HomeMy WebLinkAboutSDP200300052 Plan - Approved Letter of Revision 3 2006-12-01I LEGAL REFERENCE: TM 78 PARCEL 73A2
SOURCE OF TITLE FOR PARCEL 73A2: DB 1987-125
OWNER:
PANTOPS GIANT LLC
PO BOX 8147
CHARLOTTESVILLE, VA 22906
DEVELOPER:
GFS REALTY
4733 BETHESDA AVE.
BETHESDA, IMD 20814
ZONING:
PD -MC: PLANNED DISTRICT - MIXED COMMUNITY
EC: ENTRANCE CORRIDOR OVERLAY DISTRICT
l MAGISTERIAL_ DISTRICT: RIVANNA
SOURCE OF BOUNDARY SURVEY: DB 1987 - 125
SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAPH USING USGS DATUM
BENCHMARK: USGS MONUMENT ON US ROUTE 250
SETBACKS:
FRONT YARD: BUILDING -30' FROM PUBLIC R/W
PARKING - 10' FROM PUBLIC R/W
SIDE YARD: NONE
REAR YARD: NONE
MAXIMUM BUILDING HEIGHT: 35'
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL
2" - SM 9.5 SURFACE MATERIAL
SIDEWALKS: 4" - 3000 PSI CONCRETE
DUMPSTER PAD: 6" - 3000 PSI CONCRETE
CURRENT USE: VACANT
PROPOSEDUSE:
i EATING ESTABLISHMENT
PARKING .SCHEDULE:
REQUIRED: 13 PER 1000 SF = 4,850/1000*13 = 63
PROVIDED: 87
PROPOSED USE:
FAST FOOD RESTAURANT
PARKING SCHEDULE:
REQUIRED: 13 PER 1000 SF = 2,700/1000*13 = 35
! PROVIDED: 35
PROPOSED USE:
FINANCIAL INSTITUTION WITH THREE DRIVE-IN AISLES
PARKING SCHEDULE:
REQUIRED: 1 PER 150 SF PLUS 25 SF/AISLE=150+75=225 SF
2,400/225 = 10.7
PROVIDED: 11
TOTAL SPACES: 148 (INCLUDES 6 HANDICAP SPACES)
LAND USE
SCHEDULE:
6
SITE PLAN
3
of
6
PRE -DEVELOPMENT
%
POST -DEVELOPMENT %
BUILDING:
0 SF
5
9,950
SF
8.8%
PAVED:
5,153 SF
4.5%
73,886
SF
65.1%
PERVIOUS:
108,277 SF
95.5%
29,594
SF
26.1%
TOTAL:
113,430 SF
100%
113,430
SF
100%
i
i
APPROVALS-
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PLA KING DEPARTMENT
ZONING DEPARTMENT
03
INSPE l0 S DEPARTMENT/FIE OFFICIAL
.Z Y
SE VICE AUTHORITY
ENGINEERING DEPARTMENT
tip
VIRGINIA DE A TMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
B ARD OF ARCHITECTURAL, REVIEW
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FI FI CI AL
SITE
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SCALE: 1" = 1000'
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1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE
WORK. j
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE AILL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOIWN IS NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET. OF COVER MEASURED FROM THE TOP. OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES,
ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
ALBEMRLE ("'OUNTENGMNEER�Nu` CXNENERAL 1
JC"NONSNTRUC""`�ON NOTEON
d J.S.
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OIBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(V.D.0,1), THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMITSHALL GOVERN.
i
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERMSE NOTED. j
3. EROSION AND SILTATION CONTROIL MEASURES SHALL BI: PROVIDED IN ACCORDANCE NTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO iANY CLEARING, GRADING OR OTHER CONSTRUCTION,
I
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER;; ARE TO BE
ACHIEVED.
I
5. PAVER, RIP -RAP OR STABILIZATtION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIREC;TOR'S DESIGNEE, IT IS DEEMED NECESSARY {N ORDER TO STABILIZE
A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
SP 02-7C Bank
1. The drive through lanes shall be designed in general accord with the improvements that are shown on the preliminary site plan, entitled "Preliminary Site Development Plans for Rivanno Ridge Shopping Center", lost revisdd on
January 'i;', 2003;
2. The drive-through shall be limited to three (3) lanes that follow through to the teller windows and the ATM machine, and an additional lane for bypass traffic;
3. Signage and pavement markings shall be provided at the entrance and exit points of the drive-through lane, subject to Engineering Department approvo to ensure appropriate and safe travel patterns;
4. This s shall be subject to the Architectural Review -Board issuance of a Certificate of Appropriateness;
5. The dri,'o-through structure shoill be located on the south side of the building as illustrated on the site plan;
6.' The drive-through structure shall not exceed three (3) lanes; j
7. The architectural design, materiul and detailing of the ' drive-through structure shall match that of the main bank building;
8. Evergreen screening trees and/or shade trees and evergreen shrubs shall be planted along the eastern property line; and
9. The planting strip to the west of the drive -though lane shall be planted with evergreen screening trees and/or shade trees and evergreen shrubs.
SP 02-76 Fast Food
1. The drive through lanes shall be designed in general accord with the improvements that are shown on the preliminary site plan, entitled "Preliminary Site Development Plans for Rivanno Ridge Shopping Center", lost revised on
January 1.5, 2003;
2. The drive-through shall be limited to a single lane that follows through to the pick-up window and the bypass lane extending to the southern parking lot;
3. Signage and pavement markings shall be provided at the entrance and both exit points of the drive-through lane, subject to Engineering Department approval to ensure appropriate and safe travel patterns;
4. The menu board shall be installed at the south end of the fast food restaurant, and not on the main travelway of the drive-through, which extends between the northern and southern portions of the parking lot;
5. This site shall be subject to thi Architectural Review Board's issuance of a Certificate of Appropriateness;
6. Awnings, canopies, signs, lights ond other elements associated with the drive-through use shall be coordinated with the appearance of the building and shall not be the focus of the design, os determined by the ARB;
7. The planting strip located to the east of the drive-through lane shall be planted with evergreen screening trees; and
8. The planting strip located to the west of the drive-through Ione shall be planted with evergreen screening trees and/or shade trees and evergreen shrubs;
2
of
6
SITE PLAN
3
of
6
UTILITY PLAN
4
of
6
LIGHTING PLAN •
5
of
6
LANDSCAPE PLAN
6
of
6
APPLEBEE'S LANDSCAPE PLAN
i
L E G-1 N D i
I
Benchmark
--W/E---
Existing WateH
ine
---0/[.----
Overhead EleGtrlc
'0'
Power Pole
z
Exist Light Pole
•�
Prop. Light P Ile
MH
Manhole 1
♦---
Limits of Demolition
BPD
Backflow Prevdntion Device
500 Existing Elevation/Contour
[500] Proposed Elevation/Contour
Slopes Greater Than 25%
New Concrete Sidewalk
Existing Concrete Sidewalk
..Y k.. • y �
WIDTH VARIES
CG -2
L 6"- 21A BASE MATERIAL
Typical Pavement Section
Not To Scale
(G'ENERAL NOTES
1. DO NOT SCALE THESE DRAWINGS. USE DIIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMEI NSIONS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
I
3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
I
4. THIS SITE IS NOT LOCATED 1N A RESERVOIR WATERSHED.
5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS ANq PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANbLE.
I
6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL
BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY rROM
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
i
1. ZMA 98-20 REZONED THIS PARCEL TO PD -MC.
2. MAXIMUM NUMBER OF EMPLOYEES WILL 'BE 40.
i
3. SP 02 -070 -BANK DRIVE-THRU AND SP 02-076 RESTAURANT DRIVE-THRU HAVE BEEN APPROVED. CONDITIONS
ARE NOTED ABOVE. !
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4. THE EXISTING SIGN SHALL REMAIN. �
5. TRASH REMOVAL: TWO DUMPSTERS WILL BE PROVIDED AT LOCATIONS SHOWN ON PLAN. f
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6. EXISTING LANDSCAPING CONSISTS PRIMARILY OF GRASS.
