HomeMy WebLinkAboutSDP200700098 Plan - Other (not approved) 2003-04-07PROJECT 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 = CHISLED 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 SOFT.
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 (100.00 %)
22. 0.29 ACRES OPEN SPACE (26.85 %)
23. 0.79 ACRES IMPERVIOUS AREA (73.15 %)
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= 2.5% OF 8,670 S.F. = 216.75 S.F.
USE 10'X22' FILTER =220 S.F.)
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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
WHER ANY IDISCREPANC ES THE REQUIREMENTS OF THE TESHALLMGOVERN. THE PERMIT
2 SPECIFICATIbNSDRAINAGE OFWOTSUNLESSCONSTRUCTIONNOTED ODS SHALL CONFORM TO CURRENT
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVEDEROSIONCONTROLPLANANDSHALLBEINSTALLEDPRIORTOANYCLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUMALLOWABLESLOPEIS2:1 (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 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.
a
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REVISIONS
MAY 27, 2003
JULY 18, 2003
AUGUST 14, 2003
AUGUST 26, 2003
SEPTEMBER 24, 2007
LE_
MAGNETIC
MERIDIANGovMERIDIAN
PUMP I
0 10 20 40
STATION
I SCALE IN FEET
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR \ I
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).REMOVE G ATE, 41 I
NOTE: / ^ RAISE MA HOLE
THIS BUIILI?IW WALL MtlST $E / / MANHOLE FRAMESTING0.0' 1 AND INSTA L ,`oNOTE
i / 1 -HOUW FIR V
AND PENINGS DRAINAGE MANH ' r 00
1. SBL= SETBACK LINE / PP =POWER POLE •-TT . 45 -86 / t(WALL ENDOWB WILL / EASEMENT AND COE TO 1 o ao
IF =IRON FOUND / PF =PIPE FOUND ALBEMARLE SOCIETY- F- ORTHE PREVENTION FINAL GRBFttM(TD. / ( 1i S J' (DEED BOOK I A E / Z
OF CRUEL 4NIMALS. INC. / / / l h REFEREIJCE RE OVED AND l
2. = SLOPES OF 25% OR GREATER. D•B,2209 P. 111 / / / , / / CANNO PL GGED PER I
ZONED Cl / / BE FO ND) S.R. C.A. EROSION
PRESENT USE - A IMASHEL Ski J COqNTROL PLAN EXISTING 20'
DATED WATERLINE
8SLOPESOF25% OR GREATER AS SHOWN ARE TEMPORARY / / / h
M » NOVEMBER 8, EASEMENT
AND MAN -MADE. AN AGREEMENT EXISTS BETWEEN THE 3.0' RIP =fiAP / / / OAK 001 D.B.1429
i bZ CH6AIWEL / { /qj / /S.P.C.A. AND THIS SITE TO PREPARE A LEVEL SITE. 1rrpm- COUNTY)
P.208 PLAT
SEE S.P.C.A. EROSION CONTROL / B.M.P. AMENDMENT PLAN
f /2 SHEETS) DATED NOVEMBER 8, 2001 AND APPROVED _ \\ /12" OAIf!IF
BY THE COUNTY OF ALBEMARLE. PF 36"
3. ALL OUTDOOR LIGHTING, REGARDLESS OF AMOUNT OF AV` OAK OAK ' 4 10 13
YPLUMENS, SHALL BE ARRANGED OR SHIELDED TO REFLECT a 6 (
TYP
9
LIGHT AWAY FROM ADJOING RESIDENTIAL DISTRICT AND eA / I
1
AWAY FROM ADJACENT ROADS.ALL LUMINAIRES WHICH
1
3
4 1 8 00.. ' 11 12
EMIT 3,000 OR MORE LUMENS SHALL BE FULL CUT -OFF QUALITY"VVATER" MEASURES iPOUT W O 7\ .6D `
LUMINAIRES. AND SEDIMENT TRAP FAD _ 94 / (TYP.)
