HomeMy WebLinkAboutSDP200700098 Plan - Approved 2007-10-24PROJECT INFORMATION
1.PROJECT NAME: LOUPE TERRACE - PHASE II 1.
SITE PLAN BERKMAR DRIVE
2.OWNER OF LAND: LOUPE L.L.C.
R . ilk OR MU"CED
3315 BERKMAR DRIVE
SHOW MOIDWY RELOCATED
CHARLOTTESVILLE, VIRGINIA 22901 2.
PHONE: (434) 975 -3000
3.APPLICANT: LOUPE L.L.C. (KURT VETTOR)3 •
3315 BERKMAR DRIVE
T.M. 4"6 -109E
CHARLOTTESVILLE, VIRGINIA 22901
VIRW1 EMPLOYEES
PHONE: (434) 975 -3000 4 '
4.CONTACT PERSON:
zlqpl HC
KURT M. GLOECKNER, P.E., P.L.S.
MUM USEwBANK
NITARY
GLOECKNER ENGINEERING & SURVEYING, INC.5 •
2246 IVY ROAD, SUITE 5
CHARLOTTESVILLE, VIRGINIA 22903
PHONE: 434- 971 -1591 6 •
FAX: 434 - 293 -7612
5.BOUNDARY LEGAL DESCRIPTION BY:7 '
8 '
THOMAS B. LINCOLN LAND SURVEYOR, INC.
671 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
PHONE: 434 - 974 -1417 NQ1
APRIL 17, 1998 1.
6.TOPOGRAPHIC INFORMATION BY:
GLOECKNER ENGINEERING & SURVEYING, INC.
2246 IVY ROAD, SUITE 5
CHARLOTTESVILLE, VA. 22903 2.
TEL. 434 -971 -1591
FAX. 434 -293 -7612
TOPO MARCH 17, 2003
7.BENCHMARK INFORMATION:
BENCHMARK =CHISLED SQUARE IN SIDEWALK
ELEVATION -516.77
8.MAGISTERIAL DISTRICT: RIO
9.LEGAL INFORMATION:
TAX MAP 45, PARCEL 109 -C2 3
DEED BOOK 1710, PAGE 499
DEED BOOK 1710, PAGE 502 PLAT
3315 BERKMAR DRIVE
CHARLOTTESVILLE, VIRGINIA 22901
THIS PROPERTY IS LOCATED ON THE WEST SIDE
OF BERKMAR DRIVE, NORTH OF WOODBROOK DRIVE 4.
AND WOODBROOK COURT, ADJACENT TO THE
CHARLOTTESVILLE /ALSEMARLE S.P.C.A.
10.ZONING: THIS PROPERTY IS ZONED C -1
THIS PLAN REFERENCES ZMA -95 -23 AND ZMA -95 -25 5.
11.MINIMUM BUWNG SETBACKS FOR AREAS ZONED C -1:
30' FROM PUBLIC RIGHT -OF -WAYS
50' FROM ADJACENT RESIDENTIAL PROPER71ES
12.PRESENT USE:
PRATING AND OFFICE BUILDING (COMMERCIAL)
13.PROPOSED USE: OFFICE BUILDINGS (COMMCIAL)
BOTH BUILDINGS WILL NOW K OFFICE. NEW PARKING 6.
PROVIDES REQUIRED PARKING FOR OFFICE SPACE.
THMS PLAN AMwlMIMS THE PREVIOUS APPROVED PLAN.7.
THE PREVIOUS PLAN WAS APPROVED 5/06/°99.
14.THE SITE IS NOT WITHIN A DRINKING WATt
RESERVOIR WATERSHED.8•
15.THIS PROPOtTY IS NOT LOCATED WITHIN A
DEFINED 100 YEAR FLOOD ZONE.
16.MAXIMUM AMOUNT OF PAVED PARKING
AND VEHILCULAR CIRCULATION:
AREA = 5,647.75 SQ.FT. 0.13 ACRES)
17.