7. MAXIMUM AMOUNT OF IMPERVIOUS COVER IS TOTAL OF BUILDINGS I& PAVEMENT.
8. RETAINING WALLS WILL BE FACED WITH BRICK THAT IS COMPATIBLE WITH THE BUILDINGS IN THI$ DEVELOPMENT.
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Revisions: _�
NO. DESCRIPTION DATE
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TM 78 -Par. 12A
r Overlook Land Trust
, Charles Kincannon, Trustee
TM 78-Ptar.11B
DB 896-187 _
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V. S. ROZlt2,2J�0 / TM/7"9'Parcel 73A2
p6ntops Giant, LLC ,
G I Ric*wt d road / 2.604 Acres
Varig le RW i DB 1987-125
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R aining Wall 4,850 SF �
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+ght 2.5' V FFE=536. �t tj TO Go
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Ped
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ATM Lane10' x 15'umpster
8 Wood Fence Encl. STR-3 BYp Lane Do Not Enter
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Use: Retail
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POSITION EDGE OF PRINT ON THIS LINE -
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POSITtONEDSE Of PRINT OTHIS UNE POSITION EDGE OF PRINT ON THIS LINE PMON EDGE OF PRINT 04 THIS LINE
Ts'pe SiteMaster Rowfway &des
Catalog No. Hodkontal Lamp Cutoff Luminaire
APPLICATIONS
Building Perimeters, Parks, Recreation Areas, Parking Areas,
Roadxays, Outdoor Sales Areas, Sport Courts, Outdo& (I 62.4mm.) 90.5mm)
Areas,
CONSTRUCTION
Precision dle-cast alurnint.ni hous-Ing..
One-piece fully gasketed die -cast alumlriLm lens frame.
Construction andgasketing prohibit dust, moisture, and bug
* Toolless entry Into housing lamp chan'iber via doodle ns
frame latch, T Iw t374.6mm)
L
* Corrosion resistant Duraplex. II bronze polyester powder
coated finish,
0 Optional designer finishes alMlable. See Me 281 in the
Excel-ine catalog.
ELECTRICAL ISO to 40D Watt PA) Metal Hallie
Porcelain spring-loaded 4KV pulse rated socket -mogul 100 to 400 Waft M fth Pirmure Solum
High Pmver Factor MA ballast,, 2"
Electrical components mounted to hinged ballast tray. 43'
Statng temperature: LX1,HP,9)-<H-4=, 2,r
lii.irrm)
MA(MH)-29F4-3C'G.
OPTICS
* Orre-plece hldrofbrmed anodLzed aluminum reflector, 1,1 MM)
* Type IV reflector Incorporates segmented inserts.
* 40OW MA Type 11 and IV optics require reduced outer
jacketed tamps.
MOUNTING
• Factory Installed die-cast aluminum arm, 180 9001Registered
Arm wntains integral wiring/splIce chamber via side access.
Key slot design pra4ides one person installation,
Hands-free wiring,
WARRANTY/USTINGS
UL 1572 listed for viet locations.
PuUtshed five year limited warranty,
ORDERING GUIDE EXAMPLE
StAR,
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M& see optionsmtes
17=1 79, EMM D28.) 4 gnd of this!wtiDn, WOO
2&.296(EAMED28) a , 0-240
40=400(EWEIT28) 4w277
4-170
0 g 10 0 ( P D E TZ -4 S3 LX
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25-2U(EDFETUfs) a
0-400(EUETIS) 2
211
-ExceLine Luminaire Schedule
-Projectl RIVANNA RIDGE
-Symbol
Qty
8
Label
A
Arrangement
SINGLE
Lumens
19100
LLF
1.000
Descrilption
SMR252MA
Max/Min
10
B
SINGLE
19100
1,000
SMR253MA
0.00
3
C
SINGLE
19100
1,000
1 SMR254MA
0,0
0.00
I
B2
BACK -BACK
1 19100 _j
—1.000 _[
(2)SMR1253MA
ALL FIXTURES ARE SHOWN MOUNTED AT 19 FEET ABOVE FINISHED FLOOR
ExceLIne Numeric Summary
-Projecti RIVANNA RIDGE
Label
CaLcType
Units
Avg
Max
Min
Avg/Min
Max/Min
Grass Area FC at Perim
Illuminance
Fc
0,56
7,7
0,.0
0.00
0.00
_FC Beyond Prop Line
Illuminance
Fc
0,04
110
0,0
0.00
0,00
-Parking FC at Grade
Illuminance ..,-Fc.
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WC WO
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0
1 2,78
1.15,6...
1 010
1 0100
0100
ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT FINISHED GRADE
ALL FIXTURE TEMPLATES ARE SHOWN AT 0.5 FOR REFERENCE ONLY
CALCULATIONS DO NOT INCLUDE SUPPLEMENTAL LIGHTING FROM BUILDINGS, STREET OR ADJACENT PROPERTIES
LIGHTING WAS GENERATED BY EXCELINE APPLICATIONS ENGINEERING
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CERTIFICATE No.
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S`S'/0NA1.
Revisions:
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1 SPIN Comments
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11.06.03
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44
NLTH
TIMO Y R. MILLER 3__
CERTIFICATE No.
30542
S`S'/0NA1.
Revisions:
NO. DESCRIPTION
DATE
1 SPIN Comments
8.01.
ARB Comments
ARB Comments,
11.06.03
4 ARS Comments
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Sheet No:
(P
or CO)
Vgw tit 2C16:1
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� � s
POSITION EDGE UP PIITN1r0n1t10RG_ .... — _ _ . _.. ._ _ —.. .._� ..........
10YE11GE-OFPA1NrOJTNIS111dE'.._._
ROUTE 250
KEYED NOTE5:
(D Sed edge shall be metal edging, green or black In color, Installed along
the perimeter of all planting beds, including beds adjacent to
concrete curbs and pavement. See Detail Sheet L3.1 -05.
C) All planting areas with color beds or groundcover to be mulched with
clean. shredded hardwood mulch at 9" minimum depth. Rock to be used
In all other planting beds. Rock to be tan to yellow brown washed
river rock.
,—Sleeve typ.
shrubs and Groundcovers
4tti
0
All grass areas to be sodded with turf from a local source and cut the
yl
16
designed/installed by developler
Shamrock inkberry Holly
day of Installation. Contractor is responsible for the initial watering.
1
S Mary Neil Holiy 11
16
lr
Sodded areas shall be raked smooth to finished grade prior to
deeigned/installed by deviloper
Junlperus virginlana'Skyrocket'
+
2-7
Installation.
Grey owl Juniper
'16
Lirlope muscarl'Big Blue'
C-)
Perimeter grass areas to be sodded.
Nandina domestica'Gulfstream'
Gulfstream Nandina
5
Cs 1
General contractor to install 4" PVC Irrigation sleeves, 2' deep
15
Syringa'Miss Kim'
50 Lirlope
23
beneath pavement connecting landscape areas. Contractor must
14 5pirea
6
Vlburnum'Conoy'
verify requirements of local codes, utility companies and governing
officials.
—`~ �`
__ --
_..-- - -
`*a
)
Earth berms and planting islands to be built up with 15-1 a" of
screened topsoil.
Weed Barrier Fabric in all planting beds.
I Princes�,�tolly
.,
A�
Vi
%
Ix
A
3P
+n,
r
q
it
1t
I Ailee Elm
designed/installed by
_
II
�L
,t
1+
It
— 6 ,Abella
If
';
��,,
'1
FL ANTLS S Applebee's Charlottesville, VA
-, 2& Lirlope
Qty Botanical Name Common Name
,—Sleeve typ.
shrubs and Groundcovers
4tti
�,
,.f 1 9 84ue princess Holly II
Abeiia grandiflora
yl
16
designed/installed by developler
Shamrock inkberry Holly
3
1
S Mary Neil Holiy 11
16
lr
Blue Princess Holly
deeigned/installed by deviloper
Junlperus virginlana'Skyrocket'
+
2-7
Juniperus'Grey Owl'
Grey owl Juniper
'16
Lirlope muscarl'Big Blue'
Sig Blue Lirlope
25
Nandina domestica'Gulfstream'
Gulfstream Nandina
5
Pennisetum alopecuroides 'Hameln'
Dwarf Fountain Grass
15
Syringa'Miss Kim'
50 Lirlope
23
V
14 5pirea
6
Vlburnum'Conoy'
Conoy Viburnum
13/6rey Owl Juniper' `;
IX11
L t Rotundaloba 5weetgum
designed/installed by developer
mad and
All perimeter planting designed and installed by the developer.
Refer to developer's plans.
1
NOTES:
1.) Contractor responsible for locating and protecting all underground utilities
prior to digging.
