HomeMy WebLinkAboutSDP201400075 Plan - Submittal (First) Letter of Revision 2 2020-04-07r
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County of Albemarle
Conservation Plan Checklist -To be placed on Landscape Plans
(Handbook, pp 111-284-111-297 for complete specifications)
1. The followine items shall be shown on the plan_
Trees to be saved;
UR'limits of clearing (outside dripline of trees to be saved);
t� cation and type of protective fencing;
Grade changes requiring tree wells or walls;
Proposed trenching, or tunneling beyond the (limits of clearing.
2. !a kinds:
,d'All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
3 ' No grading shall begin until the tree marking; has been inspected and approved by a County Inspector.
3. Pre -Construction Conference:
Tree preservation and protection measures shall be reviewed with the contractor on site.
4. E ui ant Operation and Storaet_
Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
Such devices shall not adversely affect trees to be saved.
6. Ms are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencin :
Tr ° -s to be retained within 40 fret of a proposed building or grading activity shall be protected by fencing.
Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree ells:
When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree ells:
When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trepi*inL, and Tunneli
When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. cleaProt
[� Protective fencing shall be the least items removed during the final cleanup.
13. Dawified
Trees-
Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER SIGNAT E (DATE)
CONTRACT PURCHASERS NA (DATE)
5/1/06 Page 1 of 1
LETTER OF REVISION #2 FOR
CASCADIA - BLOCKS 1 - 3
SDP2014m00075
TM 62, PARCEL 25
TM 78, PARCELS 59 & 59A
TM 78E, PARCEL N1
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
Curve
Radius
Tangent
Length
Delta
Chord
Chord Bear.
C1
175.00'
9.65'
19.29'
618'56"
19.28'
S 26'01'23" W
C2
35.00'
33.50'
53.44'
87*29'12"
48.40'
S 20'52'55" E
C3
540.00'
56.77'
113.12'
12'00'07"
112.91'
N 70'37'51" W
C4
35.00'
29.63'
49.18'
80*30'10"
45.23'
N 63'07'02" E
C5
225.01'
12.41'
24.79'
618'47"
24.78'
N 26'01'24" E
C6
1472.40'
157.98'
314.76'
1 1214'54"
314.16'
1 N 13'34'20" E
Course
Bearing
Distance
L1
S 76'09'34" E
11.47'
L2
N 8218'49" E
18.27'
L3
N 55'47'11" E
24.40'
L4
N 54*34'17" E
51.77'
L5
N 63'53'10" E
24.62'
L6
N 78'35'38" E
53.53'
L7
S 88'54'21" E
14.91'
L8
S 5453'41" E
54.57'
L9
S 43*08'13" E
141.55'
L10
S 53'42'27" E
102.87'
L11
S 17*46'15" E
166.27'
L12
S 10-3018- W
81.51'
L13
S 26'34'07" E
85.75'
L14
S 1111'50" E
193.39'
L15
S 42*58'15" E
44.97'
L16
S 03'27'49" W
97.27'
L17
S 3513'55" E
69.16'
L18
S 20'38'22" E
65.59
L19
S 02*45'16" W
89.84'
L20
S 39'49'04" E
53.80'
L21
S 39'49'04" E
13.70'
L22
S 25'01'39" W
266.18'
L23
N 6458'21 W
192.44'
L24
N 6458'21" W
347.14'
L25
S 49'20'31" W
113.71'
L26
S 22'51'58" W
53.92'
L27
N 22'51'58" E
61.25'
L28
N 13'32'43" E
64.09
L29
N 64'58 21" W
322.64'
L30
N 4011'58" E
53.79'
L31
N 38'24'58" E
181.21'
L32
N 07*09'10" E
108.09'
L33
N 14'19'04 E
88.36'
TMP 62-25C
TMP 62-25C1
BROADUS MEMORIAL BAPTIST CHURCH
DB 1109 PG 353
DB 1078 PC 97
10' PRIVATE EASEMENT
S89°14'19"E TO BROADUS CHURCH PROPERTY
194.32' DB 3662 PG 444
\ �\\ S78 20'51 „E 1230.
d ��\ 17 TOTAL
ASON FARM RD.
