HomeMy WebLinkAboutSDP200800032 Plan - Approved 2008-05-08PROJECT INFORMATION
1. PROJECT NAME: LOUPE TERRACE - PHASE II
SITE PLAN BERKMAR DRIVE
2. OWNER OF LAND: LOUPE L.L.C.
3315 BERKMAR DRIVE
CHARLOTTESVILLE, VIRGINIA 22901
PHONE: (434) 975 -3000
3. APPLICANT: LOUPE L.L.C. (KURT VETTOR)
3315 BERKMAR DRIVE
CHARLOTTESVILLE, VIRGINIA 22901
PHONE: (434) 975 -3000
4. CONTACT PERSON:
KURT M. GLOECKNER, P.E., P.L.S.
GLOECKNER ENGINEERING & SURVEYING, INC.
2246 IVY ROAD, SUITE 5
CHARLOTTESVILLE, VIRGINIA 22903
PHONE: 434 - 971 -1591
FAX: 434 - 293 -7612
5. BOUNDARY LEGAL DESCRIPTION BY:
THOMAS B. LINCOLN LAND SURVEYOR, INC.
671 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
PHONE: 434- 974 -1417
APRIL 17, 1998
6. TOPOGRAPHIC INFORMATION BY:
GLOECKNER ENGINEERING & SURVEYING, INC.
2246 IVY ROAD, SUITE 5
CHARLOTTESVILLE, VA. 22903
TEL. 434 - 971 -1591
FAX. 434 - 293 -7612
TOPO MARCH 17, 2003
7. BENCHMARK INFORMATION:
BENCHMARK -CHI SLED SQUARE IN SIDEWALK
ELEVATION =516.77
8. MAGISTERIAL DISTRICT: RIO
9. LEGAL INFORMATION:
TAX MAP 45, PARCEL 109 -C2
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
AND WOODBROOK COURT, ADJACENT TO THE
CHARLOTTESVILLE /ALBEMARLE S.P.C.A.
10. ZONING: THIS PROPERTY IS ZONED C -1
THIS PLAN REFERENCES ZMA -95 -23 AND ZMA -95 -25
11. MINIMUM BUILDING SETBACKS FOR AREAS ZONED C -1:
30' FROM PUBLIC RIGHT -OF -WAYS
50' FROM ADJACENT RESIDENTIAL PROPERTIES
12. PRESENT USE:
PRINTING AND OFFICE BUILDING (COMMERCIAL)
13. PROPOSED USE: OFFICE BUILDINGS (COMMERCIAL)
BOTH BUILDINGS WILL NOW BE OFFICE. NEW PARKING
PROVIDES REQUIRED PARKING FOR OFFICE SPACE.
THIS PLAN AMMENDS THE PREVIOUS APPROVED PLAN.
THE PREVIOUS PLAN WAS APPROVED 5/06/99.
14. THE SITE IS NOT WITHIN A DRINKING WATER
RESERVOIR WATERSHED.
15. THIS PROPERTY IS NOT LOCATED WITHIN A
DEFINED 100 YEAR FLOOD ZONE.
16. MAXIMUM AMOUNT OF PAVED PARKING
AND VEHILCULAR CIRCULATION:
AREA = 5,847.75 SQ.FT. (0.13 ACRES)
17. REQUIRED PARKING = 1 SPACE /200 SQ FT
PHASE I: 9,454 S.F./200 =47 SPACES
PHASE II: 2,659 S.F./200 =13 SPACES
TOTAL REQUIRED =60 SPACES
PROVIDED PARKING
58 REGULAR SPACES
2 HANDICAP SPACES
1 LOADING SPACE
TOTAL PROVIDED =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 -109C 4) T.M. 45 -86
D.B. 1742 P. 699 D.B. 2096 P. 111
19. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S.
20. TOTAL PARCEL AREA = 1.08 ACRES
21. TOTAL PROJECT AREA = 1.08 ACRES (100.009)
22. 0.29 ACRES OPEN SPACE (26.85X)
23. 0.79 ACRES IMPERVIOUS AREA (73.159)
24. TOTAL BUILDING SQUARE FOOTAGE:
PHASE I: 9,454 S.F. NET/11,818 S.F. GROSS
PHASE II: 2,659 S.F. NET/3,324 S.F. GROSS
25. MAXIMUM HEIGHT STRUCTURE = 35 FT.
26. HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 24.6'
27. B.M.P= 2.59 OF 8,670 S.F. = 216.75 S.F.
USE 10'X22' FILTER =220 S.F.)