2.) Contractor responsible for protecting existing trees to be saved, from
damage during construction. See Tree Protection Fencing Detail L5.1 - 04.
5.) The Lalndscape contractor shall guarantee all plants Installed for one full
Wear from date of acceptance by the owner. All giants shall be alive and at a
vigorous rate of growth at the end of the guarantee period. The Landscape
contractor shall not be responsible for acts of (Sod or vandalism.
4.) Any plant that is determined dead, in an unhealthy or unsightly condition, lost
Its shape due to dead branches or other symptoms of poor, non -vigorous
growths shall be replaced by the Landscape Contractor with the cost of
replai;tement included in the bid or proposal price.;.
5.) Prior t; o installation, the Landscape Contractor ehali inspect the subgrade,
general site conditions, verify elevations, utility ltacatlons, Irrigation, approve
topeoili provided by General Contractor and observe the site conditions
under iwhlch the work Is to be done. Notify General Contractor of any
unsatlefactory conditions, and work shall not proceed until such conditlon5
have been corrected and are acceptable- to the landscape Contractor.
6.) All plarnting areas with color beds or groundcovel to be mulched with clean
shredded hardwood mulch at a 5" minimum depth. I, River rock to be used in all
other 1planting beds. Rock type to be tan to yellow brown washed river rock,
1 " - 5'e' In size. i
rt.) All annivai and perennial beds to be tilled to a minirhum depth of 15 inches and
amendled with 4 inches of organic material. Mulch color beds with 5" depth of
clean ;shredded hardwood mulch.
8.) Plantlmg holes to be dug a minimum of twice the width of the root ball of bot h
shrub and tree and to be amended with prepared backfill soil mixture (see
note Izelow). Stake all evergreen and deciduous trees., see Tree
5taKlmg/Planting Detail L3.1 - 01.
9.) Prepaired backfill soil mixtures shall be mixed on site In one part topsoil, o me .
part organic material (i.e.. Nature's Helper or ProMix) and one part soil from
excavlated hole. Water thoroughly twice In first �?4 hours and apply mulch
Immedliately.
10) EAtling grass to be removed, if present, and topsoil to be spread smooth
and hand raked to remove ali rocks and debris larger than 1 Inch In diameter
prior Ito laying sod.
1 1.) Soil to be tested to determine fertilizer and lime { eq,ulrements and
distributed prior to laying sod.
12.) sod tfo be delivered fresh (Cut less than 24 hours p rfor to arriving on site),
lad Irnmediately, rolled and watered thoroughly within one hour of installation.
15.) Alchanges to design or plant substitutions are to be authorized by the
Applebee's Construction Manager.
14) Alllanldscape and sod areas to be 100% covered with automatic Irrigation
sy+teim. See sheet L2.1 for Irrigation design.
15.) Tcpsoli used for berming and backfiHfng of planting areas to be screened,
cyan topsoil.
16.,1 Allj&idscaping shall be Installed in conformance With ANSI Z(50, 1, the
"American Standard for Nursery stock", and theaccepted standards of the
-American Association of Nurserymen.
3iir, and Specification
.14" hot.
24" Mgt.
2-1' hot,
21' hot.
4'pot; plant 15" D,C.
1 t3"'hot.
1 Gal.
24" hot.
24" hot.
24" hot:
r — 8�
• I I m
LANDSCAPE PLAN
MANUY LAND DISIGN INC
londscape archileclure
Sl old (enta) stroi alpharekorgQiu 30004
ph 770.442.8171 6 7tt2-1123
mmieyQrtralley{anddesigncan
14
Neighborhood Grill & Bair
1'I1i! dcx ument, and all plats, apectfualiotw,atd other
Infdrmaticmcordained thetevl are the exclusive prorertv of
APPLEBEE'S INTERNATIC)NA1., INC. These doeurnanls ate'
delivorej taud weepled by you to trust and on threxrn,*wd
eoniidwn thel netther throe doosurnis or the irdomution
ecuttramd tharein snit he copied, neprodwe 1, of deheeled
to akhen:, except copies sttanped "CONFIDENTIAL • ".
FOIA CMcTF.LIC' Ti0tN J PROFERI'Y OF AFPLEBEES INTERNATIC)N AL, IN K'."
Nn keProductble asptes (sepuu) 6411 be dtet ributc d %ithout
the 6apt%s wnttan: nownt of APPLMES INTERNATTC•NA L, INC.
1'hq dx ngn ra "nied by these da umnnu and piuttn is tha
e.c ustve property, drerat, snl,'oncepta of APPLEBEF'S
INIERNNNONAI INC. +tui &Ayy wR b, u,.td or ol,ki without
thae xjslR,i wntlnn rnrW1m of APt9,GNidITS IN1 ERNNrIONA1., ITh'.
Thine dorwnents and At ,.opws,vdt he mtutned to
APPLEBEE'S iNTERNA'TtONAL, INC. upon its reyuett.
1PPLEBEE'S 1141 ERNXI 1C? AL, INC,
G 111W
Charlottesville, VA
SCA 6
Rev: 9-23-03
Permit a>:td Bid 8-21-03
August 1, 2003
�$sw 11116-3
AUG 2 9 2006
shrubs and Groundcovers
6
Abeiia grandiflora
Glossy Abeiia
16
flex giabra'5hamrock'
Shamrock inkberry Holly
3
Ilex Vue Prince'
Blue Prince Holly
16
ilex'$lue Princess'
Blue Princess Holly
2
Junlperus virginlana'Skyrocket'
Skyrocket Juniper
2-7
Juniperus'Grey Owl'
Grey owl Juniper
'16
Lirlope muscarl'Big Blue'
Sig Blue Lirlope
25
Nandina domestica'Gulfstream'
Gulfstream Nandina
5
Pennisetum alopecuroides 'Hameln'
Dwarf Fountain Grass
15
Syringa'Miss Kim'
Miss KIM Lilac
23
5piraea'Neon Flash'
Neon Flash Spirea
6
Vlburnum'Conoy'
Conoy Viburnum
All perimeter planting designed and installed by the developer.
Refer to developer's plans.
1
NOTES:
1.) Contractor responsible for locating and protecting all underground utilities
prior to digging.
2.) Contractor responsible for protecting existing trees to be saved, from
damage during construction. See Tree Protection Fencing Detail L5.1 - 04.
5.) The Lalndscape contractor shall guarantee all plants Installed for one full
Wear from date of acceptance by the owner. All giants shall be alive and at a
vigorous rate of growth at the end of the guarantee period. The Landscape
contractor shall not be responsible for acts of (Sod or vandalism.
4.) Any plant that is determined dead, in an unhealthy or unsightly condition, lost
Its shape due to dead branches or other symptoms of poor, non -vigorous
growths shall be replaced by the Landscape Contractor with the cost of
replai;tement included in the bid or proposal price.;.
5.) Prior t; o installation, the Landscape Contractor ehali inspect the subgrade,
general site conditions, verify elevations, utility ltacatlons, Irrigation, approve
topeoili provided by General Contractor and observe the site conditions
under iwhlch the work Is to be done. Notify General Contractor of any
unsatlefactory conditions, and work shall not proceed until such conditlon5
have been corrected and are acceptable- to the landscape Contractor.
6.) All plarnting areas with color beds or groundcovel to be mulched with clean
shredded hardwood mulch at a 5" minimum depth. I, River rock to be used in all
other 1planting beds. Rock type to be tan to yellow brown washed river rock,
1 " - 5'e' In size. i
rt.) All annivai and perennial beds to be tilled to a minirhum depth of 15 inches and
amendled with 4 inches of organic material. Mulch color beds with 5" depth of
clean ;shredded hardwood mulch.
8.) Plantlmg holes to be dug a minimum of twice the width of the root ball of bot h
shrub and tree and to be amended with prepared backfill soil mixture (see
note Izelow). Stake all evergreen and deciduous trees., see Tree
5taKlmg/Planting Detail L3.1 - 01.
9.) Prepaired backfill soil mixtures shall be mixed on site In one part topsoil, o me .
part organic material (i.e.. Nature's Helper or ProMix) and one part soil from
excavlated hole. Water thoroughly twice In first �?4 hours and apply mulch
Immedliately.
10) EAtling grass to be removed, if present, and topsoil to be spread smooth
and hand raked to remove ali rocks and debris larger than 1 Inch In diameter
prior Ito laying sod.
