HomeMy WebLinkAboutSDP200700099 Plan - Approved 2008-09-25FLOW AUTOMOTIVE
MAJOR SITE PLAN AMENDMENT)
VOLKSWAGEN -AUDI - MAZDA - PORSCHE
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
GENERAL CONSTRUCTION NOTES
1. PRIOR TO 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 (VDOT).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
OF THE PERMIT. WHERE ANY DI OCCUR THE REQUIREMENTS OF
THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS 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 AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP —RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED
WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL
FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE — CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
APPROVALS
COLLINS ENGINEERING IS NO T
RESPONSIBLE OR LIABLE FOR ANY
CONSTRUCTION OR DAMAGES TO THIS
PROJECT PRIOR TO ALL FINAL PLAN
APPROVALS.
VICINITY MAP
SCALE: 1" = 2,000'
FLOW AUTOMOTIVE
Owner &Developer
09/27/07
GENERAL NOTES
1. ONNER \DEVELOPER: now Campaniva
1425 Plaza Drive
Ninaton -SdOn NC 27103tact: W. 16 Speigrlt
336- 760 -5211
336- 760 -7005
2. ENG#4EER: COWNS fNpNEERING
900 E. JEFFERSON ST.
CHARLOTTESVILLE. VA 22902
ME. (434) 29. -3719
E -MAIL: Scotto ,ollln*- Engyinewing.com
CONTACT MR. SCOTT COICUNS; PE
1 TAX MAP NO: 07900 -00-00 -01400
4. ZONING : HC
5. USE : SERW E DEPAR71WENT FOR CAR DEALERSHIP
6. MAXIMUM NUMBER OF EMPLOYEES: 16 (THERE WILL BE
NO INCREASE IN EMPLOYEES W/ THIS DEVELOPMNT)
7. ACREAGE (TOTAL). 1.373 +/- AC.
MAXIMUM IMPERVIOUS AREAS 1.08 Ar-
S PARKING SETBACK 10'
9. U71U77Ex
SENER. COUNTY SENER — AVAILABLE ON THE S17E
WATER: COUNTY WATER — AVAILABLE ON THE SITE
10 DRAINAGE DISTRICT: RIVANNA
11. WATERSHED: SOUTH FORK RIVANNA RIVER RESERVOIR
11 DRAINAGE. THIS DEVELOPMENT DOES NOT INCREASE THE IMPERVIOUS AREAS OR DRAINAGE
ADDITIONALLY, THIS SITE MILL DRAIN TO THE DOWNSTREAM PARCEL WHERE THE PROPOSED
PLAN U71UZES FILTERA INLETS FOR WATER QUALITY AND RAINTANKS (AN UNDERGROUND
DETENTION SYSTEM) FOR STORM WATER DETENTION.
11 TOPO & SURVEY TOPOGRAPHY & BOUNDARY MVFORMA77ON PROVIDED BY KIRK HUGIES & ASSOCIA
SURVEYED IN 2003. PROPERTY WAS FIELD VERIF M IN NOVEMBER, 2006.
14. CONTRACTOR SHALL VERIFY LOCA77OV AND ELEVATION OF ALL UNDERGROUND UTILITIES
SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT
ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN
ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY
NOT SHOWN ON THE PLANS.
15. THE PROPOSED ADDITION TOTALS 672 of. AND WILL ABUT THE EXISTING BUILDING.
NOTE COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CON7RAC70R'S WORK, SAFETY
PRECAUZIONS SCHEDULES, OR COMPLIANCE WIN LAWS AND REGULATIONS NE -94ALL
NOT ASSUME RESOON99UTY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN
APPROVAL.
EXIS7ING CULVERT
DROP INLET & STRUCTURE NO
CURB & GUTTER
EC -3A DITCH
s' DEPTH OF EC -3A DITCH
EC -2 DITCH
6" DEPTH OF EC -2 D17CH
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
T VDOT STANDARD STOP SIGN
zoo EXISTING CONTOUR
zoo PROPOSED CONTOUR
411.3 THE TOP ELEVA77OV DENOTES THE PROPOSED ELEVATION405.0 OF THE RETAINING WALL & THE BOTTOM ELEVA7ION
DENOTES THE LONER EXPOSED PROPOSED
EYEVA710N OF THE RETAINING WALL.
