HomeMy WebLinkAboutSDP200900030 Plan - Other (not approved) 2009-04-15OWNER
Highlife LLC
C' o Benton Downer
P. O. Box 1-1
Charlottesville, VA 22402
DEVELOPER
Some as the owner.
LEGAL REFERENCE
Rivama Magisterial District
Tax mop—parcel: 04684-00-00-00'1AO
ZONING
R-15, Residential with SUP - See below.
S.U.P.
FOREST
MAJOR
These pro ertles (TMP 4684-"1, '1A, -0 4 "i0) were reviewed and approved
as a 5 pedal Use Permit by the Board of supervisors at its meeting on
July 2d, 1444 (5P-44-16). This approval allowed 65,240 sq?cre feet for
professional offices. The conditions of approval were subject to the following conditions.
a) compliance with the provisions of Section 21.0;
b) Provisions of landscaping ad scent to Timberwood Boulevard
consistant with that
provldedl
on Timberwood Boulevard In the
developed commercial area;
cJ Provision of vegetative screening designed to minimize visibility
of the site from Arbor Lake Townhomes;
d) Provision of a walkway to connect the existing walkways adjacent
to the lake to the shopping area.
BENCHMARK
Benchmark 513.84 chiseled ssgqw.are on top of curb at south
end of median at the lntersecilon of Timberwood Boulevard 4 Worth Grossing.
This benchmark is tied to USES disk Z-155, NGVD 24, Elev. 552.11
located at the NW corner of Route 24 North d Rt. 644, Profflt Road
at old Crenshaw Garage. current status of Disk 1s unknown,
SOURCE OF BOUNDARY & TOPO
Roudabush, Bale 4 Associates, Inc.
414 Monticello Road
Charlottesville, VA 22402
434) 4T1-0205
BUILDING HEIGHT
20' maximum height to midpoint of highest roof for the buildings
adjacent to Timberwood Boulevard and Worth Crossing.
SETBACKS
setbacks, I n/accordance with the special use permit.
50' front building setback from public right of ways.
15' side bulldinqq setback.
20' rear buildfrig setback.
10' parking setbacks from all property Imes.
EXISTING USE
Vacant
PROPOSED USE
New office building
LAND USE SCHEDULE
LAKES OFFICE PARK
SITE PLAN AMENDMENT
niterrorie ca*nY Vo-gmw
SHEET INDEX
5HEET I - GOVER SHEET
SHEET 2 - EX 15T1 NG TOP06RAPHY 4 DEMOLITION PLAN
SHEET 3 - S 1 TE PLAN
SHEET 4 - LANDSCAPE PLAN
TMP 4684-7
5.8681 acres
HIyhllfe LLG
Zoned: R-15, Residential
Use: Vacant /
r "
lopdip
TMP 4684-7
5.8661 acres
HI hlife LLG
Zoned: R-15, Residential
TMP 4654-7B \
Use: Vacant •
I.O0i72 acres •/'
Hl q hlife LLGq / /
Zoned: R-15, Residential / /.0'
Use: Vacant ; = " .0.
t
i i i i i a
0000.
0
TMP 4684-8 \\ \ ' V—_' 1 _ —«_ _
r I ------ ------------- FOREST LAKES SHOPS LLG \ \ .'
6: PDSGZONIN
USE: SHOPPING CENTER TMP 4684-7C 1
1.7414 acres likTMP g6Bq.--1
Existina Area
Building 0.000 ac. 0
Pavement 0.000 ac. 0 Proposed Area
Sidewalk 0.015 ac. 5 Building 0.142 ac. 52 %
Impervious area D-M5- ac . --5- Pavement 0.000 ac. 0 %
Open space 0.259 ac. 95 Sidewalk 0.022 ac.
VY
8 %
Total- 0.274 ac. Impervious area IMF ac.
space 40 %
Total -
Open
0.ac.