ALBEMARLE COUNTY ENGINEERING
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 TRANSPORTATIONVDOT). 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 CURRENTSPECIFICATIbNSANDSTANDARDSOFVDOTUNLESSOTHERWISENOTED
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 OTHERCONSTRUCTION.
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
3:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF TrHE
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 TRAFFICCONTROLDEVICES.
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
NEW 2 "X6" ASPHALT SPEED BUMP
I BETWEEN OLD AND NEW PARKING LOTS
REVISMS
MAY 27, 2003
JULY 18, 2003
AUGUST 14, 2003
AUGUST 26, 2003
SEPTEMBER 24, 2007
FEBRUARY 13, 2008
DATE
APRIL 7, 2003
gym' 0 10 20 40
SCALE IN FEET
r A=
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o MERIDIAN
p
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z
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
REVISIONS VATHIN
AANOTES: OIUTLINED AREA -'' NOTE:
1. SBL= SETBACK LINE / PP =POWER POLE THIS BUILD,JDIG WAL . • ,MT.M. 45 86 , 1 - • HOl3R FIRE
NOTES:
AND ENINGS °` d h raiht t G,= ,.Ni ,, iIF =IRON FOUND PF =PIPE FOUND 'lIV WALL .E WINDO WILL -
f '
A ri ;l dALBEMARLESOCIETYFORTHENT10N ' LL `',.' i ,;Iw sr , y
dt "OF CRUELTY TO ANIt . - B)<tiM D , i I }_ G ±s '+ '` Z
D.B. 2096 P. ,11-1 - _ _ ' F2• = SLOPES OF 25% OR GREATER. ,' 'ZONED,Ca -" --- - - ` €iF f
EXISTING
PRESENT USE = ANIMAL SHELT R ° °
J - ` , -'' ? . '`
v`. , } ` WATERLINE
SLOPES OF 259 OR GREATER AS SHOWN ARE TEMPORARY `
AND MAN -MADE. AN AGREEMENT EXISTS BETWEEN THE QQ
S.P.C.A. AND THIS SITE TO PREPARE A LEVEL SITE. L1AED CHystNEC 8 OAK, . i'r ., EXISTING FULL FRONTAGE
SEE S.P.C.A, EROSION CONTROL / B.M.P. AMENDMENT PLAN (PFR- COUNTY) - - t p ' / / I IMPROVEMENT FROM S.P.C.A.
2 SHEETS) DATED NOVEMBER 8, 2001 AND APPROVED -- _ -- - ,- / SITE PLAN (COMPLETE)
BY THE COUNTY OF ALBEMARLE. -`"' /12 » OA
A 3 VIRGINIA EMPLOYEES
0 CREDIT UNION, INC.
I
D.B. 1448 P. 534
ZONED HC
PRESENT USE =BANK
w
SANITARY
SEWER FORCE
i MAIN
r
2 RELOCATED
SWEET GUM
3. ALL OUTDOOR LIGHTING, REGARDLESS OF AMOUNT OF PF 36 IF. i' SCALE 1 2000'
46LUMENS, SHALL BE ARRANGED OR SHIELDED TO REFLECT OAK OA
4 10LIGHTAWAYFROMADJOINGRESIDENTIALDISTRICTAND ` 6/ CG -6 9
o. 1
13
AWAY FROM ADJACENT ROADS.ALL LUMINAIRES WHICH 1 0 TYP ° ; / -.*1000EMIT3,000 OR MORE LUMENS SHALL BE FULL CUT -OFF t , ..1;
LUMINAIRES. QUA LIT'Y_ MEASU T W
3 4 , 8 12
AND SEDIMENT TRAP sz S O 9.00 µ
50.04' PADS ' q EXISTING I4. THE SPILLOVER OF LIGHTING FROM PARKING AREA tiBIWET (TYP.) ?3ENTIONcr - A SEW.` WATERLINELUMINAIRESONTOPUBLICROADSANDPROPERTYINAREA =22 SCI 1'T. w....- o . 'fi °O RC