411.3 PROPOSED SPOT ELEVA77Ov
R27' 27' RADIUS ON F/C
TAX MAP: 07800- 00- 00 -015D0
ZONED: HC /EC
TAX MAP: 07800- 00- 00 -015E0
ZONED: HC
SIGNATURE PANEL:
LE_: REVISION INDEX
REV.DATE DESCRIPTION OF REVISION (ALL CHANGES LISTED)SHEETS REVISED
0 09/17/07 INITIAL DESIGN ALL
1 10/29/07 REVISIONS PER COUNTY COMMENTS ALL
2 7/15/08 REVISIONS PER ARB COMMENTS 1, 3 &4
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0 1: SHEET INDEX
TITLE SHEET
T -1, COVER (THIS SHEET) 1
E -1, EXISTING CONDITIONS & DEMOLITION PLAN 2
S -1, SITE PLAN 3
LL-1, LIGHTING PLAN 4
PLANNER o7 /7
ZONING 9IN
ENGINEERING S .b
BUILDING OFFICIAL
ARCHITECTURAL REVI BARD 2n2nm i
FIRE OFFICIAL 1 **t0*- 0 'S
ALBEMARLE COUNTY SERVICE AUTHORIT
VIRGINIA DEPARTMENT OF TRANSPORTATION
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PROJECT NO.
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PROJECT NO.
SHEET
E -1
6 r -
zE EXISTING PA VEMENT TO REMAIN. ANY NEW PA VEMENT SHALL COMPL Y WITH THE FOLLOWING DESIGN SPEC/FICA TIONS.WW
Table 4: Pobnen t Design (VDOT Pavement Des* G'ulde)
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LOCH 77014 HCV ADT C R SSV Di SURFACE H A BASE B A SUB—BASE H A Dp
DRIVE AISLES N/A N/A N/A N/A N/A 1.5' W-9.5 N/A N/A 3 BH -25 N/A N/A 6" 21 —B N/A N/A N/A
PARKING .SPACES N/A N/A N/A N/A N/A SM -9.5 N/A N/A 8' 2f -B N/A N/A N/A N/A N/A N/A
NO TE_:
PAVEMENT DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONS TRUCTION.
a A PRMIE COAT SHALL BE APPLIEED BETMEEN THE AGGREGA TE BASE AND ASPHALT COURSES IN ACCORDANCE M/TH KD.O. T. STANDARDS
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oPETAL SALES AREA
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SERVICE AREA PARKING
1 SP/ 100 S.F. NET RETAI L
AREA =
2010 S. F. (80%) x 1 sp/100
S.F. = 17
1 SP/ 200 S.F. OFFICE
AREA =
611 S.F. (80%) x 1 sp1200
S.F. = 3
2 SP/ SERVICE STALL + 1
SP/ EMPLOYEE =
14 SERVICE STALLS x 2
spi SERVICE STALL j.411
1
17 SPACES
IED /NCLUDE 2 --
APPED
TMP 78 -15CN/F ALBEMARLE COUNTY SERVICE AUTHORITYD.B. 1240, Pg 287D.B. 1240, Pg 291 PLAT
ZONING: HC
O of ,..
4" Min. o 0 o
O
157, 168 OR 178
6" 6" STONE BASE UNDER CURB.