PARKING SCHEDULE
Ex. building (Porcel 10; 12,424 sf)
Divato'Dialyysis (maximum field monitored use) = 10 spaces
Family Medrelne (maximum field monitored use) = 20 spaces
New bulldin 'A' (Parcel 1A; 6,142 sf)
Offices= rspace per 200 sf - 6,142 sf x 80% = 25 spaces
Total required = 55 spaces
Total provided on Parcel 70 = 57 spaces
STORMWATER
Stormwater detention d water quality treatment is handled by the existing adjacent lake.
CRITICAL SLOPES
There are not any critical slopes on this property.
Hlqhllfe LLG0.2"14 Acres1IZoned: R-15, Residential
Use: Medical Office Building! NEH II --STORY
r '
i -----------
RR--R- - - - - - - - - - - - - - - - - -
TIMBERWOOD B30ULEVARD
TTI I 1 11 1111
I TMP 4684 -014W -I THRU 8
I I FOREST LAKE5 'TOWNHOUSES
ZONING: R-15, RRE51DENTIAL
USE: TOWN}!HOUSES
NEW 4" THICK CONCRETE
5,000 P51 O 28 DAYS
00000000000000
4" COMPACTED 5TONE—'0 0 0 0 0 0
VDOT 021ATi
GOMPACTED
SUBGRADE
TYPICAL SIDEWALX DETAIL
GON5TRUCTION JOINTS TO BE 6' OXL, 1/4" WIDE, I" DEEP.
EXPANSION JOINTS TO BE 50h' O.G. OR LESS.
STAMPED CONCRETE PATTERN AND GOLLOR SELECTION BY OWNER.
TMP 46B3 -B
Forest Lakes Community
Association, Inc.
Zoning: R-4, Residential
Use: Soccer field
ALBEMARLE COUNTY ENGINEERING GENERAL
CONSTRUCTION NOTES FOR SITE PLANS
I. Prior to any construction within any existinci public right-of-way, including connection to any
existing road, a permit shall be o6talnedrom the Vfrgtnla Department of Transportation NDOT).
This plan as drawn may not accurately reflect the requirements of the permit. Where anydiscrepanciesoccurtherequirementsofthepermitshallgovern.
2. All avt , drainagge related materials and construction methods shall conform to current
s epctf=ions andstandards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be Installed prior to any clearing, grading, or other construction.
4. All slopes an disturbed areas are to be fertilized, seeded and mulched. The maximum allowable
slope is 2,1 (horizontalivertical). Where reasonably obtainable, lesser slopes of 4e I or better
are to be achieved.
5. Paved, rip -rap or stabilization mat lined ditches my be reaylred when In the opinion of the
Albemarle County Director of Engineering, or the Directors designee, It 1s deemed
necessary In order to stabilize a drainage channel.
6. All traffic control signs shall conform witlh the Virginia Manual for Uniform Traffic Gontrol Devices.
1. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Glass III.
8. All excavation for underground pipe installation must comply with 05HA Standards for the
Construction Industry (24 GFR Part 1426).
OTHER CONSTRUCTION NOTES
4. The location of existing utilities across or along the line of the proposed work are not necessarily
shown on the plans and where shown are onlyapproximately correct. The contractor shall on
his own Initiative locate all underground Imes and structures as necessary.
10. The contractor shall verify the locations of all boundaries, buildings, vegetation and other
pertinent site elements.
11. The contractor shall be responsible for notifying "MISS UTILITY" - 1-800-552-1001.
WATER & SANITARY SERVICES
Public water and sanitary sewer. Fire flow=5,'165 gpm at 20 psi residual.
All materials and construction methods are to complyy with the
requirements as outlined in both the BOLA Code and the regulations
used by the Albemarle County Service Authority.
ELECTRIC / TELEPHONE / CABLE TV
All service Imes for electrlclty, telephone and cable T/ are to be installedunderground. Gare is to be taken to assure their location does not conf Ilct
with any other aspects of the proposed site plan.
Olt -
As noted and to accordance with Section 4.15 of the Albemarle County Zoning Ordinance.
FIRE PROTECTION
Available fire flow,
The buildings will have sprinkler systems.