CG -2 EASEMENTFT. ii ' 4; Pv41NT PP ;f D.B.1429
98.4RESIDENTIALORRURALAREASZONINGDISTRICTSSHALL '
NOT EXCEED ONE -HALF (1/2) FOOT CANDLE. RF.@CJIRED FOR ;;;
N
o STTRIP , , :
15Q _ . q c , 1 E -2 • PARKI G _,Y P.208 PLATDETENTION
POLE
5. THERE IS A 20.0' PARKING SETBACK AND UNDISTURBED STORAGE , a N;m / N SPA S
BUFFER AREA ADJACENT TO PARCELS 88 AND 90 AS . C4 N .2 &+j 1
y
j
1 EXISTING 25.0' STORMSHOWN. A WAIVER HAS BEEN GRANTED FROM THE 3 RED M E TREE EASEMENT1-
PLANNING COMMISSION ALLOWING FOR THE SWM FACILITY 1 C F•FR ° - =s6 _ 4a - - - B 1428 P 546
5o 18 19 22
WITOBELOCATED THIN THE 20.0' UNDISTURBED BUFFER • \ SION
Ew G o t
D
AREA. REQUIRED PLANTINGS MUST BE REPLACED IN TOP OF GRATE INVE DEwALK fR , 17 21
rn 1 ANY LANDSCAPE PLANTINGSACCORDANCEWITHTHISWAIVER. IS 9" ABOVE BO TT s .. 14 15 16 XIS G ? THAT ARE DISTURBED WITHIN6. ONSITE PARKING AND CIRCULATION CONFORMS TO SECTION OF PONDING BASIN 5 7 PTOP-513.75 THIS AREA ARE TO BE
INV
I
4.12 OF THE ZONING ORDINANCE. '{ 5 • RELOCATED OR REPLACEDOUT-509.84
CG -2 REL R ATE AS NECESSARY7. FIRE FLOW FROM THE NEAREST PUBLIC HYDRANT, LOCATED s
PROPOSED s,, , -- 4 _ 6 5' LIGH1023 ; POLE_ ._ ..200.0' NORTH OF THIS SITE PLAN ON BERKMAR DRIVE, . - 15 R.C.P. W ; 3 TY'•)IS 4000 GPM t AT 20 PSI RESIDUAL. 2
8
9 10 11 12 13 141 ! PLANTER8
0
ANY LANDSCAPE PLANTINGS
BE RELOCATED OR REPLACEDTASRNECESSARYD ARE
INV ING DI ISLAND _, r EXISTING DI TO REMAIN. I
509 BENCHMARK= ', CANNOT BE MOVED DUE33
PHASE 1 CHI SLED SQUARE SANP TO POWER LINES.INV. OUT ; T ,
4.0'
4 #4 REBAR 3"
6 "
1.0' .
3.0 8 »
L4 -1 6 "X6" WELDED
WIRE MESH
3.0' PAVED CHANNEL DETAIL
N.T.S.
CLEAN -OUT BIOFILTERW /WATERTIGHT ACAP (TYP.) P
TOP =513.3 CROSS SECTION
3:1 SLOPE SEE OPTION 2
MAX) VEGETATIVE COVER
OPTIONS DETAIL
SOD TURF DROP INLET
SEE NOTE 1 • • (SEE NOTE 2)
TOP OF GRATE
513.75
ELEV. 10.23'- 15"
513.0 R.C.P.
0 4.999
ELEV. 2:5'..M1N; SLOPE
510.E INV. OUT=
1.0' MIN.. 509.84r
I -15.0' MIN. -
ELEV. =509.9
4 " -6" PERFORATED P.V.C.
UNDERDRAIN GRAVEL PIPE 01% SLOPE (MIN.) TOAASHTOM43, 1/2" -l") D.I. OR STORM DRAIN
WRAPPED IN FILTER FABRIC PROVIDE ACROSS ENTIRE
NOTES: WIDTH 0 20 F. O.C.
1. THE NEED FOR ADDITIONAL PAVEMENT EROSION PROTECTION
FROM EDGE OF PAVEMENT TO BOTTOM OF BIORETENMON AREA
MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS.
2. PROVIDE 1' -0" PONDING DEPTH TO THE CREST OF AN
OVERFLOW STRUCTURE. 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.
BIOFILTER
VEGETATIVE COVER
OPTIONS
OPTIONAL SMALL
OR MEDIUM TREES
TOP OF 20' O.C. 1" CALIPER
EMBANKMENT
514.0
alr. _fir
SOD
COVER
LUCK BIO- FILTER MIX OR TESTED
AND APPROVED EQUIVALENT.
