HomeMy WebLinkAboutSDP200800017 Plan - Approved Minor Amendment 2008-04-09CADD VERSION
R14
PLOT SCALE
1 " =10'
PLOT DATE
LAST SAVED BY
COMM NO.
DRAMNG NO.
TO CHARLOTTESVILLE
SITE
PANTOPS
\
Rq " "`'h' 0 `'� j \ \ \ \ = g Fps STI
\' GRATE \ \ \
- TOP= 571.60
23 631.0 • S / ~ �, INV. I N = 566.85
8» .0•/ " O C/yF / 18 R.C.P. _ 7 - �_ � \
R N y 0 V Rov sa
Ln
S / ■ / \
VICINITY MAP
/ � v ■ / � SCALE: 1"=2000'
/ \ 8 8. GRqMj-EENCH DRAIN ■ / � � \
% h 3 3.0' 7'R CH ■ 8' GRATE
8 ENCH DRAIN \ \
+ GRATE / \
k / + TE /
6 + . /
k � 33.0' SCHEDULE 24 .0' \ \
+ , ■ / " EDULE 80 8" G TR NCH DRAIN 8.0' SCHEDULE 80 DUPLEX
�+ + + 6 DIA. P.V.C. RAT h 1 6" DIA. P.V.C. /
o O � S) �
SOD- Q- 646 �o ` ■■■■■■■ / \
/ �. \ COTTAGE
O �o NV. IN ■ ♦ ■ ■+
h• 5 56 INV 9.97 ■ \ ♦♦♦ I + + ■ ■ ■• ■` ■ ■■ \
O i ■ ■ ■.
/ hco �- - 559 .96 T + + + I { ■ ■■ `■■■■
REPLACEMENT
I RED \ 77.26
/ + r I \ MAPLE
r \ WILLOW ♦♦ I _ \ /
/ • i / OAK
^�• �� �S6 X� + ��.� / SOUTH EAST
. LO
,� , • �rn C xh 1 s� O � SOD -� : • � + �`\ C SOD \ � S�
QUADRANT
O
X + + / o,� OF
o
CREPE • TOP- _ 570.00 , --� / _----- q�
/
MYRTLE ► `� • 11 I INV. IN / ti
UNI A • • �' o , p I � = 558.88
' / • RELOCATED • �-' i 11 r - �8 8�� / / CAMPUS
/i i 22.66 18 \ /
U ' REPLACE tli P WITH T
1
R.C.P. ®4. -DI-1
• O � / + o �-��" t, � COVER TOP WITH -DI -1
r / ■� r + + ROUND TOP
F/ T. 56 .06 n CR E o k /
� • � 57
/ . n M YRt \ \ / 9.8
IN
r / CREP • ► . N ; /
MIN
1 E �
r MYRTLE A I
/ C So •• PERFORATED / AMENDMENT
i • I , ■■ PIPE WITH I /
cn i r r
/ CREPE ► • GEOTECK SOCK F.F. • , o ( o0
r � i i SEE DETAIL � r + o O
MYRTLE
F. F. i • • o
568.9 �
Q• , I , ,
LO
J� / r ` ' t
� ' ' N F.F .- 573.0 0 / a /
�- bit 1 �U I
/ M i / i
ECKNER ENGINEERING
V1 I -- o i + \ v ' • I .0' UNITIZED BLOCK >>
•� � , � , / SURVEYING INC.
WALL AS APPROVED B
°' ; •a, � � _"" � �
CADD VERSION
R14
PLOT SCALE
1 " =10'
PLOT DATE
LAST SAVED BY
COMM NO.
DRAVANG NO.
aqa� €� - SURVEY=
t I M gg I ----_ BY COUN +
COUNTY. OWNER \
• • i a \ j '` TO SPECIFY COLOR �� ��
• + / ' I AND TEXTURE.
8. — PLANNERS —
g 4
\ `� / , p .