NAIL SET IN <9
WOOD BRIDGE
o CA \`\\ TMP 62-26
00 0> > CASON, WILLIAM
DB 793 PC 106
o
z
L12
3
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A
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TMP 62-25
/ TMP 78-59A
1
MON.
FOUND � � \
r
\
20' SANITARY SEWER EASEMENT)
DB 3662 PG 444
T
II' 20' SANITARY SEWER EASEMENT
\
L \-__
------
DB 3662 PG 444
CASCADIA DEVELOPMENT, LLC
\ \
d'
"PARCEL TWO"
\ \
M
TMP 78-59
\
\ \
TMP 78-59A
\ \
�o TMP 62-25 \ \
DB 4209 PC 088 NF Q 18" POPLAR
TMP 78E-H x\� `55.266 ACRES (TOTAL)
FONTANA LAND TRUST NEW PERMANENT��� %� TMP 78-59
DRAIN. EASEMENT
QB 2436 PG 623 /> '"�,' 918.
20' RWSA ESMT.
DB 859 PG 53
DB 742 PG 195, 197 PLAT
TMP 78-57A L2
0
KMH PROPERTIES LLC.
DB 3222 PC 519 rr A_
V
CASCADIA DEVELOPMENT, LL
"PARCEL ONE"
TMP 78E-H1
DB 4209 PG 088
N69 39 S9 W 2
lOs 60,
iTOTq�)
may; 5.506 ACRES v TMP 78E-H
L25 FONTANA LANDS 1,9
TRUST
4*4
/ TMP 78E C
FONTANA OWNERSTMP 78E-
FONTANA LAND TRUST DB 1896IONPC 281 �ONT4N4
100' VIRGINIA
POWER I COMPANY EASEMENT B�fyl JONP II Sp`IC�' li ,�,
DB 269 PG 284
SEE ALSO DB 867 PG 337 ,
LETTER OF REVISION #2 TO SDP201400075
THE PURPOSE OF THIS LETTER OF REVISION IS TO SHOW THE CHANGE FROM THE ORIGINALLY APPROVED SITE DEVELOPMENT
PLAN. THE CHANGES ARE AS FOLLOWS:
2 INTERS CTION OF KNOILLiLANE AND DELPHI LAANE. TWO W ONGEWA Sod ONE-WAY
BEEN ADDED TO BEEN
HE INTERSOUT AT EECTION OF
KNOLL LANE AND DELPHI DRIVE TO FURTHER INDICATE THE DIRECTION OF THE PROPOSED ONE WAY STREET. THE STOP SIGN AT
THE INTERSECTION OF KNOLL LANE AND DELPHI LANE WILL BE REMOVED. PAINTED ARROWS HAVE BEEN PROVIDED AS SHOWN
ON SHEET 9.
41"
h
TMP 78-57
PANTOPS-LAKERIDCE LLC
DB 2805 PC 70
(S:!p 1 =CoverSheetations, & Legend L
SP3 Road Sections & Code of Development Tables
SP4 Existing Conditions
SP5 Subdivision Overview
SP5A Building Block Plan / Phasing Plan
SP6 Site Plan
SP7 Site Pl(-,-
e J, 2 SP9 Site Plan
terline Plan _ Cascadia Drive
SP1 1 Road and Waterline Plan Delphi Lane
SP12 Road and Waterline Plan - Marietta Drive
SP13 Road and Waterline Plan - Delphi Drive
SP14 Road and Waterline Plan - Terrace Lane
SP15 Road and Waterline Plan - Terrace Lane
SP16 Private Road and Waterline Plan Knoll Lane
SP 16A State Route 20 Road Improvements
SP 17 Storm Sewer Profiles
SP 18 Storm Sewer Profiles
SP 19 Storm Sewer Profiles
SP20 Storm Sewer Profiles
SP21 Storm Sewer Calculations
SP22 Storm Sewer Drainage Areas
SP23 Storm Sewer Drainage Areas
SP24 Sanitary Sewer Profiles
SP25 Sanitary Sewer Profiles
SP26 Landscape Plan
SP27 Landscape Plan
SP28 Landscape Plan
SP29 Landscape Plan
SP30 Landscape Plan
SP31 Sewer Lateral Detail/Sched.