1 1.) Soil to be tested to determine fertilizer and lime { eq,ulrements and
distributed prior to laying sod.
12.) sod tfo be delivered fresh (Cut less than 24 hours p rfor to arriving on site),
lad Irnmediately, rolled and watered thoroughly within one hour of installation.
15.) Alchanges to design or plant substitutions are to be authorized by the
Applebee's Construction Manager.
14) Alllanldscape and sod areas to be 100% covered with automatic Irrigation
sy+teim. See sheet L2.1 for Irrigation design.
15.) Tcpsoli used for berming and backfiHfng of planting areas to be screened,
cyan topsoil.
16.,1 Allj&idscaping shall be Installed in conformance With ANSI Z(50, 1, the
"American Standard for Nursery stock", and theaccepted standards of the
-American Association of Nurserymen.
3iir, and Specification
.14" hot.
24" Mgt.
2-1' hot,
21' hot.
4'pot; plant 15" D,C.
1 t3"'hot.
1 Gal.
24" hot.
24" hot.
24" hot:
r — 8�
• I I m
LANDSCAPE PLAN
MANUY LAND DISIGN INC
londscape archileclure
Sl old (enta) stroi alpharekorgQiu 30004
ph 770.442.8171 6 7tt2-1123
mmieyQrtralley{anddesigncan
14
Neighborhood Grill & Bair
1'I1i! dcx ument, and all plats, apectfualiotw,atd other
Infdrmaticmcordained thetevl are the exclusive prorertv of
APPLEBEE'S INTERNATIC)NA1., INC. These doeurnanls ate'
delivorej taud weepled by you to trust and on threxrn,*wd
eoniidwn thel netther throe doosurnis or the irdomution
ecuttramd tharein snit he copied, neprodwe 1, of deheeled
to akhen:, except copies sttanped "CONFIDENTIAL • ".
FOIA CMcTF.LIC' Ti0tN J PROFERI'Y OF AFPLEBEES INTERNATIC)N AL, IN K'."
Nn keProductble asptes (sepuu) 6411 be dtet ributc d %ithout
the 6apt%s wnttan: nownt of APPLMES INTERNATTC•NA L, INC.
1'hq dx ngn ra "nied by these da umnnu and piuttn is tha
e.c ustve property, drerat, snl,'oncepta of APPLEBEF'S
INIERNNNONAI INC. +tui &Ayy wR b, u,.td or ol,ki without
thae xjslR,i wntlnn rnrW1m of APt9,GNidITS IN1 ERNNrIONA1., ITh'.
Thine dorwnents and At ,.opws,vdt he mtutned to
APPLEBEE'S iNTERNA'TtONAL, INC. upon its reyuett.
1PPLEBEE'S 1141 ERNXI 1C? AL, INC,
G 111W
Charlottesville, VA
SCA 6
Rev: 9-23-03
Permit a>:td Bid 8-21-03
August 1, 2003
�$sw 11116-3
AUG 2 9 2006
ABBEY ROAD
.i11 1 i 'i•.11
_fv1P 737�3tAI
PANTOPS
1 LRE
EVISED PER COUNTY ZONING INSPECTOR COMMENTS 11 13 06HD
DAW PAB
REV. No.: OfJ: DATE: AWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the speciiic purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley–Horn and Associates, Inc. shrill be without liability to Kimley–Horn and Associates, Inc.
Copyright Kimley–Horn and Associates, Inc., 2005
-1-Pr A FFI
.veww
®4 OF
7-6, 8-7
79 76
`,.Ill ,,' 1NIA: OR- C '7�APA:,jNIY INC
CAR WASH '
—S38 14'00 ON
239.24
A 04
tali-}eT e: rlrp., (' '"',C;nlsN,#", i�":i,r1
EXISTING, GAS '.-'TAPON,
/f.. "=."Y,NItlKC::'�e::';." S ..e�.m, ...e... .•...®,»,®.:.+-d...+..._�...o m...� ...ems ..�,«..,s.+ w..a ..,.....
PREPARED IN THE OFFICE OF:
� Kimley-Horn
� and Associd'fttes, Inc.
P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068
PHONE: (919) 677-2000 FAX (919) 677-2050
CLI EN T:
TITLE:
kik
GENERAL SITE NOTES:
1, CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF EXCESS MATERIAL
OFF—SITE.
2, ALL WATER AND SANITARY SEWER SERVICE LINES TO BE INSTALLED PER ALBEMARLE
COUNTY UTILITIES DEPARTMENT CONSTRUCTION SPECIFICATIONS. THE CONTRACTOR
SHALL COORDINATE WITH ALBEMARLE COUNTY UTILITIES INSPECTOR, OR
INSTALLATION OF WATER AND SEWER SERVICES,
3. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RIELOCATE
AS NECESSARY IF NEW GRADING SHOWN CAUSES UTILITY DEPTHS BELOW MIINIMUM
COVER REQUIREMENTS,
4. SPOT ELEVATIONS AT CURB AND GUTTER LOCATIONS ARE GUTTER ELEVATIONS AT
FACE OF CURB, UNLESS OTHERWISE NOTED,
5. ALL IRRIGATION SLEEVES SHALL BE 4" PVC..ALL LIGHTING SLEEVES SMALL ®E 1
1/2" PVC, AS INDICATED. ALL SLEEVE DEPTHS SHALL BE 24 INCHES. MINIMUM,
(SLEEVE LOCATIONS WILL BE SHOWN ON FINAL PLANS SUBMITTAL).
6. ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEMA AS
SHOWN,
7, ALL PARKING LOT ISLANDS AND PENINSULAS SHALL BE FINISH GRADED TO (PROVIDE
FOR POSITIVE DRAINAGE (MINIMUM 2%),
8, PLUMBING CONTRACTOR TO COORDINATE CONNECTION OF ROOF DRAINS AND) YARD
INLETS TO STORM DRAINAGE SYSTEM WITH GENERAL CONTRACTOR.
9. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CU:RRE—NT
ALBEMARLE COUNTY STANDARD SPECIFICATIONS AND DETAILS,
10, A PRE—CONSTRUCTION CONFERENCE SHALL BE REQUIRED.
11. THERE ARE NO WETLANDS ON SITE.
12, THE CONTRACTOR SHALL OBTAIN A LAND DISTURBING PERMIT FROM AI .EM14RLE
COUNTY PRIOR TO ANY LAND DISTURBING ACTIVITIES.
13, SIGN PERMIT TO BE OBTAINED BY OTHERS.
GENERAL WATER & SEWER NOTES:
1. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES,
SITE LEG EN D
SPILL CURB
EXISTING CONCRETE/SIDEWALK
PROPOSED CONCRETE/SIDEWALK
PROPOSED CONCRETE
�8 PARKING SPACES
FIRST CITIZENS BANK
SITE PLAN
GENERAL NOTES
1, THE CONTRACTOR SHALL NOTIFY THE COUNTY PRIOR TO MAKING ANY
ADJUSTMENTS TO THE WATER OR SEWAGE SYSTEMS,
2. THE CONTRACTOR SHALL NOTIFY THE DEVELOPMENT INSPECTOR AT LEAST 72
HOURS PRIOR TO STARTING WORK ON THE PROJECT.
3, A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE ENGINEER PRIOR TO
DOING ANY UTILITY WORK WITHIN EXISTING RIGHT—OF—WAY.
4, ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR EXTERIOR WALL
OF BUILDING, UNLESS OTHERWISE NOTED..
5, PARKING LOT PAVING SHALL CONSIST OF: 6" VDOT TYPE 1, NO 21A AGGREGATE
BASE AND 2" SM -9.5A SURFACE COURSE, ALL BITUMINOUS PAVEMENTS AND
BASE MATERIAL SHALL CONFORM TO VDOT STANDARDS AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH VDOT CONSTRUCTION SPECIFICATIONS.
6, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY MISS UTILITY LOCATION SERVICE AT 1-800-552-7001 FOR PROPER
IDENTIFICATION OF.EXISTING UTILITIES WITHIN THE PROJECT SITE, CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB &
GUTTER, PAVEMENT, ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION,
DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF
WORKMANSHIP FOUND IN THE ORIGINAL ITEM,
7, THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
8, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AWAY FROM BUILDING
UNLESS OTHERWISE NOTED,
9, ALL CONCRETE, BITUMINOUS PAVEMENT AND BASE MATERIAL SHALL CONFORM TO
VDOT STANDARDS,
10, ALL CONCRETE CURB AND GUTTER SHOWN SHALL BE 2'-0", UNLESS OTHERWISE
SHOWN,
11. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION
OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
12, CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING LANDSCAPING AND
COORDINATION WITH OWNER FOR THE INSTALLATION OF DRIVE—THRU VACUUM
TUBES.
13. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES.
SITE DATA
TOTAL DISTURBED AREA =
0.13 ACRE
IMPERVIOUS AREA PROPOSED) =
4,927 SF*
541,61
3,441 SF*
PERVIOUS AREA =
/f.. "=."Y,NItlKC::'�e::';." S ..e�.m, ...e... .•...®,»,®.:.+-d...+..._�...o m...� ...ems ..�,«..,s.+ w..a ..,.....
PREPARED IN THE OFFICE OF:
� Kimley-Horn
� and Associd'fttes, Inc.
P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068
PHONE: (919) 677-2000 FAX (919) 677-2050
CLI EN T:
TITLE:
kik
GENERAL SITE NOTES:
1, CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF EXCESS MATERIAL
OFF—SITE.
2, ALL WATER AND SANITARY SEWER SERVICE LINES TO BE INSTALLED PER ALBEMARLE
COUNTY UTILITIES DEPARTMENT CONSTRUCTION SPECIFICATIONS. THE CONTRACTOR
SHALL COORDINATE WITH ALBEMARLE COUNTY UTILITIES INSPECTOR, OR
INSTALLATION OF WATER AND SEWER SERVICES,
3. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RIELOCATE
AS NECESSARY IF NEW GRADING SHOWN CAUSES UTILITY DEPTHS BELOW MIINIMUM
COVER REQUIREMENTS,
4. SPOT ELEVATIONS AT CURB AND GUTTER LOCATIONS ARE GUTTER ELEVATIONS AT
FACE OF CURB, UNLESS OTHERWISE NOTED,
5. ALL IRRIGATION SLEEVES SHALL BE 4" PVC..ALL LIGHTING SLEEVES SMALL ®E 1
1/2" PVC, AS INDICATED. ALL SLEEVE DEPTHS SHALL BE 24 INCHES. MINIMUM,
(SLEEVE LOCATIONS WILL BE SHOWN ON FINAL PLANS SUBMITTAL).
6. ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEMA AS
SHOWN,
7, ALL PARKING LOT ISLANDS AND PENINSULAS SHALL BE FINISH GRADED TO (PROVIDE
FOR POSITIVE DRAINAGE (MINIMUM 2%),
8, PLUMBING CONTRACTOR TO COORDINATE CONNECTION OF ROOF DRAINS AND) YARD
INLETS TO STORM DRAINAGE SYSTEM WITH GENERAL CONTRACTOR.
9. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CU:RRE—NT
ALBEMARLE COUNTY STANDARD SPECIFICATIONS AND DETAILS,
10, A PRE—CONSTRUCTION CONFERENCE SHALL BE REQUIRED.
11. THERE ARE NO WETLANDS ON SITE.
12, THE CONTRACTOR SHALL OBTAIN A LAND DISTURBING PERMIT FROM AI .EM14RLE
COUNTY PRIOR TO ANY LAND DISTURBING ACTIVITIES.
13, SIGN PERMIT TO BE OBTAINED BY OTHERS.
GENERAL WATER & SEWER NOTES:
1. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES,
SITE LEG EN D
SPILL CURB
EXISTING CONCRETE/SIDEWALK
PROPOSED CONCRETE/SIDEWALK
PROPOSED CONCRETE
�8 PARKING SPACES
FIRST CITIZENS BANK
SITE PLAN
GENERAL NOTES
1, THE CONTRACTOR SHALL NOTIFY THE COUNTY PRIOR TO MAKING ANY
ADJUSTMENTS TO THE WATER OR SEWAGE SYSTEMS,
2. THE CONTRACTOR SHALL NOTIFY THE DEVELOPMENT INSPECTOR AT LEAST 72
HOURS PRIOR TO STARTING WORK ON THE PROJECT.
3, A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE ENGINEER PRIOR TO
DOING ANY UTILITY WORK WITHIN EXISTING RIGHT—OF—WAY.
4, ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR EXTERIOR WALL
OF BUILDING, UNLESS OTHERWISE NOTED..
5, PARKING LOT PAVING SHALL CONSIST OF: 6" VDOT TYPE 1, NO 21A AGGREGATE
BASE AND 2" SM -9.5A SURFACE COURSE, ALL BITUMINOUS PAVEMENTS AND
BASE MATERIAL SHALL CONFORM TO VDOT STANDARDS AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH VDOT CONSTRUCTION SPECIFICATIONS.
6, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY MISS UTILITY LOCATION SERVICE AT 1-800-552-7001 FOR PROPER
IDENTIFICATION OF.EXISTING UTILITIES WITHIN THE PROJECT SITE, CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB &
GUTTER, PAVEMENT, ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION,
DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF
WORKMANSHIP FOUND IN THE ORIGINAL ITEM,
7, THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
8, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AWAY FROM BUILDING
UNLESS OTHERWISE NOTED,
9, ALL CONCRETE, BITUMINOUS PAVEMENT AND BASE MATERIAL SHALL CONFORM TO
VDOT STANDARDS,
10, ALL CONCRETE CURB AND GUTTER SHOWN SHALL BE 2'-0", UNLESS OTHERWISE
SHOWN,
11. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION
OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
12, CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING LANDSCAPING AND
COORDINATION WITH OWNER FOR THE INSTALLATION OF DRIVE—THRU VACUUM
TUBES.
13. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES.
SITE DATA
TOTAL DISTURBED AREA =
0.13 ACRE
IMPERVIOUS AREA PROPOSED) =
4,927 SF*
IMPERVIOUS AREA EXISTING) =
3,441 SF*
PERVIOUS AREA =
672 SF
PERCENT IMPERVIOUS (ON—SITE) =
88.0%
EXISTING USE:
VACANT
PROPOSED USE:
FINANCIAL INSTITUTION
BUILDING GROSS FLOOR AREA:
1,514 Sl
PROPOSED BUILDING HEIGHT
24' — 5"
SETBACK
FRONT (BUILDING)=
30' FROM PUBLIC R/W
FRONT (PARKING)= PARKING 10' FROM PUBLIC R/W
SIDE YARD (STREET) =
NONE
SIDE YARD (INTERIOR) =
NONE
REAR YARD =
NONE
PROPERTY ID # PD—MC: PLANNED
DISTRICT—MIXED COMMUNITY
EC: ENTRANCE CORRIDOR OVERLAY DISTRICT
ZONING —
PARKING REQUIRED
(1 Space / 300 SF) 1,514 x 1/300 SF =5 SPACES) 5 SPACES
PARKING PROVIDED (INCLUDES i HC) 15 SPACES
NOTE:
*1, SITE PERVIOUS/IMPERVIOUS CALCULATION COMPLETED IN ORIGINAL APPROVED
CONSTRUCTION DOCUMENTS, PERVIOUS/IMPERVIOUS CALCULATIONS SHOWN
ABOVE REPRESENT THE REVISED AREA ONLY AND DO NOT REFLECT THE TOTAL
FOR THE SITE,
*2. THE TOTAL IMPERVIOUS AREA HAS BEEN REDUCED AND THE TOTAL PERVIOUS
AREA HAS BEEN INCREASED AS PER THESE REVISED CONSTRUCTION DRAWINGS.
N_. �y_:-..ry,,
JP h
'IC tf f�e�x.��isdi
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 Incl? = 20'
MAP NOTE:
ALL EXISTING TOPOGRAPHIC AND BACKGROUND INFORMATION
TAKEN FROM TOPOGRAPHICAL SURVEY PREPARED BY
ROUDABUSH GALE & ASSOCIATES. DATED 3/8/06.
N00 V .), 4 2006-
"tL
5/22/06
PROJECT: RIVANNA RIDGE
;..
HORIZONTAL SCALE:
:T
1"=20)
SHOPPING E
ERTICAL SCALE:
ALBEMARLE COUNTY, VA
DRAWN BY:
DAY
DESIGNED 8Y:
4Er• �
%�
ATTACHED REFERENCE FILES:
JOB NUMBER:
01 1 7371 07
SHEET NUMBER:
1105 9)
CHECKEDBY�
PAB
N00 V .), 4 2006-
U.S. ROUTE 250 — RICHMOND ROAD
TRAFFIC
BOX
q.
