HomeMy WebLinkAboutSDP200100008 Plan - Approved Final Site Plan and Comps. 2001-07-05Ir
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CON -V- E 11'EN-CE CENT'
SITE IAF VIF2L(a I'lUI IL -411T PLAN
GENERAL WATER AND SEWER CONC)TTIONS
Rev, January 27, 1999
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.
The,location of existing utilities across the line of
the proposed work are not necessarily shoiwn on the plans
and where shown, are only approximately c:orrect. The
contractor shall on his own initiative loycate all
underground lines and structures as necessary.
All meterials and construction shall comply with General
Water and Sewer Construction Specificatiwns as adopted
by the Albemarle County Service Authority( on January 15, 1998.
Datum for all elevation shown in Nationall Geodetic Survey.
The contractor shall be resposible for notifing
"Miss Utiltity" (1-800-552-7001).
All water and sewer pipes shall have a miimimum of
3 feet of cover measured from the top of pipe, over the
centerline of the pipe. This includes alll fire hydrant
lines, service laterals and waterlines, etc.
All water and sewer appurtenances are to be located
outside of roadside ditches.
Valves on deadend lines shall be rodded it- provide adequate
restraint for the valve during a future extension of the line.
LAND USE SCHEDULEXX
SITE DATA
TAX MAP DESIGNATION: TMP 78-76
LEGAL REFERENCE: DB 1944, p.173
(p.181 plat - survey by B. Aubrey Huffman and Associates, Ltd.)
ZONING: PDMC, ENTRANCE CORRIDOR, ZMA-98-2 0, SP 2000-047
OWNER & DEVELOPER:
VIRGINIA OIL COMPANY, INC.
1300 HARRIS STREET
CHARLOTTESVILLE, VA 22903
MAGISTERIAL DISTRICT: RIVANNA
EXISTING TOPOGRAPHY BASED ON A FIELD SURVEY PERFORMED BY ROUDABUSH, GALE
AND ASSOCIATES ON JULY 16, 2000,
DA TUM .REFERENCE: BENCHMARK ON PRELIMINAR W SITE PLA^� FOA "THE KROGER
STORE AT PANTOPS" [NAIL FOUND IN THE BACK OF SIDEW�:LK ON NORTH SIDE OF
RT 250, DIRECTLY OPPOSITE HANSON ROAD] . ELEVATION 521. 91.
THERE ARE NO CRITICAL SLOPES (> 25%) ON THIS SITE.
THIS SITE DOES NOT LIE IN A RESERVOIR WATERSHED.
THIS SITE LIES OUTSIDE OF THE 100 -YEAR AND 500 -YEAR FLOOD BOUNDARIES, AS
SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510006 0240 B,
EFFECTIVE DATE DECEMBER 16, 1980.
PLANNED MAXIMUM NUMBER OF EMPLOYEES PER SHIFT= 8.
MAIN BUILDING HEIGHT NOT TO EXCEED 54.6 FT (BASED ON SEC 18-21. 4) .
PUMP CANOPY HEIGHT NOT TO EXCEED 44.3 FT (BASED ON SEC 18-21. 4) .
CARWASH BUILDING HEIGHT NOT TO EXCEED 65 FT (BASED ON SEC 18-21.4).
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH :r=MITS 3, 000 OR
MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAJ.i1E OR A DECORATIVE
LUMINAIRE WITH FULL CUTOFF OPTICS.
THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC
ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS
SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
PARKING LOT PAVING SPECIFICATIONS:
6"#21A AGGREGATE BASE MATERIAL
2. 5 " BM2
1 . 5 " SM2A
DUMPSTER PAD PAVING SPECIFICATIONS:
5" PLAIN PORTLAND CEMENT CONCRETE
SM2A
BACKFLOW PREVENTION DEVICES SHALL BE PLACED ON B07.ra WATER LINES.
THIS SITE IS TO BE SERVED BY A REGIONAL STORMWA7ER MANAGL4:4T FACIUTY
pROV1DED BY HURT INVES7MENT COMPANY AND WILL PARTICIPATE ff ,'7-E MAWTEIVANCE OF SUCH.