MAGNOLIAS '--- \ MAXIMUM WALL I
r
` y � + 9 i ♦ 1' ; HEIGHT 3.4' + 508 DALE AVENUE, SUITE A
• ► a + + + CHARLOTTESVILLE, VA. 22903
NIT A \ ; 1 +s % + Tel. 434 - 971 -1591
+
Fax. 434 - 293 -7612
O +
N, F =-5:4,0-9 6 a ' � S IT S 82
• O Diy o \ --- �� � S\ �� 0 + + T P
Nl� + F. F= 55 pT H
` ---------- \ S ( 5 0 1
D �" + \ z , � ;� KURT t . C
LOR rER
O • `
h �� • �9 O OD O • • ' i SOD-) 2, tONAL
T\
o • r ��' / �\ - - - - - -- 4
Z GNOLIAS
( -S OD / • \ `
W W • MA
Q U- � 1 \ \ , SOD �__ 3 _ SUGAR r� \ �� / PROJECT TITLE
U- ��v ,
•
_ \ • �� REDBUDS T _. ` , \ • A PI - - - - - -- _____ --"_
.a..
_ ER TREE Cr LO
5 cv C � � \ hyh ` PROTEC ON\ PINES - - - -_' • • • \ \ �- \ .W. 57 8.5 7; W ��$'� `
'y d - AREA TREE
- -- -
FRO TECTI�1_
\ h� a AREA
\ h r \
\ — - \ \ •� 4 . 5 r. w. COTTAGES
INV. T
L OTTO LUYKE LAUREL �p Arehitecture
32" M FENCE TO CENTER "� �� � - � �
/ planinjing
OF PLAN h r� / t
T C >n��
\ C, \J
a = PROPOSED OTTO L ENS LAUR v
EL �� I P \�� � . SnS Inc. ■ 305 South Jefferson Street
= EXISTIN�QTTO LUYKEN�S AUREL �� _�_.,� Q 5 �P . \
I Roanoke, Virg»a 24011.2003
1 T .
c, Q J � 540.344.6664 Fax 540.343.6925
\ — t www.sfcs.com
PROJECT DESIGNER
PROJECT ARCHITECT
PROJECT ENGINEER :KURT M. GLOECKNER, P.LS. , P.E.
\ /
LEGEND DRAWN BY
■ CHECKED BY
\
�� T NO. REVISION \ ` Q =YARD DRAIN APPROVED BY
�t`Il ��1Q�►�►/YW[
\ 1
PROTECTION / � � DESCRIPTION DATE
AREA - Submittal Type
� \ \ O DOWN SPOUT Reviewed and Approved by the 1
Comm r vprr nt Department 2.
= TREE PROTECTION AREA Date 3•
File# 4.
DRAWING TITLE
-- NN' LANDSCAPE PLAN
= 10.0' X 7.5.0' RAIN GARDEN
(HALF RAIN GARDEN LOCATED MIN 0 R AMEND ME NT
AT END OF UNIT 6)
DRAWING SCALE
1 " =10'
MAGNETIC
JOB NUMBER
97- 018 -31 OF
MERIDIAN COMM. NO. DATE
0 5 10 20 6103.00 JANUARY 25, 2008
= 10.0' X 15.0' RAIN GARDEN INMEMMt DRAWING SHEET
SCALE: 1"=10' NEWCOTTAGES3.DWG
TO CHARLOTTESVILLE
SITE
DSO / PANTOPS �.
EXISTING PLANTINGS TO BE MAINTAINED
79 OTTO LUYKENS LAUREL (PRUNUS LAUROCERASUS) (3' -4' HEIGHT, 4' SPREAD)
= 1 NELLY STEVENS HOLLY (ILEX X)
1 NELLY STEVENS HOLLY (ILEX X) (6' -7')
a_ 4
4 CREPE MYRTLE (LAGERSTROEMIA) (8' -10')
, = 1 CREPE MYRTLE (LAGERSTROEMIA) (14' -16')
` = 2 WHITE PINE (PINUS STROBUS) (18" DIA.)