S5f 515'31'E df0.07' 5'. SIpEWALH : o...• 8.. - - - -
-_SET 18, ITE 76A87'
/ i SIGN \ /
CG-2
ASPHALT
/ / •�-
TMP 78-7B
< 47 VIRGINIA
/ OIL COMPANY, INC.
\ CONCRETE 0
CAMP BASE CURB / I
NCR
_ nnn OLAM, ASE I
\\ I (/ I .N PARSIGNT h6.
CONCRETE CG-
I / I
LAMP BAS \
r �' � _ _g°n I CG -2' I•
\ ASPHALT - \ I /
NOV 14 2006
CC'-
ASPHALT
T•�
/ /
GRAVEL
C NC7E
MPREBASE
Y5 9
-
\
I
EXISTING-
�(TO BE REMOVED)
( BE
TMP 78-73A2
PANTOPS GIANT, LLC
n
G-2 \
I I
CURB TO BE
PE'MOVED
EXISTING
REL�gTEp)
/
CONC. WALK
I
11-2
CURB TO BE \
RB CUT
\
L
_
REMOVED
'
I" CEDARS (6)
ES
DEMOLITION NOT;
10 BENREMOVIFD PAVEMENT
2"' VENT
EXISTING
CAR WASH
REMOVE OFF-SITE
\
I
PIIPE
VENT PIPE TO \ IN
- BUILDING
{
1. THE CONTRACTOR SHALL DEMOLISH AND
ALL FACILITES (IF ANY) WITHIN THE PROJECT SITE TO INCLUDE
'
CONCRETE
H
C.O. BE REMOVED �-��
S38 f4"DO'N
BUILDING, CONCRETE STRUCTURES ABOVE GROUND AND
FOUNDATION SITE LIGHTING STRUCTURES, PAVEMENTS AND
..
LAMP BASE
�.
ASPHALT
233.24'
,
ALL SECONDARY UTILITIES. ALL MATERIALS SHALL BE
VJ
PROPERLY DISPOSED OF PER VA. REGULATIONS.
ELEC.
PED,
a 33.73'
2. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION
OPERATIONS THAT SERVE ACTIVITIES OTHER THAN THE
�r
_
FIRST CITIZENS BANK SITE SHALL BE PROPERLY PRESERVED
\
Ip
EXISTNG PAVEMENT I�
I
AND PROTECTED.
DROP INLET
I 751' 18" HDPE
sD
TO BE REMOVED
•
CG -6
EXISTING GAS STATION
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE
TOP - 540.5
SD
SD
•I
& RESTAURANT
OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS
OPERATIONS.
I.L= 536.73
LO.= _IlIt
\
O CONCRETE (,
DISCOVERED DURING DEMOLITION
SQJ
�Sa
LAMP BASE } I'
5Z, "`etiSSS222///
N
�
WATER
VAULT
4. REMOVE AND DISPOSE OF EXISTING ON-SITE VEGETATION
5A�
\
VACUUM
5. THE CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY
PROVIDER FOR RELOCATION OF POWER POLES,
sk
J
DROP I
LE7
CG -2
I
CONCRETE
TOP =
I'D—
44.25
1
LAMP BASE
CONCR
LAMP
TE
ASE
t
I
�I
I
I II%FENCE BRICK
-_
PAINTED CROSS�y/A
/1
WALL
�-.SAI
ASPHALTTEMPORAR
DUMPSTE___
/20' SANITARY SEWER EASEM T
ELEC. SERVICE
\
MFF-
TOP = 539.96
\
-SAN-UH
- -
TOP = 547.87
5 1.1,= 529.01
(
GONC ETE <o
O LAMP BASE
LI: 541.61
1.9= 528.90
233. 'PVC
b
W.V.
\
1
(
I.O.= 541,46
._.-----SS----��—
_t
-
'__
go _-
.S -
W.y
___SS
-SS-----SS
/ /
__ -SS-*_DROP
INLET J
- —'1.P 95359
-J,
_-
-
\
�
.I TELE. L
IRAN !
ONDBETE_
LAMP�BASE
1.1.=535.55-5'.3TDEWALK_,
-- —
_ - -
- - C -72
LE.
_PBD.
F
V.
8.4' OF 18 "HDPE-
DROP�INCET
CG -6 "DROP1NLET—
- / CG -12
SCG -6
_
® 8.21$
—
ROAD
TOP = 542.31 ,
FI -534-81
.1- 533.91 15'
TOP = 544.64
535*4—
N51 317 I.O.- 535.04.
134.4® 0.92% 317.80'
W.V.
PAINTED CROSSWALK
mss— _
BENCHMARK
_ _ _ _
_
0
30' iNGRESS/EGRESSABBEY
EASEMENT (PRIVATE)
wa j0.=55338724 5R
20' RAINAGE EASEMENT a' / /
�
RIGHT fRONT BONNET BOLT ON FIRE HYDRANT
/
E,EGATION = 547.14
h
TMP 78-73A1
PANTOPS GIANT, LLC
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
-
1 Inch = 20'
MAP NOTE:
ALL EXISTING TOPOGRAPHIC AND BACKGROUND INFORMATION
TAKEN FROM TOPOGRAPHICAL SURVEY PREPARED BY
ROUDABUSH GALE & ASSOCIATES, DATED 3/8/06.
_
PREPARED IN THE OFFICE OF;
CLENT;�"y,L&:Y
LT44A.
IAT5 22 06
PROJECT:
RIVANNA RIDGE
Kimley-Horn
FIRST CITIZENS
BANK
�,,�
�i
ED"
�.naa� sanLc
—CAL
N/A
SHOPPING CENTER
1 REVISED PER COUNTY ZONING INSPECTOR COMMENTS 11/13/06 DAW PAB
and Associates Inc.
TTLE�
PETER A. 3 5°
NO.Oa2023
paav+N er:
DAW
A E M A R L E COUNTY, V A
R`"s'°' °""' DRAM By. "`°K`° BY:EXISTING
Reuse
CONDITIONS
AND
IO�
aEs�a�Ep eY
`�/
chis document, fogefh& with the concepts and designs presented herein, as a instrument of service, is intended only for the specific purpose and client for which if was prepared.
of and improper reliance on this document without written authorization and adaptation by Kimley-Ham and Associates, Inc. shall be without liability to Kimley-Ham and Associates, Ino.
P.O. BOX 33068 - FALEKaH, NoaTH cARouNA 27636-3068
DEMOLITION PLAN
W
��
PA6
a"E�"`PAB
T'A`"`° eEFEnE"" `"`�:
I'll
SHEEC4ER:
Copyright Kimley—Norm and Associntee, Inc, 2005
PHONE (919) 677-2000
FAX: (919) 677-2050
,�®�"�
as®ab
NOV 14 2006
5151 155 113:1I ,10, 0 7'
4
E
jp TIE TO 7\
ii EXISTI
A
MATO
EXIS NG
PA EMENT
A
s53 �18'i I "E_ 7_6�7k
MATCH EXISTING
TOP OF CURB
ELEVATION
EXISTING
5486),"j
51 r 544.86
00
CO -2
543.93
4" PVC -
I WATER SERVICE
CONNECT TO EXIST,
r'l WATER SERVICE
FIELD VERIFY)
KISTIN 1 WATER SERVICE
- 1"�# 11
ELEG, CO-4—
A.'D 1 4
T d1 '1 - , ? _. -.7 e3
V!F"�_i'i�NIIA COMPANY, im'c'
FFIS 1 56.41 MENS SAW RELOCATED
t5w 80. FT. R DAMP BASE
CO -3 FTE -W.00 TIE TO
CO—S1 C0_7 —,/ EXISTING
14.25 644 5d-" 544,s5;'
. - f
4pi4 SANITARY,-,`,, ,
,ti SEWER SERVICE
SEWER SERVICE'-_
FIELD.,VERI
4A3
CO -6
_j
4" PVC
3" PVC
a
v
I 11-,
1�
MATCH
PAVEMENT 4 1 4�
AVEMENT
FFjAR-l" Q,)
CAR �NASH
—,536 14'00 V
233.24'
3 544.48 /5473
6 " PVC -J <D
INLET MATCH EXISTING
TECtON
PRO
vo'p s'D ------ PAVEMENT
5 `0`3' 6 3 010NO WAI.."