PHASE I: 9, S.F. /200=4'1 SPACES
PHASE II: 2,659 S.F. /200=13 SPACES
TOTAL REtED =60 SPACES
e8ampEp Emma
58 REGULAN SPANS
2 HANDICAP SPACES
1 LOADING SPACE
TOTAL PROD =61 SPACES
18.ABUTTING PROPERTIES:
1)T.M. 45 -88 2) T.M. 45 -90
D.B. 1105 P. 198 D.B. 1894 P. 268
3)T.M. 45 -1090 4) T.M. 45 -66
D.B. 1742 P. 699 D.B. 2096 P. 111
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -O' -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 REQUIfRE#AENTS OF THE PERMIT
WHER ANY DISCREPANCIES OCCUR THE REQUIR OF THE PERMIT SHALL GOVERN.
ACIFICAINS AND STANDARDS 0 UNLESS OTHERCtNOTEDM SHALL CONFORM TO CURRENT
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.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). INHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
3:1 OR BETTER ARE TO BE ACHIEVED.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN MI THE OPINION OF THE
ALBEMARLE COUNTY DIRECTOR OF EWANE IMG, OR THE DIRECTOR=S DESIGNEE, IT IS QE irED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
ALL TRAFFIC CONTROL SIGNS SHALL CONPORM WITH THE MM MANUAL FOR UNIFORM TRAFFIC
QHTROL
UNLESS OTHERVI NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
4.0'
4" REBAR 3"
6"
1.0' ._
3.0' ' e"
t4 -YAK MESH
INA tN
N.T.S.
19. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. SUFAL
20. TOTAL PARCEL AREA = 1.08 ACRES 1. IHE 1310- FILTER IS NOT TO BE INSTALM UNTIL THE
21. TOTAL PROJECT AREA = 1.08 ACRES (100.04X) sit ls. M- ZED ACC TOEL
22. 0.29 ACRES OPEN SPACE (26.857) (434) iMB1.
2. THE 910 -+1 "t' , Irk MUST BE LA W-- FILTER
23. 0.79 ACRES IMPERVIOUS AREA (73.157) MIX OR AND D E . T. FOR
24. TOTAL BUILDING SQUARE DOTAGE: ATI4'4CAL L RE901URON
PHASE I: 9,454 S.F. NET 11,816 S.F. GROSS
PHASE II: 2,459 S.F. NET /3,324 S.F. GROSS 2 . 00- FILTER SCI,• MUST BE $T.. ?.ED WITH
25. MAXIMUM HIT STRUCTURE = 35 FT.- / IN LWO ON
26. HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 24.6'
27. B.M.P= 2.5X OF 8,670 S.F. = 216.75 S.F.
USE 10'X22' FILTER -220 S.F.)
w TERTGHT ROETI,TER
CAP (TYP.) 2
TOP =513 CROSS SECTION
3 OPE &"A
SOD TURF DROP ))
DETAIL
SEE NOTE 1 ( NOTE 2)
70P OF GRATE
513.75
ELEV. 10.23' -15"
1 R.C.P.
O X4V.Flo. 5 . ..... IN
1. 509.84
ELEV.-509.9
GRAVEL
4 " -60
I +i. }UNIwIIERDRAIN PIPEAMIDM43. 1/2"_1 D.I.
WRAPPED IN FILTER PROWK ACROSS ENVIIE
WIDTH • 20 FT. O.C.
1. THE NEED FOR ADDITIONAL PAVEMENT EROSION PROTECTION
FROM EDGE OF PAVE NT TO BOTTOM OF 80VE,NT11CNI AREA
MUST 8E EVALUATED ON AN MOIWDUAL PROJECT BASIS.