SP31 A Proffers/Sight Dist. Profile
SP32 Details
SP33 Details
SP34 Details / Hydrant Flow Calculations
SP34A Details
PLANNER
ENGINEER
�LT H op vl�
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Dustin E. Greene
Lic. No.
LIl{ 0 55833
^0 4/9/20
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REVISIONS
CHANGE OF
DESIGN FIRM
APR. 26, 2018
L.O.R. #1
MAY 18, 2018
COMMENTS ADDRESSED
JULY 20, 2018
COMMENTS ADDRESSED
SEPT. 7, 2018
COMMENTS ADDRESSED
NOV. 2, 2018
SIGNATURE SET
DEC. 7, 2018
DATE
DEC. 1, 2014
SCALE
AS SHOWN
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FILE NUMBER
14.0039
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\ LOT 157 \ I \ - - - - - T �- - - / I FF=448.7 FF=4/47.7 FF=44 .7 FF=444� FF=443.7 FF=442�7-
1 I \ - - - - - - - - - - - . / GF /438.7 GF�437.0 GF=435.7 GF=434.7 GF=433.7 GF=4'S2.7
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H J 2-CAR I (H) 2-CAR I 2-CAR 2 CAR LOT 247 LOT 248 3% Gara / / /LOT 249 I �,382 sf 4,160 sf 5,338 s
° O - 2-CAR LOT 243 LOT 244 LOT 245 LOT 246 2-CAR 4,308 sf- 4;977 sf Sloped I � 1188 sf, I /`� \ \\ \ \ \ \ \ \
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LOT 242 I - - - 4,453 sf 4,495 sf I I - _ - - - / / I/ I y _431.3 I \
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BFE=435.4 / � I I � BFE=428.5
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LOT 238 LOT 236 I I 1,951 sf I LOT 226 T/ LOT 2�4 LOT 223
LOT 241 LOT 240 LOT 23� I LOT 237 LOT 235 LOT 234 LOT 233 1,935 sf 1,527 sf Avinit I 1,869 sf 1,527 sf 1,9 9 sf 1,981 s 1,,635 sf
18 s 1,909 s I I f 1,518 sf 935 s Avinit Y I Avinit vinit vinit Avinit f y 1,756 s2,700
1 909 s 2 110 sf I I 1,527 s 1, � � ' /Avinitf
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GF G I I G _ FF-438.0 FF-438.0 GF 428.3 Plaza FF=432.0 FF=430.0/ FF=428.0 F� 427.0 _
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GF=426.3 GF=4 GF=427.3 cheer t -- _ - - - -
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LOT 207 2-CAR I 4,964 sf 4,917 sf I I °� °yo o ro 5 -\E `Os am 3 o
4,646 s I LOT 208 I I LOT 209 I / / IOT 210 I I The Fairway _ - I 4,803 sf I m
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LOT 200
LOT 199
LOT 198
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1,563 sf
1,563 sf
1,837 sf
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REVISIONS
CHANGE OF
DESIGN FIRM
APR. 26, 2018
L.O.R. #1
MAY 18, 2018
COMMENTS ADDRESSED
JULY 20, 2018
COMMENTS ADDRESSED
SEPT. 7, 2018
COMMENTS ADDRESSED
NOV. 2, 2018
SIGNATURE SET
DEC. 7, 2018
DATE
DEC. 1, 2014
SCALE
AS SHOWN
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FILE NUMBER
14.0039
SHEET
SP9