PROPOSED USES AN[i AN[PARKING SCHEDULE
TYPE EXISTING % PROPOSED %
BUILDINGS 0 s f 0% 7, 5°JO s f 11 %
PAVED 0 s f 0% 49,7e6 s f 72%
OPEN 68, 842 s f 100% 11,527 s f /7%
TOTAL 68,642 s f 100% 68,B42 s f 100%
*x Area within the Rolkin Rd access easement is not
included in land use schedule calculations, per
determination of Jan Sprinkle at May 1 meeting.
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing road,
a permit shall be obtained from the Virginia Department of
Transportation ( V.D.O.T.). This plan as drawn may not accurately
reflect the requirements of the permit. Where any discrepancies
occur the requirements of the permit shall govern.
2. All paving, drainage related materials and construction methods
shall conform to current specifications and standards of V.D.O.T.
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 and disturbed areas are to be fertilized, seeded and
mulched. The maximium allowable slope is 2: 1 (horizontal: vertical) .
Where reasonably obtainable, lesser slopes of 4:1 or better are
to be achieved.
5. Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
Engineering, or the Director's designee, it is deemed necessary
in 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 III.
8. All excavation for underground pipe installation must comply with
OSHA Standards for the Construction Industry 1(29 GFR Part 1926).
L HO
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Thori � +lam
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USE
GROSS
FLOOR AREA
PARKING
SPACES REQUIRED
RESTAURANT (LOWER LEVEL)
3,
G&^,) s f
13 sp per
1000 s f =
47
sp
FOOD STORE (LOWER LEVEL)
Z,
7I0 s f
1 sp per
200 s f =
/3
sp
OFFICE SPACE (UPPER LEVEL)
2,
88"' s f (2,304
net) ,f 1 sp per
200 s f =
11
sp
0
TOTAL SPACES
REQUIRED:
7./
sp
* net of f i ce area = 0.80 of gross floor area; C f . Sec. 18-4. 12.6. 6
G6 STANDARD PARKING SP PROVIDED ON SITE = CG sp
24 FUEL DISPENSER SP La 1 PARKING SP / 4 DISPENSER SP = 6 sp
TOTAL SPACES PROVIDED: 7Z sp
NOTES:
1) SITE PLAN WAIVER APPROVED BY THE PLANNING COMMISSION TO ALLOW ONE-WAY CIRCULATION.
2) SITE PLAN WAIVER APPROVED BY THE PLANNING COMMISSION TO ALLOW ONE-WAY INGRESS AND EGRESS.
APPROVAL
L q 9
aedruw
DE OF PLANNING VIRGINIA DEPT, 0 HIbPWIAYS
& COMMUNITY DEV
gou Sol
DEPT. OF ENGINEERING
DEPT. OF ZONING
7/1%
COUNTY FIRE OFFICIAL
VIRGINIA DEPT. OF HEALTH
ALBEMARLE COUNTY
SERVICE AUTHORITY
. ,1 (a v%i
ALBEMARLE COUNTY BUILDING OFFICIAL
TABLE OF CONTENTS
COVER SHEET . . . . . . . . SHEET 1/5
SITE PLAN . . . . . . SHEET 2/5
LANDSCAPE PLAN . . . SHEET 3/5
STORM DRAIN PROFILES . . . SHEET 4/5
PHOTOMETRIC PLAN SHEET 5/5
09
REVISIONS
4 %5101
(ARB gC5BM1T7,41_)
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LIGNrI;UG PL4AJ
PER 14R8)
4/Z6,101
( 57'ORM NEWER
C Nm9 c,E )
DATE
JANUAAY31, 2W1
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FILE NUMBER
7593
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FILE NUMBER
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REVISIONS
DATE
JANUARY 31, 2001
SCALE
COMP" INTIMAL
2 FEET
SHEET
21s
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IrTHIS SHEET
LL,kDSCAPING
TO BE USED FOR
PURPOSES ONLY!
DENOTES DOUBLE LAMP
-� DENOTES SINGLE LAMP
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Landscaping Requirements:
Interior Landscaping (Sect. 32.7.9.7b)
Parking Lot
72 PROPOSED PARKING SPACES @ 1 LARGE SHADE TREE/ 10 SPACES = 7 LARGE SHADE TREES REQ'D.
+ . 7 LARGE SHADE TREES PROVIDED (GREEN VASE ZELKOVA, SARGENT CHERRY).