OPTION 2
TURF COVER
T.M. ,,45 -90
GENEVA H. ANDERSON
D.B. 1894 P. 268
ZONED R6
PRESENT USE = RESIDENTIAL
POLE TO PAINT STRIPE
LOCATION. NEW POLE WILL
BE PLACED ON 1.0' DIAMETER.'
2.0' HIGH REINFORCED`
CONCRETE BOLLARD PEDESTAL _ I
PER MANUFACTURER.
e= r
PR Q ... =' _. ... SANITARY &Z4- ....
WA RA 2 S T 0 RY SEWER
rc- OFFICE BUILDING (FORCE
NT
3 .._
v MAIN N ('c IEXISTING) 'I 1
x . 11 SS12r
2 A 9
ni ak ; 6 7 8 9 10 M
1 4
5 133 4
OSED R =2.' 9' R =3 ? g Ii
l ..... 'WATER 2 EXISTINGMETERSWEETGUM TO
3- EXISTING BE RELOCATED
INKBERRY TO
BE RELOCATED '
S8912'45 "E ci
R =3' w i
2.1
t
APPROVAL BLOCK l
ALBEMARLE COUNTY SERVICE AUTHORITY A DATE
DEPARTMENT OF ENGINEERING DATE
PLANNING AND COMMUNITY DEVELOPMENT DATE
DEPARTMENT OF ZONING DATE
FIRE OFFICER DATE
BUILDING OFFICIAL DATE
T.M. 45 -109C
WOODBROOK ASSOCIATES L.L.C.
D.B. 1742 P. 699
ZONED Cl
PRESENT USE = OFFICE
SME
1 " =20'
HYDRANT
INSET
FIRE
HYDRANT
I.1
LANDSCAPINGCSCHEDULE (EXISTING)
3 RELOCATED
INKBERRY
IF
I NO
cV
I mo
I
v
3
00
IM =(14) SPIREA BUMALDA (DWF SPIREA)
jZA =(8) LIQUIDAMBAR STYRACIFLUA
ROTUNDILOBA (SEEDLESS SWEET GUM)
2) MAPLE (TO BE RELOCATED)
3) QUERCUS PHELLOS (WILLOW OAK)
40) CUPPRESS OCYPARIS LEYLANDII
LEYLAND CYPRESS)
4 =(32) ILEX GLABRA ( INKBERRY)
22) ILEX BURFORDII NANA
DWF BURFORD HOLLY)
25) BUDDLEA (BUTTERFLY BUSH)
y =(3) LAGERSROEMIA INDICAti
CREPE MYRTLE)
LANDSCAPI ( JUNIPERUS CHINENSISING (TORULOSA JUNIPER)SCHEDULE NEW
14) CUPPRESS OCYPARIS LEYLANDII
LEYLAND CYPRESS)
0 =(34) SPIREA BUMALDA (DWF SPIREA)
Q =(3) RED MAPLE TREES
1" CALIPER
8' ;m7A, Ry
0
a
44d
gr
4vo
I EWALK509.23 3 . `` ' _ USE TYPE III GRATEELEVATION= 516.77r ,REMOVE MANN ,
EXISTING , / f EXISTINGG
30 RCP ___.._iti,
M..
INV IN= 501.08 ,,. o LIOHI POLE ' c 09E
OD 1REPOSITIONEXISTINGLIGHT Q'i UNIVERSITY OF
4 Ao
2SETBACK AND
6 6 PAbRKIAIG
UNDISTURBED -
BUF Z
Q Q w j
T.M. 4,5_-8$ ,..__._.
EUGENE A OR ...-
ALTHEA M. ANDERSON
D.B. 1105 P.__JS8 --
ZONED - R6 _.
PRESENT USE = RESIDENTIAL
NOTES:
1. THE BIO- FILTER IS NOT TO BE INSTALLED UNTIL THE
SITE IS ADEQUATELY STABILIZED ACCORDING TO
WATER RESOURCE PERSONNEL (434) 296 -5861.
2. THE BIO- FILTER SOIL MIX MUST BE LUCK BIO- FILTER
MIX OR TESTED AND APPROVED EQUIVALENT. FOR
MORE INFORMATION PLEASE CALL WATER RESOURCES
PERSONNEL AT (434) 296 -5861.
2. THE BIO- FILTER SOIL MIX MUST BE STABILIZED WITH
SOD ALONG WITH TREES AND /OR SHRUBS LISTED ON
THE PLAN.
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JOB NUMBER
03- 007 -00
DWG. NAME
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SHEET
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