4. THE SPILLOVER OF LIGHTING FROM PARKING AREA BdR___E NTION 50.04' h
O N°oo q SEW. RCE q ) U 1
LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN AREAs22 SO-rT. o " 0 /F '` ~~ 2 RAINT
CG -2
PP
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL 98.4 FT. r J / yNN 1
o S IP
E FOR ( - a P7_AJRK S- G
R
LFOOTCANDLE. DN ° uuf 515.2 ...b N SP ? rNGNOTEXCEEDONE - HALF 1 2 • I POLE
5. THERE IS A 20.0' PARKING SETBACK AND UNDISTURBED STORAGE _ i' ° , M " O c'i / ° rf ` w X, XISNG
BUFFER AREA ADJACENT TO PARCELS 88 AND 90 AS /
a -
SHOWN. AWAIVER HAS BEEN GRANTED FROM THE 3 RE MA TREES f
a p \F.F. -516. 2o.4 - 18 19 E0
B
D 22
Ln
PLANNING COMMISSION ALLOWING FOR THE SWM FACILITY cC
R : AG Exls1NG s.o' / 21
TO BE LOCATED WITHIN THE 20.0' UNDISTURBED BUFFER
D ASTON TIKU - SIDEWAU< NHO 17 Q °
i
AREA. REQUIRED PLANTINGS MUST BE REPLACED IN TOP OF GRATE INVERT 10 14 15 16 XI NG
ACCORDANCE WITH THIS WAIVER. IS 9" ABOVE BOTTOM fX IG POL 20
OF PONDING
513.75 S
BASIN
4.12 OF THE ZONING ORDINANCE. INV OUT= 509.84
SQ7
E EL D E • jRC SAS REL D
6. ONSITE PARKING AND CIRCULATION CONFORMS TO SECTION R ATE 1
7. FIRE FLOW FROM THE NEAREST PUBLIC HYDRANT, LOCATED PROPOSED
I
y' 4 5 6
7 96 CTYP) LIGH POLE
200.0' NORTH OF THIS SITE PLAN ON BERKMAR DRIVE, 10.23' -15" R.C.P. w
1 21 3 -
PLANTER (g 9 10 1\ 12 13 141 15
IS 4000 GPM t AT 20 PSI RESIDUAL. - ISLAND
8. ANY LANDSCAPE PLANTINGS THAT ARE DISTURBED ARE INVXISING DI I O, ' EXISTING B C SQTOBERELOCATEDORREPLACEDASNECESSARY. = 509.33 . TO TItG MANHOLE 20
I CHI ED SQUAR PROP S D
INV. OUT I I Ij- 4.28 ) PHASE 1 IN SI EWALK I SAN. E .
INV. Oq T= 499.28 DRAINAGE ELEVATION =516.7 FORC
509 23 1 ' EASEMENT REMOVE I MAIN
T.M. -L 1 6,gg S.P.C. A. OR ADJACENT LOT) 20.0' 1
EUGENE A. OR _ SANITARY X24
NOTES: ALTHEA M. ANDERSON f WA R 2 STORY SEWER I
1. THE BIO- FILTER IS NOT TO BE INSTALLED UNTIL THE D.B. 1105 P.-J98 EASEMENT
SITE IS ADEQUATELY STABILIZED ACCORDING TO ZONED -R€ --15
e OFFICE BUILDING MAIN)E of
WATER RESOURCE PERSONNEL (434) 296 -5861. CON
PRESENT USE = RESIDENTIAL / '
2. THE BIO- FILTER SOIL MIX MUST BE LUCK BIO- FILTER / pA ON - 1:111 (EXISTING) 30.0' BUILDING _S _
MIX OR TESTED AND APPROVED EQUIVALENT. FOR / / CONCRETE Qt-" 4
W
G
x S3MOREINFORMATIONPLEASECALLWATERRESOURCESJ:ENERATOR L
PERSONNEL AT (434) 296 -5861. / PAD 11 12 1 14 u
2. THE BIO- FILTER SOIL MIX MUST BE STABILIZED WITH / PRbP S EXISI G
M "" a SSODALONGWITHTREESAND /OR SHRUBS LISTED ON / _If a POLE ` W TE METE 6 7 8 9 10
THE PLAN. _ _ 1
21 3/ 4 5 LIGHT 13 4.0'
POLE 532.4
E A
R =3'I EXISTING WATER G /XISTING C
EXISTING
WATERLINE
EXISTING FULL FRONTAGE
IMPROVEMENT FROM S.P.C.A.
SITE PLAN (COMPLETE)
DATE
APRIL 7, 2003
SCALE
1 " =20'
SITE MAP
MA SCALE: 1" =2000'
1110 go to
00 so
EXISTING
WATERLINE
EASEMENT
D.B.1429
P.208 PLAT
EXISTING 25.0' STORM
EASEMENT
D.B.1428 P.546
ANY LANDSCAPE PLANTINGS
THAT ARE DISTURBED WITHIN
THIS AREA ARE TO BE
RELOCATED OR REPLACED
AS NECESSARY
RELOCATE EXISTING DI AS
SHOWN. MODIFY RELOCATED
DI BOX TO ACCEPT EXTENDED
EXISTING 15" R.C.P.