LIGHTING
Exterior
County
ghtting shall
OrdinanceIng
In cordance with Section 4.1'1 and 32.7 of the Albemarle
Each outdoor luminaire aqutpped with a lamp which emits 5,000 or more maximumlumensshallbeafullcutoffluminaireandshallbearrangedorshieldedtoreflect
Ilght away from adjoining residential districts and away from ad Iacent roads. No outdoor luminalre shall be mounted or placed at a location that Is more than
twenty (20) feet in height.
The spillover Ilght from luminaires on public roads and on property within any
low-density residential district shall not exceed one-half ( 1/2) foot candle.
FLOOD ZONES
This property Is not located within a defined 100 year flood zone or f loodway.
rDeeu
Multiple screened dumpsters.
IMPACT AREAS
The site 1s not within a reservoir watershed.
This site Is not located within a defined 100 -year flood zone.
This site Is within the Airport Impact Area.
This site 1s within a Development Area.
DATE
June 10, 2008
REVISIONS
July G, 2008
April 15, 200G
SCALE
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BRIAN P. SMITH, PE
CIVIL 00NEEIZIIVG, INC.
WE 000H - WD PWRA11
105 WE5T HIGH STREET
GHARLOTTESVILLE, VA 22802
TEL: (434) 2%-3644
FAX: (434) 2g6-2041
s e®embar mail.com
JOB NUMBER
DWG. NAME
Site Plan I bldg A.pro
SHEET
1 of 4
Sprinkler
3g' ' 15" RGP
Ex I 5A 5torm ontr-sL \ x. Storm / / /
5 Inv. t 4,511.35 3 28
Valve
9
of 24 RGPCO
90 \ \ 1 779b / // X010 /
TMP 4664 7
p\ _ -3A / / /
2.757 Acre / TMP 46134 , \ = ornr 133, Top -463.71 _ p / / D
1 097 Acres % \ o>c IS' RGA Inv iri=488.55 v0 p / z /, c, Q / .B. 1451 p, oql (plat)
i 0 2.11 Inv o?ut=488.45 6
AA % ` //
Exo. DIg2 57
TMP 4684 - BI
Ex. to of curb A 'Co off' / „p FOREST LAKES GOMMUNITY
A ' 15 Inv. I n 487.4pp / ASSOCIATION INC. 483.53 a \ 0 2 / 24 Inv. Int 4b5
4gegp7 \ \ Ion
ra ZO
UISE: SOG ER FIELD
IAL
6 \ / 24 Inv. Out 485.7
S`
9- X. e \ Ind
t` D.B. 187ci p. 157,
E Son.M.H. ,11 \ N
15
i \ \\ \ =485.112 \ \ p. 164-165 (plat)
To 483.85 (buried
4 .41 2 \ \ \ / REMOVE EXISTING TREI=S
i 0 \ ; top of curb \ i i \ \
18 I nv.l n 484.1 \ \
6\ ° .i S i' \ \ \ \ \ IF -OR NEW DUMPSTER PSo \ \ \ 18 Inv. Out 484.0 I s 9 \ o \ \ \
S \
1 \
9 \ sa9 A Ex. top of curb c 3 i.o\
Ex. 20' Sa itary Sewer Easement \
4O
D.B. 1071 . 485 (p lot) o \ _.-- - \ //
D.B. 1071
p.
I562 ( Iat) \ \ s \ \ \ - \ \
S \
D.B. 1088 pl. 213 (plat) \ \ G / ' ' \ - \ \ S \
S 6- \ \ \
Ex. San. MH
i i \ -- Iron \\\ \ \\ \ \ I _ _ \ - i dpi \ \ "DIP 0.6 \\ \\ \ _ Top 4Q 1.81
Round _ \ S X. 5 in. 325 of 18 \ \ =\ _ --\- \ \ 18' Inv. Int 481.
ZS\ S
S \ \ \ \ - - \- \ \\\ \\ \ /
18 Inv. Out 481.75
hx
S\,,
rant \ S 0Q \i\ y ' \ \ Sprinkler
saemb \ \ \ \ S '\\ \ ` % - \\ \\ \\ \\ rc \ Control
y \ \ \ - - ,\ m, \/ // f
o• \ \\ \ \ / zt \\ \ Valve
Ex.8 DI\ \ \ \ _ \ \ \ 2 \ \ \ 496 \ Ex. Storm 130' of 24" RGP @ 1.770
water eExisting Dumpsterapprox. \ \ \ S \ Enclosure \ D 3Alocationo \ \ ( \ \ Ex.