�r
49,951 SF (PAVED PARKING AND CIRCULATION AREA) 0 5% = 2,498 SF OF INTERIOR LANDSCAPING REQ'D.
3,012 SF OF INTERIOR LANDSCAPING PROVIDED.
5 • �
Tree Canopy requirements (Sect. 32.7.9.9)
TOTAL SITE AREA = 65,340 SF 0 10% = 6,534 SF OF TREE CANOPY REQUIRED.
k
10,163 SF OF TREE CANOPY PROVIDED.
8 WILLOW OAKS 0 380 SF/ EA. - 3,040 SF
S 9 WHITE ASH 0 413 SF/ EA. = 3,717 SF
4 GREEN VASE ZELKOVA 0 490 SF/ EA. 1,960 SF
�o • 'Q 3 SARGENT CHERRY 0 240 SF/ EA. 720 SF
04 2 ALLEGHENY SERVICEBERRY 9b 298 SF/ EA. = 596 SF
1q�9 �vq sr9 �`9�,hgS :. 9s�dc ��O I OTAL CANOPY T C PROVIDED (P =
A (Post Development) 10,033 SF
O o9,S�
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Notes:
<< .F 91j ALL LANDSCAPING IS TO BE MAINTAINED BY OWNER AND REPLACED BY OWNER SHOULD ANY DIE.
�.4 � qp� � STREET TREES ALONG THE ROUTE 250 RIGHT-OF-WAY PLANTED AT 35 FEET ON CENTER.
STREET TREES ALONG THE ROLKIN ROAD RIGHT-OF-WAY PLANTED AT 40 FEET ON CENTER.
'9 • J �% S' _ _%•_• CZ 1 �c 1 " . \,.` _ �%'r_ (%'�A_ Al I nTHFR TRF'Fq P1 AMTrn Ac cunVAI
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LANDSCAPE SCHEDULE &J
Symbol Quantity Common Name Botanical =game
FN
.B Willow Oak
9 White Ash
Quercus phellos
Fraxinu!s americana
4 Green Vase Zelkova Zelkova serrata 'Green Vase'
3 Sargent Cherry Prunus :sargentii
2 Allegheny Serviceberry Amelanclhier laevis
1 Crapemyrtle
103 Otto Luken Laurel
0 2 Schip Laurel
As shown Pachysandra
! ! ! f f f f
As shown Liriope 'Big Blue'
0 6 Flowering Dogwood
Lagerstrroemia indica
M;-tiZm
Height
Caliper
Stop Sign
15'
3.5"
11'
3.5"
N/A
2.5"
N/A
2.5"
4'-5'
N/A
4'-5'
N/A
Prunus :laurocerasus 'otto luyken' 24"-30" N/A
Prunus aaurocerasus 'schipkaensis' 24"-30" N/A
Pachysamdra terminalis
Liriope Muscari 'Big Blue'
Cornus fflorida
N/A N/A
N/A N/A
0o v -C/0 V'1>1 ,
:•#Vow• Do Not Enter / .4 % � "' '�•. `�;
-4' Signs
6O� , < Ex. Cur. & Sidewalk TOR
SIFT - 50 at proposed enrance
=4'ly -f' Al andG-12 to be added
FC'Ts d `-�; at each Xide.
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SCALE 1 " = 20'
20 10 0 20 4o
N/A 1.25
SCALE IN FEET EX. VALVES
RE"SIONS
APRIL 5, rE
APRIL 26, • j
DATE
JANUARY 31, 2001
SCALE
in 2U
FILE NUMBER
7593 {
SHEET
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Avg/Min
86.00
Max/Min
378.00
1
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Luminaire Schedule
Based on the information provided' all dimensions and luminaire locations
shown represent recommended positions. The engineer and/or architect must
determine applicability of the layout to existing or future field conditions.
|
This Hghtinq pattern represents illumination levels muoWuteU from -| b --�' data
� token under controlled conditions in accordance with Illuminating Engineering �Society
approved methods. Actual performance o/ any manufacturer's luminaire may vary due to
variation in electrical voltage, tolerance in |pmpo, and other variable field conditions.
Label
Arrangement
Lumens
LLF
Description
Total Watts
B
SINGLE
32000
0.720--
CHH -FP -400 -MH -F 4SQB0-S11G-12-S-4BC
458