41,
L 11A CK)
4"
41
'e
L
DROP "GONCRET
P P
4,
0
"I C;' \ EXISTING 11—)�'
BA'31 EXISTING 4',, SANITARY
DOMESTIC WATER SEWER SERVICE
1.i
SERVICE V
41.
ASPl
'7
ZI! SANUTA17Y SE",AfER, EAS!-_J/;EN7
4,
A
4 ','
I EXISTING
E
WATER ASE
.j. r c)
METERS 541.4.6,
V,
SS— SS— SS— �4
SS SS
SS cn� S ss -
4 -T
_J
j AN �p
'"4 017,D-
Ei ASE
... ........ .
'11:1r,": .. . ..... ... ....
. .. .........
-7
ik
C 12
ABBEY ROAD317.80'
<11F/�,')3'-Flf !Pr N� F -T �".rq -T
oi"�
A
-".) "D 'D
A
r�, 1,4.
73 A 1
ROOF DRAINS COLLECTION SYSTEM
"CO" DENOTES CLEAN OUT, SEE DETAIL SHEET CS
CO NO.
FIN, GDS,
INV, EL,
PIPE LEN,±
SIZE
& SLOPE REMARKS
CO -11
544,27
540.71
34,
4"
PVC 0 1,007.
CO -2
543,95
_,\MNP tj
14'
4"
PVC 0 1,007.
CO -3
544.18
540.23
35'
6'
PVC 0 1,007.
CO -4
544,21
539.88
32'
80
PVC 0 1,00% IEXIST, INLET INV IN=539,56
CO -5
544.27
ASI 'HA'_'!
33'
4"
PVC 0 1.007.
CO -6
545.12
540.69
9'
4"
PVC 0 1,00%
CO -7
544.75
540.60
34,
6"
PVC 0 1,00%
CO -8
2
540.26
38'
60
PVC 0 1,007. TIE TO CO -4 INV=539.88
V,
jp TIE TO 7\
ii EXISTI
A
MATO
EXIS NG
PA EMENT
A
s53 �18'i I "E_ 7_6�7k
MATCH EXISTING
TOP OF CURB
ELEVATION
EXISTING
5486),"j
51 r 544.86
00
CO -2
543.93
4" PVC -
I WATER SERVICE
CONNECT TO EXIST,
r'l WATER SERVICE
FIELD VERIFY)
KISTIN 1 WATER SERVICE
- 1"�# 11
ELEG, CO-4—
A.'D 1 4
T d1 '1 - , ? _. -.7 e3
V!F"�_i'i�NIIA COMPANY, im'c'
FFIS 1 56.41 MENS SAW RELOCATED
t5w 80. FT. R DAMP BASE
CO -3 FTE -W.00 TIE TO
CO—S1 C0_7 —,/ EXISTING
14.25 644 5d-" 544,s5;'
. - f
4pi4 SANITARY,-,`,, ,
,ti SEWER SERVICE
SEWER SERVICE'-_
FIELD.,VERI
4A3
CO -6
_j
4" PVC
3" PVC
a
v
I 11-,
1�
MATCH
PAVEMENT 4 1 4�
AVEMENT
FFjAR-l" Q,)
CAR �NASH
—,536 14'00 V
233.24'
3 544.48 /5473
6 " PVC -J <D
INLET MATCH EXISTING
TECtON
PRO
vo'p s'D ------ PAVEMENT
5 `0`3' 6 3 010NO WAI.."
41,
L 11A CK)
4"
41
'e
L
DROP "GONCRET
P P
4,
0
"I C;' \ EXISTING 11—)�'
BA'31 EXISTING 4',, SANITARY
DOMESTIC WATER SEWER SERVICE
1.i
SERVICE V
41.
ASPl
'7
ZI! SANUTA17Y SE",AfER, EAS!-_J/;EN7
4,
A
4 ','
I EXISTING
E
WATER ASE
.j. r c)
METERS 541.4.6,
V,
SS— SS— SS— �4
SS SS
SS cn� S ss -
4 -T
_J
j AN �p
'"4 017,D-
Ei ASE
... ........ .
'11:1r,": .. . ..... ... ....
. .. .........
-7
ik
C 12
ABBEY ROAD317.80'
<11F/�,')3'-Flf !Pr N� F -T �".rq -T
oi"�
A
-".) "D 'D
A
r�, 1,4.
73 A 1
ROOF DRAINS COLLECTION SYSTEM
"CO" DENOTES CLEAN OUT, SEE DETAIL SHEET CS
CO NO.
FIN, GDS,
INV, EL,
PIPE LEN,±
SIZE
& SLOPE REMARKS
CO -11
544,27
540.71
34,
4"
PVC 0 1,007.
CO -2
543,95
540,37
14'
4"
PVC 0 1,007.
CO -3
544.18
540.23
35'
6'
PVC 0 1,007.
CO -4
544,21
539.88
32'
80
PVC 0 1,00% IEXIST, INLET INV IN=539,56
CO -5
544.27
541.02
33'
4"
PVC 0 1.007.
CO -6
545.12
540.69
9'
4"
PVC 0 1,00%
CO -7
544.75
540.60
34,
6"
PVC 0 1,00%
CO -8
544,77
540.26
38'
60
PVC 0 1,007. TIE TO CO -4 INV=539.88
"CO" DENOTES CLEAN OUT, SEE DETAIL SHEET C8
CO NO, FIN, GIDS, INV, EL, PIPE LEN,± REMARKS
CO—S1 544.23 541.00 16, INV,=540.84 0 11,00% EX, co (VERIFY)
LEGEND
IPF
IRON PIPE FOUND
— 348
PROPOSED CONTOURS
EXISTING CONTOURS
• CO—SI
SANITARY SEWER CLEANOUT
• CO -1
STORMWATER CLEANOUT
INLET PROTECTION
_W_
PROPOSED WATER SERVICE
— Wi- —
EXISTING WATER SERVICE/ MAIN
C_'A _ Uri
EXISTING GAS MAIN
OHP
EXISTING OVERHEAD POWER
_SS_
PROPOSED SANITARY SEWER SERVICE
—SS—
EXISTING SANITARY SEWER SERVICE
X 869.81
PROPOSED SPOT ELEVATIONS
EXISTING SPOT ELEVATIONS
GRAPHIC SCALE
20 0 10 20 40
IN FEET
1 Inch = 20'
MAP NOTE:
ALL EXISTING TOPOGRAPHIC AND BACKGROUND INFORMATION
TAKEN FROM TOPOGRAPHICAL SURVEY PREPARED BY
ROUDABUSH GALE & ASSOCIATES. DATED 3/8/06.
DA I E:
PREPARED IN THE OFFICE OF: CLIENT:
PROJECT:
5/22/06
RIVANNARIDGE
"i HORIZONTAL SCALE:
1'0=20)
KimIey-Horn FIRST CITIZENS BANK
VERTICAL SCALE:
PEIIER & N/A SHOPPING CENTER
1 REVISED PER COUNTY ZONING INSPECTOR COMMENTS 11 13 06 DAW PAB DRAWN BY:
- 01 N
REV. N DATE: DRAWN BY: CHECKED BY: and Associates, Inc. TITLE: Nh 03? 23 DAW
This document together with GRADING, DRAINAGE, UTILITY T-" e�' DESIGNED BY: ALBEMARLE COUNTY VA
the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared, Reuse PAB
JOB NUMBER: SHEET NUMBER:
X CHECKED BY: 011737107
Copyright coley—Horn and Associates, Inc., 2005 PAB ce
improper
PHONE: (919) 677-2000 FAX. (9*) 677-2050 SE -7
i�o
of and pet reliance on this document without written authorization and adoptction by KirnIey—HDrn and Associates, Inc. shall be without liabilityto Kimley—Horn and Associates, Inc. P.0, BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 AND EROSION CONTROL PLAN .1 — ATTACHED REFERENCE FILES: 9
0v 14 2006-1
METAL EDGING DETAILS
REFER TO DETAILS WITHIN "METAL EDGING DETAILS
STK MGM Noire,
ow
SCALE I" = 20'
TOP OF MULCH
TO BE EQUAL TO
LANDSCAPING SIDEWALK
BUILDING ON 6'' MOUND
qr 3" MULCH
MOUNDED
LANDSCAPE BED u
\_3" DECORATIVE STONE �--SIDEWALK
FILTER MAT
METAL EDGING AT ENTRY
SECTION -NTS
4uamM1
TOP L 6
1>
Z"
CUT SLOT TO
ALLOW BEND PA
---------- -- ti
-7/
f
METAL EDGE
NOTE:: CUT AS MANY SLOTS
AS NEEEDED TO FORM A SMOOTH
LINE (CONPORMING TO GRADE.