O \
A . iiIBEr\ \ \ \ \\ \ To -7.66
15"' Inv. Out 462.4
qa6Ex. D1 -3B, L=6
498. \ Top 4,516.60
O , P \ \ \ \\ \
15 Inv. In (N) 4x1.15
A tICING10 \\ \ \\ \\ 15" Inv. In. (W) 481.x5
24" Inv. In 488.15
24" Inv Out 488.1
r-
Ex. G-6
r----
T- \\\\ - \ DI -313, L=10'
p ?t\\ ' \ } + 0 2 \ II
I I II I Io \ \ \ Ex. round / \ ` II 1 II Top 488.14
Ex. light 9 1 11 I I I I I I I 1 I I II \ 12' Inv. In 413.75
pole (typ.) Light \\\ \\
II \ _, I I I I \ I I I I I II / \\ 15" Inv. Out 483.65
O \ \ o\ \ 502 _ \ \\\ \\ ' ' I I I I I \\ . N Ex. Fire hydrant assembly (TO BE RELOCATED)
J \ ''
ELIMI TE EXISTI \ \ \\ \ \ 40'-15" RGP J \ Ex. 10° bend (`TO BE REMOVED)
6 - -y PAINT 5 IPE5 \ \ \ \ @ 5.15% -
Ex. avem ot 48' 15" RGP
8,
p 2 \ ' \ \ 20 spaces \ 5.54%\ \
3 \ o \ \ \ 50 " \ \ Gleanouts 14 Dia. \
11 S\ . Golumns _
O \ A • % j % / o _ - _ _-- _ _ -, I I (
typ-) Ex. 10" sycamore -
Ex. Storm 200' of 24" RGP O. 9 \ I \I
I 1 I
0.,5115%
0 \ . 6 - "000, I 1 I I \
o 530
X
C91
o
I II
ll
I I I I
I I I II \
Ex_jGG-2 NO °21 2 " W 83
Ex. 8 tree \
Ex. sidewalk \ \ Seo
O I Stor Brick Medical o 01 1 ° o 0 0
4+a_
X \ Office Building_° ° \ \\ I \ \ \
12,424 sf -- I \ Ex. evergr.en trees11,
r25DONTBUILINGSETBACK9^ A 55 #
I 1 12 ADS
p, '\\ 1800 I _Roof Drain \ \ \ \
9r \ \ TImBlvd. lO.00
FROM NEXT
OCATE IP
F1
NOT, \ \\
Ex.
Pole
qht SO \
I Ex. viburnum (3) USE F NEW BUILDING. N59 °32 ' 10 " E
3 \ \ / SAVE / 40.48'
Transformer \ I o \\\ \ \ \ \
Pa - TMP 4664 - 7C Ex. jappanese hollies I / T•B•R• \\ Ex.to M.H.
El Acres r ao
Ex. 8" cherry \ / \\
I \ \ _
I , \ \ \1 ` Ex. 22.5° bend \ \ 24p Inv. Out 480.0L11Ex. tree \ \
Ex. heat pumps I CQ TMP 46,E 7A SAVE \ 11 II I x. 6" DI (class 51) water line
0.4 Acres27 I II 3 II
I I sIIWitII
111 1
I Ex. inkberries m T$•R• i 6 Iron \
S M Ex. 8 cherry / N I,,' N I found 1xo \ I I a 11 Irrigation
TB.R. I 1 0 Ss, Va Ives
I \1 Te I e \ \ Ex. tree
M 1 °
I1 x 1 /
1 Ped. 08 _
Ex. heat pumps z00I wlI w
I - "v . / 5., Sprinkler Line Easement
Iron I II XII ' ' O 0 v D.B. 1548 pp. 288/2gg (plat) 1.5 x 7found \ - _ \ Iis S 25 FRONT BUILDING 5ETBALK ` i II Sign m m
Z. --
Ex.cre e m rtles (3) I--- 4.00'---i I Base O"
Irri ation
Ex. Street sign Vo / g \ - Ex: -groupings of trees _ I u t
J'--- Iron - -
iy413-41-213"W !] foundEx. 8" \ . - - - - - ---A n NO3 °41 ' 28"W 103_71_- _ %
water lin - NO3 °41 ' 28 " W 143.82
approx. \ Iron - - - - = = = = = = =-=
location -•- - - - - - - _ _ _ - Ex, water meter Ex.
