYPe 03/16/2020
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\ \ o o I - - - - 57' PUBLIC R-O-W 1 = 2 0
\ Enclosure R ° "STO „ 6 6 D.B. 4257 pp. 382-387A (PLAT)
Sheet No.
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Scale: 1 "=20' SEE SHEET C7 No• 16.020
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\ \ NEW PRIVATE ENTRANCE / R "STO "6 6 D.B. 4257 382-387A PLAT
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\ / Property I
\ / Line (typ.) /
\ 1 I BIOFILTER E , \
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\wire basket
\ •� behind timber.
\ No not disturb
\ \ \ wetlands. SWM L V N V
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\ \ PG 134
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Date
\ \ 03/16/2020
\ � Scale
\ � 1 " = 20'
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/ Sheet No.
20 0 20 40 60 LOR7 OF 21
File No.
Scale: 1 "=20' 16.020