MET
NITS
LAWN
MUL�CHoMkx\&,
0ANDSCAPE BED 11— METAL EDGING
METAL EDGING
4
NTS
Nl--/
PREFAI
CORNE
GRADE
JFACTURED STAKES
METAL EDGE AGAINST
CONC. WALK
_j —
PLANTING BED FILL WITH
FINES
45 DEGREE
NOTCH
I
PARKING AREA
CONCRETE
BUILDING ENTRY
EDGING AGAINST
CONC, WALK F__\ � 1___1
\— BUILDING
�2 I DECORATIVE GRAVEL
METAL EDGING AT ENTRY
PLAN - NTS
GENERAL NOTES: (APPLY TO ALL SHEETS)
I. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES IN QUANTITIES OR
AREAS BETWEEN PLANS AND PLANT LIST, QUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. CONTRACTOR IS TO
BID PLAN.
2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL
TREES, SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED.
5. DO NOT PLANT IN STORMWATER CONVEYANCE SWALES. MAINTAIN MINIMUM GRADES ESTABLISHED BY
PROJECT ENGINEER.
6, THE LANDSCAPE CONTRACTOR SHALL EVALUATE ALL PLANTING AREAS FOR DRAINAGE AND CONTACT
THE LANDSCAPE ARCHITECT WITH IMPROPER DRAINAGE CONDITIONS.
7. THE CONTRACTOR SHALL NOTE THAT ALL DETAILS ON THIS SHEET ARE TYPICAL AND APPLY TO
RELEVANT CONSTRUCTION.
"A
ROTOTILLED NATIVE -
TOPSOIL AMENDED AS
PER SPECIFICATIONS
SAUCER AROUND —
PIT (DELETE WITH
IRRIGATION)
CUT AND REMOVE —
BURLAP FROM TOP
1/3 OF ROOTBALL
RIPPED SUBSOIL
UNDISTURBED SOIL—
1QTY
<R . ............
!COMMON NAMESCIENTIFIC
!SHRUBS
NAME
C-98¢_ • =
ICAC/RT
Q,
MIN HT.
I
;MIN SPR,
Y,
H A V
INOTES
2
70
ITRIDENT MAPLE
AARONSBEARD
ACER BUERGERIANUM
I
3'' BB
10-12'
i
I
SINGLE STEM, MATCHED I
LIMBED UP 4'
ST. JOHN'S WORT
'ALBURY
HYPERICUM CALYCINUM
4 QT,CONTI
all
12"
FULL, 18" OC
42
20
PURPLE
JOHN'S WORT ________�ALBUURY
FOUNTAIN GRASS
HYPER�CUM ANDROSAEUM
PURPLE'
- — ----- — -----
ALOPECUROIDDES
I
I
3 QT. CONT
--j
12
15
, FULL2'0C
------
�v
24
PLITTTLE PRINCESS' SPIRE A!
IPENNISETUM
I SPIRAEA JAPONICA 'LITTLE PRINCESS'
1 GAL. CONT
I GAL. CONT
4-
- 7 BIBS
4
PSHAMROCW INKBERRY j
ILEX GLABRA 'SHAMROCK'
5 GAL.CONT
24"
151,
1211
IFULL,
2.5' OC
FULL, 2'OC
GENERAL NOTES: (APPLY TO ALL SHEETS)
I. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES IN QUANTITIES OR
AREAS BETWEEN PLANS AND PLANT LIST, QUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. CONTRACTOR IS TO
BID PLAN.
2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL
TREES, SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED.
5. DO NOT PLANT IN STORMWATER CONVEYANCE SWALES. MAINTAIN MINIMUM GRADES ESTABLISHED BY
PROJECT ENGINEER.
6, THE LANDSCAPE CONTRACTOR SHALL EVALUATE ALL PLANTING AREAS FOR DRAINAGE AND CONTACT
THE LANDSCAPE ARCHITECT WITH IMPROPER DRAINAGE CONDITIONS.
7. THE CONTRACTOR SHALL NOTE THAT ALL DETAILS ON THIS SHEET ARE TYPICAL AND APPLY TO
RELEVANT CONSTRUCTION.
"A
ROTOTILLED NATIVE -
TOPSOIL AMENDED AS
PER SPECIFICATIONS
SAUCER AROUND —
PIT (DELETE WITH
IRRIGATION)
CUT AND REMOVE —
BURLAP FROM TOP
1/3 OF ROOTBALL
RIPPED SUBSOIL
UNDISTURBED SOIL—
RAISED SHRUB PLANTING
LAWN PLANT BED 1W PROVIDE EDGE WITH CLEAN
CRISP SEPARATION BETWEEN
ADJACENT MATERIALS
3" MULCH
CUT EDGE MINIMUM
OF 4"BELOW GRADE
TO RECEIVE MULCH
r_-� LAWN / MULCH EDGING
8
VA 1.9 NTS
SCALE: 1"=10'-O"
0 5 10 20 30
Ai
Lappas + Havener, PA
L A N D S C A P E A R 0 H I T S C T S
<R . ............
SET ROOTBALL 1/2-
C-98¢_ • =
1/3 ABOVE PROPOSED
Q,
.................
GRADE ACCORDING
Y,
H A V
PE
TO SPECIES AND
11-13-06
DRAINAGE CONDITIONS,
CONSULT LANDSCAPE -
ARCHITECT
3" MULCH
FINISHED GRADE
6" MIN.
--j
�v
AV// AV71-
RAISED SHRUB PLANTING
LAWN PLANT BED 1W PROVIDE EDGE WITH CLEAN
CRISP SEPARATION BETWEEN
ADJACENT MATERIALS
3" MULCH
CUT EDGE MINIMUM
OF 4"BELOW GRADE
TO RECEIVE MULCH
r_-� LAWN / MULCH EDGING
8
VA 1.9 NTS
SCALE: 1"=10'-O"
0 5 10 20 30
Ai
Lappas + Havener, PA
L A N D S C A P E A R 0 H I T S C T S
P.O. BOX 2625
DURHAM, NORTH CAROLINA 27716-2625
THE IPOVVIER HOUSE
300 FULLER STREET
DURHAM, NORTH CAROLINA 27701
TEL: 919.419,1199
FAX: 919.419.1669
www.thpa-mcom
FIRST
CITIZENS
BANK
RIVANNA RIDGE
ALBEMARBLE, VA
oo, LANDSCAPE
PLAN
CONSTRUCTION DRAWING
NO. 8 REVISION m DAIrE
0 m REVISION TO a 09.08.06
LANDSCAPE
In REVISION TO ■
10-12-06
A2 LANDSCAPE
A3■ REVISION TO SITE a 11.13.06
& LANDSCAPE PLAN
m ■
DATE 2 6.29.06
DRAVYN N STK, AP
CHECM H WRH
SHEE'r a LAI A
FILE;
S
<R . ............
C-98¢_ • =
a WALTER R, HAVENER
Q,
.................
Y,
H A V
PE
x
11-13-06
P.O. BOX 2625
DURHAM, NORTH CAROLINA 27716-2625
THE IPOVVIER HOUSE
300 FULLER STREET
DURHAM, NORTH CAROLINA 27701
TEL: 919.419,1199
FAX: 919.419.1669
www.thpa-mcom
FIRST
CITIZENS
BANK
RIVANNA RIDGE
ALBEMARBLE, VA
oo, LANDSCAPE
PLAN
CONSTRUCTION DRAWING
NO. 8 REVISION m DAIrE
0 m REVISION TO a 09.08.06
LANDSCAPE
In REVISION TO ■
10-12-06
A2 LANDSCAPE
A3■ REVISION TO SITE a 11.13.06
& LANDSCAPE PLAN
m ■
DATE 2 6.29.06
DRAVYN N STK, AP
CHECM H WRH
SHEE'r a LAI A
FILE;
S