TOP= 516.19
INV. O JT= 512.34
I
T.M. 45 -109E
y UNIVERSITY OF
A 3 VIRGINIA EMPLOYEES
CREDIT UNION, INC.o0
I
D.B. 1448 P. 534
ZONED HC
b PRESENT USE =BANKIn
SANITARY
SEWER FORCE
MAIN
CLEAN - OUT BIOFILTER / / I ASSEIABLY VALVE -
Z- EXISTING BE e
B X
W /WATERTIGHT DUMPSTER I , $I /
CAP (TYP.) PLAN / I PAD (t b x S / INKBERRY TO 3 RELOCATED
TOP =513.3 CROSS SECTION
1 BE R LOCATED e I
INKBERRY
SEE OPTION 2
3:1 SLOPE VEGETATIVE COVER
MAX) OPTIONS DETAIL
SOD TURF DROP INLET
SEE NOTE 1 • • (SEE NOTE 2)
TOP OF GRATE
513.75
ELEV. i 10.23' -15"
5.0 R.C.P.13 0 4.99%
2:5'..MIN, . SLOPEELEV.INV. OUT=510.5 509.84
1.0' 1.0' MIN.'r.
15.0' MIN. - -0-I ELEV. =509.9
4 " -6" PERFORATED P.V.C.
UNDERDRAIN GRAVEL PIPE 01% SLOPE (MIN.) TO
AASHTO M43, 1/2 D.I. OR STORM DRAIN
WRAPPED IN FILTER FABRIC PROVIDE ACROSS ENTIRE
WIDTH 0 20 FT. O.C.
NOTES:
1. THE NEED FOR ADDITIONAL PAVEMENT EROSION PROTECTION
FROM EDGE OF PAVEMENT TO BOTTOM OF BIORETENTION 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 J
514.0 f
SOD
TURF
COVER
LUCK BIO- FILTER MIX OR TESTED
AND APPROVED EQUIVALENT.
OPTION 2
TURF COVER
z
I EXISTING °0
EXISTING I 2 I o' I I +516.48 +516.53 CURB I o0
50.0 LI H POLE a
INV IRCP 01.08 ; °o ol BUIL ING Occ
OD I ' Iw REPOSITION EXISTING LIGHT - a
0° N n I POLE TO PAINT STRIPE L 1 2 3 c0
514. 1 Iv % o LOCATION. NEW POLE WILL +
a •
20-0' PARKU 41 Iw .' BE PLACED ON 1.0' DIAMETER a ,-D I IE
SETBACK
UNDISTURBED
I N ' -2.0' HIGH REINFORCED IaIxoI; CONCRETE BOLLARD PEDESTAL ACCESSBUFFER - wl I o <1<1 PER MANUFACTURER. EASEMENT04ovD.B. 1428
CONCRETE 40.0' ACCESS P.546
5161 -08 1 I
DUMPSTER EASEMENTPAD
DUMPSTER (ULTIMATE ACCESS TO
AC UNITS
x / x I S89"12'45" I '(T.M5 -90 / - - R =3'
GENEVA H. ANDERSON 1Y5.45 IF Y •• '
D.B. 1894 P. 268 1 2 3 4 5 6 7 8 9 10
ZONED R6
PRESENT USE = RESIDENTIAL
EXISTING I8" CLASS 51
DUCTILE IRON
WATER LINE
APPROVAL BLOCK II
ALBEMARLE COUNTY SERVICE AUTHORITY
DEPARTMENT OF ENGINEERING
PLANNING AND COMMUNITY DEVELOPMENT
DEPARTMENT OF ZONING
FIRE OFFICER
BUILDING OFFICIAL
DATE
DATE
DATE
DATE
DATE
DATE
11 1 12 1 13 1 14 I 15 1 16 1 17 1 18 1 19
x i r I
EXISTING /
SANITARY
SEWER /
T.M. 45 -109C
WOODBROOK ASSOCIATES L.L.C.
D.B. 1742 P. 699
ZONED Cl
PRESENT USE = OFFICE
O C`1
co 0
o
3
00
LANDSCAPING
SCHEDULE (NEW)
14) CUPPRESS OCYPARIS LEYLANDII
LEYLAND CYPRESS)
34) SPIREA BUMALDA (DWF SPIREA)
Z)=(3) RED MAPLE TREES
1" CALIPER
HYDRANT
INSET
FIRE
HYDRANT
I
i
i
LANDSCAPING
SCHEDULE (EXISTING)
14) SPIREA BUMALDA (DWF SPIREA)
8) LIQUIDAMBAR STYRACIFLUA
ROTUNDILOBA (SEEDLESS SWEET GUM)
2) MAPLE (TO BE RELOCATED)
3) QUERCUS PHELLOS (WILLOW OAK)
40) CUPPRESS OCYPARIS LEYLANDII
LEYLAND CYPRESS)
a =(32) ILEX GLABRA (INKBERRY)
22) ILEX BURFORDII NANA
DWF BURFORD HOLLY)
25) BUDDLEA (BUTTERFLY BUSH)
3) LAGERSROEMIA INDICA
CREPE MYRTLE)
f =(4) JUNIPERUS CHINENSIS
TORULOSA JUNIPER)
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