= 1 VIRGINIA CEDAR (JUNIPERUS VIRGINIANA)
= 1 RED OAK (QUERCUS RUBRA) (24" DIA.)
= 1 EMPRESS TREE (PAULOWNIA TOMENTOSA) (24" DIA.)
1 FORSYTHIA (FORSYTHIA) (5' -6')
= 1 GLOSSY ABELIA ( ABELIA GRANDIFLORA) (7' -8')
t
i
= 3 EXISTING HEDGE MAPLE (ACER CAMPESTRE)
79 X 1.25 X 10 S.F. = 988 S.F.
3 X 1.25 X 44 S.F. = 165 S.F.
1 X 1.25 X 44 S.F. = 55 S.F.
4 X 1.25 X 151 S.F. = 755 S.F.
1 X1.25X151 S.F. 189 S.F.
1 X1.25X118S.F. =148 S.F.
1 X1.25X16S.F. =20 S.F.
1 X1.25X541 S.F. 676 S.F.
1 X 1.25 X 672 S.F. Q 491 S.F.
1 X1.25X16S.F.s20S.F.
1 X1.25 X14 S.F. 18 S.F.
5 X 1.25 X 230 S.F. = 1438 S.F.
TOTAL EXISTING = 4963 S.F.
PROPOSED PLANTINGS
S HRUBS:
O + = KOREANA BOXWOOD (BUXUS MICROPHYLLA) (18 " -24 ")
= KOREAN SPICE VIBURNUM (VIBURNUM CARLESI) (18 " -24 ")
• • = FLOWERING SHRUB GROUPS (TO BE CHOSEN BY OWNER)
• • • AZALEA HYBRIDS (AZALEA HYBRIDS) (18 " -24 ")
ANNABELLE HYDRANGEA (HYDRANGEA ARBORESCENS) (18 " -24 ")
NIKKO BLUE HYDRANGEA (HYDRANGEA MACROPHYLLA) (18 " -24 ")
OAKLEAF HYDRANGEA (HYDRANGEA QUERCIFOLIA) (18 " -24 ")
TREES:
O = 66 ROBIN HOLLY (ILEX X "ROBIN ") (5' -6')
JAPANESE = OTHER TREES AS LABELED INDIVIDUALLY
MAPLE
5 WHITE DOGWOOD (CORNUS FLORIDA) (6' -8')
3 WILLOW OAK (QUERCUS PHELLOS) (2.5 " -3" CAL.)
5 RED MAPLE (ACER RUBRUM) (2.5 " -3" CAL.)
3 SUGAR MAPLE (ACER SACCHARUM) (2.5 " -3" CAL.)
5 JAPANESE MAPLE (ACER PALMATUM) (5' -6')
1 ZELKOVA (ZELKOVA SERRATA) (2.5 " -3" CAL.)
8 CREPE MYRTLE (LAGERSTROEMIA INDICA) (6' -8')
14 SOUTHERN MAGNOLIA (MAGNOLIA GRANDIFLORA) (6' -8')
4 EASTERN REDBUD (CERCIS CANADENSIS) (6' -7')
3 WHITE PINE (PINUS STROBUS) (6' - 8')
66 X 69 S.F. = 4554 S.F.
5
X
124
S.F.
= 620
S.F.
3
X
370
S.F.
= 1110
S.F.
5
X
44
S.F. =
220 S.F.
3X195
S.F.
585
S.F.
5X163
S.F.
815
S.F.
1
X
452
S.F.
= 452
S.F.
8
X
77
S.F. =
616 S.F.
14
X
82
S.F.
= 1148
S.F.
3
X
124
S.F.
= 372
S.F.
3
X
118
S.F.
= 354
S.F.
TOTAL PROPOSED = 10,846 S.F.