Ex. GO -2 \ for 1800 Timberwood Irrigation
Boulevard Box
Brant S06 3
GAUTIONII
3 \ S10 \ Ex. fire by \ EXISTING WATER SERVICE LINE TO 1800 MAY CROSS, Ex. 8 x 6 TSV
THE BUILDING SITE. CONTRACTOR TO VERIFY
LOCATION AND RELOCATE AS NECESSARY.
W W
Benchmark 515.84
Chiseled Square on
Top of Curb at SouthEndofMedian
Site Benchmark Is tied to U5G5 disk Z=11k5
NGVD 2cl, Elev. 552.11
Located at the NW corner of Route 2cl NI and
Rt. 641, Proffit Road at old Grenshaw Gara .
Current status of Disk is unknown,
W 1M W W
Route 1721)
UMBERWOOD BLVD. (
901)
W W
Ex. 8" PVG water line
assumed location only
AV
The locations of the existing landscape features area approximate
This drawina does not show all of the landscopinai.
DATE
June 10, 2008
REVISIONS
July g, 2008
Sept. 1, 2008
April 15, 2008
SCALE
I "=20'
AL T H p
ksl;4,01
Lic. Nd. 014511
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BRIAN P. SMITH, PE
CIVIL O GINEEMNG, INC.
WLF =ME BMW
9NE DONE - LMD RM01%
105 NE5T H161-1 STREET
GHARLOTTE5VILLE, VA 22x02
TEL: (434) 2169-3644
FAX: (434) 216-2041
5pe@embarqmdI.com
JOB NUMBER
06-004-00
DWG. NAME
Site Plan I bldg A.pro
WEEr
2 of 4-1
f
I \ StormExp3A \
361 15 RGP \ / / / To .18 \ x. Storm / / /
I5 Inv.ut 4611.35 X28 of 24 RGP
90//
Ex. IDI -3A / O --- x. Sto \ \ / V /
i \ mr 133 \ Top 4613.71 \ / O
G \ Inv irn=488.55 -- f'
x.1156 =v c.,ut=488.45 040 h ` q /
p \ \ \ / ii i \ \ \
Ex. top of curb ii
4613. 3 .12 /.
Ex. ep , . 000
4G1.-7 .. x
E Son.M.H. / \ / \X.
4-45p3 \
To 4CO, P5 (buried 1.31) I \ \ / \ \ top of curb \ 00 \ \\ =4G3.12
18 Inv.in 484.1
18 Inv. Out 4b4.01
Ex. top of curb
Ex. 20' So itary Sewer Easement \ c \ =4x8• \ \-
D.B. 1071 p. 4615 (pp at)_-
D.B. 1071 p. 562 ( lot) \ ` i s \ \ !i i \ \ \
D.B. 10618 pL 213 (plat) \ \G - \ - \ \ \ S \
f 18" DIP ®0.66%
S \ Ex. Son. 325 o\
s
s \\ \ \ \ _ - -- \ \ \\
x,
r ntC.