STANDARD CG -2
NO SCALE
EMPLOYEES x 1
SP /EMPLOYEE = 40
VDOT STD. CG -2
CURB
DIRECTION & FLOW VARIES
O 00000
8" 27 —B
2" SM— 9.5
18'
TYPICAL PARKINC SECTION
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11 \
EX ASPHALT _
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TMP 78 -15N/F ASBURY AUTOMOTIVE NORTH CAROLINAREALESTATEHOLDINGSLLCD.B. 2081 ' Pg 736D.B. 2081, Pg 738 PLAT
ZONING:
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1'
5'
4" CONC. (3000 PSI A T 28
DA Y, OR S TONGER)
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ADDITIONAL UNSPECIFIED WA 21 / I 1 \ _ _ I I I
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ooTOTAL6081WATER _ T P =38 95 - - + + + + +
4., WL IN VALVE - INCC _ +
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TMP 78 -15E OH
39FLOW1313RICHMOND, LLC r \ \ \
2 D. 2809, Pg 149 L TEL EAS _ 0
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LT I `'ASPHALT \ --- A Z NED: HC 400
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31 un \ 9• / E PAVING WITH _2 ,' 2 .4'
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WITH URB 8C GUTTE
SERVICE SERVICE -°- x FROM P CEL
SERVCE EXISTING A PHALT Nth RB vD ___ UPGRAD S CSR TIE -IN EXISTING
VICE
o EX COMPRESSOR EN SERVICE SERy D.,; -2 ( P) 4lE TOOPOSED CURBICANDGUTTE`1N1 MJ.LtI #-4_o \ N, I V/ CLOSURE 9.0 E
SERVICE EX USED — — _ _
0 EX USED ANTIFREEZE TANK
13 FG \ °, • \ -- — _ _ _ /
IROILTANK
T . ' ! S ICE SPHALT PR
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P _ , IN ESS
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CONC. BUMPER RL
STD. CGRB VDOP - _ 984, pEss ASEM ..'-
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SERVICE I x, UNSPECIFIE JOHN & JANICE LINKOUS CONCRETE STD G- _ /410 - - _ _ 00
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D.B. 1025, Pg 239 i - CURB 1 _ / _ = 'Q0 cflJ \ , Z D.B. 499, Pg 409 PLAT SERVICE BAY CO y LANDSCAPING WITHIN ISLAND ry
o SERVICE UNSP2 F1ED 13.1 ISLAND °, ,PROPOSED UNDER FIN-AtTE Ex1.373 ACRES , _ PLAN FOR T#P 78 -15D & / /
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78- 5E` -'ZONED: HC3UNDERGROUNDTANKS .09
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4.0 I I (& TANK ?} - -- — —a \ \\ !,1 1 U SIZE UNKNOWN , CO / / OFRCE TBM: PK NAIL NSPECIF D PROPOSED SERVICE BUILDING / ti`1 ' li " ELEV= 4 '19.79 1 `
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CONC. + / / GRASS
I , ` ADDITION <
Q0
GROSS FLOOR AREA =622 SF
D /GRASS 11 OFFICE X ' — — VDOTI
r \ PROJECT LIMITS I I 2 P - - - - IRFOFFE: 420.28 I \\ oHf ? (PAM
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2 Izzz, ;6 - 2_.. - -- SQ G`` xO Oc; - _` ! JOHN &JANICE LfNKOUS0ASP /
t0 F ? , P MP / / ((( D.B. 1025, Pg 239JESQ < / o / Z D.B. 456, P 3 PLAT l
o - \ \_-_ _ , D - - 3 - _ `` - _ Q ,I, l, j / / _' EX WATER
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EPTICN
Abb. Scientific Name Common Name Caliper Size Comments 10YR Total Quantity lod
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INVA=412.0
jNV. OU T= 411
CANOPY: 9 64- y ' - -T e I / !; „ 2 .. GL
1
X conk _ GRAPHIC SCALESHRUBSBRUSH ss OF o
2p O - 10 JOFGFothergillagardeniiDwarfFathergiHa5gal. fllanimum 36" 3 13 _ \\ ` — — - j A.A uG \ ASPHALT /M \` /
SMA
Wile
TREES IN FM
4' 17W7 inch - /eOtL,
a - - - gee
Tn - cam E+fA/ - - — -
CONCRETE TO BE A3 IF
CAST IN PLACE, 4,000 PSI
IF PRECAST.
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DATE:
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PROJECT NO.
SHEET
S -1
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CONCRETE SIDEWALK
NO SCALE
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DATE:
9/17/07
PROJECT NO.
SHEET
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