PERFORATED YARD
N PIPE WITH - TRENCH
I GEOTECK SOCK c° DRAIN DRAIN
1. CHANGE ELEVATION
RAIN GARDEN PLANTINGS
O = 10 RED MAPLES (ACER RUBRUM)
0 = 20 RED OSIER DOGWOOD (CORNUS SERICEA)
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(Handbook, pp III -284 -111 -297 for complete specifications)
1. aollowing items sball sh wa on the plan •
GrI Trees to be saved;
imits of clearing (outside dripline of trees to be saved);
Location and type of protective fencing;
2/troposed e changes requiring tree wells or wails;
trenching or tunneling beyond the limits of clearing.
2. a
All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. & Conference:
Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Eup&Wg Operation and Somme;
Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. SoAroslon and Storinwater Detention :
Such devices shall not adversely affect trees to be saved.
6.
Fires are not permitted within 100 feet of the dripline of trees to be saved.
7.
Ur Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8.
rFenci ngs oes to be retained within 40 fat of a proposed building or grading activity shall be protected by fencing.
shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. C B 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.
C VJAL L 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. Tunne
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. n
Protective fencing shall be the last items removed during the final cleanup.
13.
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.
OWNEI SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/06 Page 1 of 1
LANDSCAPING SCHEDULE
AREA TO BE DEVELOPED = 1.98 AC.
DWELLING UNITS = 12
GROSS DENSITY = 12 UNITS PER 2.20 AC. = 5.45 UNITS PER ACRE
20% TREE CANOPY REQUIRED PER ALBEMARLE COUNTY CODE 32.7.9.9
20% X 1.98 ACRES = 17,250.0 S.F. CANOPY REQUIRED
TOTAL EXISTING = 4963 S.F.
TOTAL PROPOSED = 10,846 S.F.
TOTAL RAIN GARDEN = 4030 S.F.
19,839.0 S.F. TOTAL CANOPY PROVIDED
NOTE:
ROOF DRAIN, DOWN SPOUT AND
RAIN GARDEN INFORMATION ARE AS
PREVIOUSLY SHOWN AND APPROVED.
W Z
J C
LL
> t;.
/ DOWNSPOUTS
CONCRETE
SPLASH PADS
r
N
L
PERFORATED
RAIN GARDEN PIPE WITH
FILTER MATERIAL GEOTECK SOCK
SECTION A -A
NOT TO SCALE
„S
AVAILABLE FOR ALL
PLASTIC PIPING SYSTEMS
NOTE:
ALL YARD DRAIN PIPE IS TO BE
6" P.V.C. SCHEDULE 40 PIPE
EXCEPT AS OTHERWISE NOTED.
TYPICAL INSTALLATIONS (IN LINE)
NOT TO SCALE
0.28
0
STANDARD
DRAINAREA = 29.7 SQ. INCH
CASTINGS ARE RATED FOR LIGHT
WHEEL LOAD TRAFFIC
QUALITY: MATERIAL SHALL
CONFORM TO ASTM A48 - CLASS 308
PAINT: CASTINGS ARE FURNISHED
WITH A BLACK PAINT
8" DUCTILE IRON GRATE
NOT TO SCALE
PLANTING AS FOLLOWS:
0 2 RED MAPLES 1 1/2" CALIPER 12.0' -ON CENTER
= 1 RHODODENDRON (3.0' HEIGHT)
O = 4 RED OSIER DOGWOOD 2.0' HEIGHT AS SHOWN
0 0
0
0 0
SHADE TREE
SHOULDER
PAVEMENT I
GRASS BUFFER:
SERVES AS THE FIRST FILTER
FOR THE STORMWATER AND
ALSO REDUCES THE SPEED
AT WHICH IT TRAVELS.
PONDING AREA:
AREA HOLDS WATER AROUND
THE ROOTS OF THE PLANTS,
AND ALSO PROVIDES
AN OPPORTUNITY FOR
EVAPORATION.
a
p �
�l
/ GROUND COVER
I
.•.