S I / S -_
y
vqoter e
approx.
location \ \ o
NEW 6" PVC \
SANITARY
LATERAL
55
O 10' PAkKING AGhC \ I \` l \\ \ X g98,
r- i- -- o \ \ \ \ TO PROVIDEA2
II I Ex. G-6
3
8 SPACES
C\ i I I I I II502- _ \ V 9
O \\ \ \ 40'-15" RGP
00,
6 \ Y ` \ 13ot
Ex. pavemt 48' 15" RGPX
I
3 \ \10 \ \ - \ \ 2C spaces \ 3.54
0,r \ 5 \ Gleanouts 14" Dia. - -
columns -
I I I I (
typ
I I
Ex. 10" sycamore
0- 0 I I IIJ \ \ \ / i NErN SIDwALI °' \
r
I /
o I i I IoPI- -d\ I /
O°
4`° \ `
Aad \ I I Ex. sidewalk
I Stor Brick Medical o of I • o a
ex. 46161. -
OfflGe Building L _, y - -° °
o
25 'FRONT BUIL" SETBACK 12,424 sf ._r I
9 #
1800
r NEW E71DEWALK
9 \ Timberwood 10.00 : aw 1 1 = MAL
Blvd.
3 \ \ \ /. fix, viburnum (3)
E . \ / SAVEc
Transformer \
Pa Ex. japanese ho 11 ies I I
Ex. heat pumps
3s \ I
fix. inkberrles
Tele.
a \ Ped • Ex. heat pumps \
m _ 25' FRONT BUILDING SETBACK
r
Ex. Street sign
p --Ex-gropings of trees
Ex. \ 8,11 A A
A A A A L_j
water l in
approx.
location-
Ex. G6-2 C
s, \
Benchmark 515.84
Chiseled Square on
Top of Curb at South
End of Median
Site Benchmark Is tied to U5G5 disk Z=15,5
NGVD 241, Elev. 552.11
Located at the NW corner of Route 261 NoO h and
Rt. 6441, Proffit Road at old Crenshaw Gara .
Current status of Disk Is unknown,
W W
Ex. f ire hydrant
W
Route 1721)
TIIMBERWOOD BLVD. (90')
W
Ex. DI -3A
rL / Top 4612.570b% 15' Inv. In 487.4
24" Inv. In 485.8
24" Inv. Out 485.7
Ex. San. MH
Top 4611.81
18' Inv. In 481.85
18" Inv. Out 481.75
Ex. 8" FVC, water line
assumed location only
D.B. 1451 p. Oql (plat)
TMP 46154 - BI
FOREST LAKES GOMMUNITY
ASSOCIATION, ING.
ZONING: R-4, RESIDENTIAL
USE: SOGGER FIELD
D.B. 18761 p. 157,
p. 164-165 (plat)
Ex. Storm 200' of 24" RGP @ 0.c[5%
Soo
Ex. everg,c@en trees
Ex.
Pole
L+ght \So2 \
N19H. HATER
tyP•) \
S \
I O SIZED \ Ex.o n Q_M.H.
1 ` Ex. 22.5° bend \ Top 46161.613 --- Ex. 1 \ 24 Inv. Out 4610.0
Zx. 6" DI (class 51) water line
Z I Irrigation
it 0 I \/
a Ives
LU II
II --t Srinkler Line Easement
5' II / 1 x 7' (3 Z Dp15. 1548 pp. 2618/26161 (plat)
II Sign m Z m.
4.00' --SII
Base m
Irrigqation
Vault
0
Ex. water meter Ex.
for 1800 Timberwood Irrigation
Boulevard Box
CAUTIONII
3 Ex. 8"x 6" T5aV EXISTING WATER SERVICE LINE TO 1800 MAY OR055
THE BUILDING SITE. CONTRACTOR TO VERIFY
1 LOCATION AND RELOCATE AS NEGE55ARY.
NV
The locations of the existing landscape features area approximate
This drawing does not show all of the landscaping.
DATE
June 10, 2008
REVISIONS
July 61, 2008
Sept. 1, 2008
April 15, 20061
SCALE
30'
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BRIAN P. SMITH, PE
CIVIL ENGINEEMNG, INC.