2. PROVIDE 1' -0" POND04G DEPTH TO THE CKST OF AN
OVERFLOW STRICTURE. OVERFLOW STRUCTURE MAY BE D.I. IN
BIORETENTION AREA (INDICATED), D.I. IN PAVED AREA OR
STONE WEIR DISCHARGE TO STABLE CHANNEL OR STORM DRAIN.
PtiVV1 - 9
PLANT.
MTV wo5c
A#NIMdO
A. OR - WALL
IEA M. ANDERSON
11P...I
97uSE=RESI011Nj0k
rAU
LPT POLE
GEKVA H.
D.B. 104 P. - jr "
PRIM I USED L.
N W 2 "X6" ASPHALT SPEED BUMP
I BTWEEN OLD AND NEW PARKING LOTS
SLOPE
ATION
EXISTING
AGG. BASE(TYPE 21A) SUBGRADE=CBR MIN. 10 PAVEMENT
95X COMPACTION) EXISTING
CG -6 TO BE
REMOVED AS
QTY "a! _I_ A d It+ C3= SHOWN ON PLAN
N.T.S.
DAX
DAW
DAN
DAE_
DATE ..
DATE
REMOVE GRATE,Qeicc AeKuni r
ORM ASSOCIATES L.L.C.
1742 P. 6"MI9
D Cl
t NT RUSE =OFFICE
p
Z 2
MERtD N
0 10 ZQ.. _ 40
J
I SCALE IN FEET
WI
I
EXISTING
WATERLINE
EXISTING FULL FRONTAGE
IMPROVEMENT FROM S.P.C.A.
SITE PLAN (COMPLETE)
SCALE: 1 " =2000'
to 00 10 10
1
EXISTING I
WA7ERIE
EASMT
D.B.1420
P.208 PLAT
EMSTING 25.0' STORM I
EAIT
D.B.1426 P.546
ANY LANDSCAPE PLANTINGS
THAT ARE DISTU M M WM41N
THIS AREA ARE TO BE
R . ilk OR MU"CED
RELOCATE EXISTING DI AS
SHOW MOIDWY RELOCATED
DI BOX TO ACCEPT EXTEMDED
EXISTING 15" R.C.P.
TOP =316.1!
INV. OUT =512.34
i
T.M. 4"6 -109E
UNI " TY OF
VIRW1 EMPLOYEES
DCIBR X48 PONINC.
zlqpl HC
MUM USEwBANK
NITARY
IMP FORCE
IN
I
J A MTED
LANDSCAPING
DW-LiF E? ISMNG)
14) SPIFKA BUMALDA (DWF SPItEA)
R07MDILCOA (SEEDLESS SWEET GUM)
114SW TED Q =(2) MAPLE (TO BE RELOCATED)
3) QUERCUS PHELLOS (WALLOW OAK)
N (LEYMANDCYPRCYPRESS)
LEYLANDII
C4 a =(32) ILEX GLABRA (INKSERRY)
22) ILEX ItFORDII NANA W
DW6' BURIRft HOLLY)
25) BUDOLEA (BUTTERFLY BUSH)
3) LAGEASIROEMIA INDICA
CREPE MW TLE) i
P
SCAPIN 4f =(4) JUNIPGRUS CHINENSIS
Ei r fu GuN (TORULOSA JUNIPER) 'JG, 0
14) CUPPRESS OCYPARIS LEYLANDII
LEYLAND CYPRESS)
34) SPIREA BUMALDA (DWF SPIREA)
0 =(3) RED MAPLE 7WS
1 " CALIPER
k
SST
I OF I
MAY 27, 2003
JULY 18, 2003
AUGUST 14, 2003
AUGUST 26, 2003
SEPTEMBER 24, 2007
DATE
APRIL 7, 2003
s"
1 " =20'
r
MMI,
C
a
C.3
mm Isiuo
k
I
cn
R
03 -007 -00
gnu. Mw
PHASEIISP3.DWG /
LUCK 1310-FILAR MIX OR TESTED
AND APPROVU EQUIVALEW.
OMN 2
TURF COVER