X.-
..
....................... .............. ........ .
MULCH LAYER: 7
THIS SURFACE LAYER ACTS AS ANOTHER FILTER FOR POLLUTANTS FROM
STORMWATER, AND ALSO PROTECT THE SOIL FROM DRYING AND ERODING.
SWALE BERM
:. •INFILTRATION:.:'. PLANTING SOIL:
ORIGINAL EARTH THIS LAYER PROVIDES THE SOURCE OF WATER AND NUTRIENTS FOR THE
PLANTS IN THE RAIN GARDEN. IT ALSO ACTS AS A FILTER.
1992 3.38
Source: Va. DSWC
III - 401
Plate 3.38 -2
y Submittal Type
Reviewed and Approved Py the
1..n
File#
10 X 177 S.F. = 1770 S.F.
20 X 113 S.F. = 2260 S.F.
TOTAL RAIN GARDEN = 4030 S.F.
RAIN GARDEN DETAIL (TYPICAL
NOTES:
1. ALL PIPING FROM DOWNSPOUTS
TO RAIN GARDENS WILL BE
6" P.V.C. (SDR35).
2. DRAIN PIPES ENTERING RAIN
GARDENS WILL BE BEVELED TO
MATCH ENTRY SLOPE.
NOTES:
1. ACTUAL FINAL LOCATION OF RAIN GARDEN WILL BE A
CONVENIENT LOW -POINT LOCATION TO CATCH ROOF
DRAINS, YARD DRAINAGE AND DRIVEWAY RUN -OFF.
THE CONTRACTOR WILL DIRECT ALL DRAINAGE FLOWS
TO SWALES AND RAIN GARDEN.
2. COMPUTATIONS FOR RAIN GARDENS ARE
FOR ADDITIONAL IMPERVIOUS AREAS ONLY.
ALL EXISTING IMPERVIOUS AREAS ARE
COVERED BY PREVIOUSLY AAPPROVED
BIO- RETENTION BASINS.
3. RAIN GARDENS ARE TO HAVE A 1.0' PONDING
DEPTH AND A PIT DEPTH OF 3.0'.
QP �
J
RoUM ra4
vIESZ
VICINITY MAP
SCALE: l'-2000'
DUPLEX
COTTAGE
REPLACEMENT
SOUTH EAST
QUADRANT
OF
CAMPUS
MINOR
AMENDMENT
Q0ECKNE2 ENGINEERING
EYI
/SURVNG INC.
ENGINEERS - SURVEYORS
PLANNERS -
508 DALE AVENUE, SUITE A
CHARLOTTESVILLE, VA. 22903
Tel. 434 - 971 -1591
Fax. 434 - 293 -7612
U k%P 43M
PROJECT TITLE
C ` 4 *T
l8" a+
COTTAGES
S �, Arebtteature
Interiors
SFCS Inc. ■ 305 South Jefferson Street
Roanoke, Virginia 24011.2003
540.344.6664 • Fax 540.343.6925
w1Iw.sfcs.com
PROJECT DESIGNER
PROJECT ARCHITECT
PROJECT ENGINEER :KURT M. GLOECKNER, RLS. P.E.
DRAWN BY '
CHECKED BY '
APPROVED BY '
NO. REVISION DESCRIPTION DATE
1,
2.
3.
4.
DRAWING TITLE
LANDSCAPE PLAN
MINOR AMENDMENT
DRAWING SCALE
1 " =10'
COMM. NO. DATE
6103.00 JANUARY 25, 2008
DRAWING SHEET
NEWCOTTAGES3.DWG
9060N8M3ER 3 OF
RAIN GARDEN 4 "X6"
FILTER MATERIAL TEE
SECTION B -B
NOT TO SCALE
RAIN GARDEN
NOT TO SCALE
TYPICAL INSTALLATION OF
NYLOPLAST DRAIN BASIN AND
INt IMP nP ew