WWWUNEDMOR
ITE DOW ° WD pLMHI]H@
105 WEST HIGH STREET
GHARLOTTE5VILLE, VA 22q02
TEL: (434) 2x6-3644
FAX: (434) 2616-2041
bp5pe@embarqmoiI.com
JOB NUMBER
06-004-00
DWG. NAME
Site Plan I bldg A.pro
WEEr
3 of 4Gonter
of
Va I ve
Ex. Storm 130' of 24" RGP 1@ 1.77%
I Ex. E -3A
To 4617.66
I " Inv. Out 4612.4
Ex. DI -3B, L=6'
Top 4x6.60
15' Inv. In (N) 4x1.15
15" Inv. In. (W) 4611.615
24" Inv. In 488.15
24" Inv Out 488.1
DI -315, L =10'
Top 46161.14
12' Inv. In 4613.75
15" Inv. Out 4613.65
Ex. 8" FVC, water line
assumed location only
D.B. 1451 p. Oql (plat)
TMP 46154 - BI
FOREST LAKES GOMMUNITY
ASSOCIATION, ING.
ZONING: R-4, RESIDENTIAL
USE: SOGGER FIELD
D.B. 18761 p. 157,
p. 164-165 (plat)
Ex. Storm 200' of 24" RGP @ 0.c[5%
Soo
Ex. everg,c@en trees
Ex.
Pole
L+ght \So2 \
N19H. HATER
tyP•) \
S \
I O SIZED \ Ex.o n Q_M.H.
1 ` Ex. 22.5° bend \ Top 46161.613 --- Ex. 1 \ 24 Inv. Out 4610.0
Zx. 6" DI (class 51) water line
Z I Irrigation
it 0 I \/
a Ives
LU II
II --t Srinkler Line Easement
5' II / 1 x 7' (3 Z Dp15. 1548 pp. 2618/26161 (plat)
II Sign m Z m.
4.00' --SII
Base m
Irrigqation
Vault
0
Ex. water meter Ex.
for 1800 Timberwood Irrigation
Boulevard Box
CAUTIONII
3 Ex. 8"x 6" T5aV EXISTING WATER SERVICE LINE TO 1800 MAY OR055
THE BUILDING SITE. CONTRACTOR TO VERIFY
1 LOCATION AND RELOCATE AS NEGE55ARY.
NV
The locations of the existing landscape features area approximate
This drawing does not show all of the landscaping.
DATE
June 10, 2008
REVISIONS
July 61, 2008
Sept. 1, 2008
April 15, 20061
SCALE
30'
ALTH p,
S••
PP `
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0
L)TH
fc.d0145g1
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BRIAN P. SMITH, PE
CIVIL ENGINEEMNG, INC.
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105 WEST HIGH STREET
GHARLOTTE5VILLE, VA 22q02
TEL: (434) 2x6-3644
FAX: (434) 2616-2041
bp5pe@embarqmoiI.com
JOB NUMBER
06-004-00
DWG. NAME
Site Plan I bldg A.pro
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3 of 4
Ex.. DI - 3A
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Ex. Street Sign
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Ex. heat pumps
Ex. groupings of trees
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SHRUBS AND PLANTS
I / BOTANICAL NAME
ome
D.B. 145-1 p. oq1 (plat)
LANDSCAPE SCHEDULE
COMMON NAME REMARKS QUANT.
ILEX CRENATA COMPACTA I.IAPANEE E HOLLY 15-18" OAK MULCH PLANTER 4-7
ILEX GRABRA I SHAMROCK I NKBERRY 24" HEDGE, TRIM TO 48" 1?
s
Ex. 8" tree \
3
W W W— W—— W--- W------ W W W W W W
TOTAL =360
Ex. evergreen trees
Ex. Light \
Q Pole \
ILEK CRENATAJ
3
Route 1-121)
TIIMBERWOOD BLVD. (90') -------
The Ior-ations of the existing landscape features area approximate
This drawing does not show all of the landscaping.
DATE
Sept. 1, 2008
REVISIONS
April 14, 200q
SCALE
r=30'
TH p, ON
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Lic. 1 0145G1
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BRIAN P. SMITH, PE
CIVIL ENGINEERNG, INC,
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105 WEST H16H STREET
GHARLOTTE5VILLE, VA 22802
TEL: (434) 286-3644
FAX: (434) 286-2041
bp5pe@embcirqmaIl.com
JOB NUMBER
W •• 1 ••
DWG. NAME
Site Plan I bldg A.pro
SHEET
4 of 4