HomeMy WebLinkAboutSDP200400036 Plan - Approved Major Amendment, Final Site Plan 2005-03-05"� d�P^' i�i�,-;WvvLEN (n nMJ IL4t� _
S�TE DATA
LEGAL REFERENCE: TM 77 PARCEL 40
SOURCE OF TITLE FOR PARCEL 40: DB 2909 PAGE 623
OWNER:
CHRISTOPHER CARTER
P.O. BOX 174
IVY VA, 22945
DEVELOPER:
C.W. HURT CONTRACTORS
195 RIVERBEND DRIVE
CHARLOTTESVILLE VA, 22911
ZONING:
LI - LIGHT INDUSTRIAL
APPROVED SP: SP2000-25
MAGISTERIAL DISTRICT: SCOTTSVILLE
SOURCE OF BOUNDARY SURVEY:
BOUNDARY SURVEY PERFORMED BY B. AUBRY HUFFMAN 8c ASSOCIATES,
LTD.
SOURCE OF TOPOGRAPHY: FIELD SURVEY PERFORMED BY RIVANNA
ENGINEERING AND SURVEYING, PLC. USGS DATUM.
BENCHMARK: NAIL IN POWER POLE F204 ELEVATION 332.25
BUIDLING SETBACKS:
50' FROM PUBLIC R/W
PARKING SETBACKS:
10' FROM PUBLIC R/W
MAXIMUM BUILDING HEIGHT: 35'
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL
2" - SM 9.5 SURFACE MATERIAL
. -
SIDEWALKS: 4 3000 PSI CONCRETE
CURRENT USE: BREAD WAREHOUSE
PROPOSED USE: BREAD WAREHOUSE
FLOOR AREA RATIO: 41.4%
TOTAL IMPERVIOUS AREA: 41,275
PARKING SCHEDULE:
PARKING SPACES REQUIRED:
1 PARKING SPACE PER 500 SF OPEN TO THE PUBLIC:
3000 SF / 500 SF = 6 PARKING SPACES
1 PARKING SPACE PER EMPLOYEE
10 EMPLOYEES = 10 SPACES
TOTAL SPACES REQUIRED = 16
TOTAL SPACES PROVIDED = 16 (INC 2 HANDICAP)
LOADING SPACES REQUIRED: 0
LAND USE SCHEDULE:
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY
DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF
ALL EXISTING UTILITIES,
3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
ONE-HALF (1/2) FOOT CANDLE.
4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR
SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY
FROM ADJACENT ROADS.
1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO THE WOOLEN MILLS
WAREHOUSES SITE (SDP 98-32). THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR AN
ADDITION TO THE EXISTING BUILDING AND ASSOCIATED PARKING.
2. STORM WATER DETENTION IS NOT REQUIRED AS THIS SITE IS IN THE MOORES CREEK
DRAINAGE BASIN (MORE THAN 100 TIMES THE DISTURBED AREA). STORMWATER QUALITY
SHALL BE PROVIDED BY AN ONSITE STORMWATER QUALITY SWALE.
3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 10.
4. THE EXISTING SIGN SHALL REMAIN.
5. THE 100 YEAR FLOOD PLAIN IS AT THE 325 ELEVATION ON THIS SITE.
6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
7. TRASH REMOVAL: EXISTING DUMPSTER.
8. EXISTING LANDSCAPING CONSISTS OF DECIDUOUS WOODED AND GRASSED AREAS.
9. SITE LIGHTING SHALL BE PROVIDED BY WALL MOUNTED FIXTURES WITH AN OUTPUT THAT
SHALL NOT EXCEED 3,000 LUMENS.
10. PARCELS 40 & 40R SHALL BE COMBINED PER PLAT BY B. AUBREY HUFFMAN AND
ASSOCIATES DATED NOVEMBER 19TH, 2004.
RTE 250
N
Market St
110COO
I era
Cherr Av o �° ad wa St
SITE
Linden Pv
V�C�N�TY
SAP
SCALE: I" = 1000'
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON
JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIRE
HYDRANT LINES, SERVICE LATERALS AND WATER LINES.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
N41111 It4k
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 MAXIMUM ALLOWABLE SLOPE !S 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 (29 CFR PART 1926).
i
1 of 2 COVER SHEET
2 of 2 SITE PLAN
®
PRE -DEVELOPMENT
%
POST -DEVELOPMENT
--W/E--
BUILDING:
6,000
SF
8.5
9,375
SF
13.3
PAVED:
23,200
SF
33.0
31,900
SF
45.3
PERVIOUS:
41,149
SF
58.5
29,074
SF
41.4
TOTAL:
70,349
SF
100
70,349
SF
100
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY
DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF
ALL EXISTING UTILITIES,
3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
ONE-HALF (1/2) FOOT CANDLE.
4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR
SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY
FROM ADJACENT ROADS.
1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO THE WOOLEN MILLS
WAREHOUSES SITE (SDP 98-32). THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR AN
ADDITION TO THE EXISTING BUILDING AND ASSOCIATED PARKING.
2. STORM WATER DETENTION IS NOT REQUIRED AS THIS SITE IS IN THE MOORES CREEK
DRAINAGE BASIN (MORE THAN 100 TIMES THE DISTURBED AREA). STORMWATER QUALITY
SHALL BE PROVIDED BY AN ONSITE STORMWATER QUALITY SWALE.
3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 10.
4. THE EXISTING SIGN SHALL REMAIN.
5. THE 100 YEAR FLOOD PLAIN IS AT THE 325 ELEVATION ON THIS SITE.
6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
7. TRASH REMOVAL: EXISTING DUMPSTER.
8. EXISTING LANDSCAPING CONSISTS OF DECIDUOUS WOODED AND GRASSED AREAS.
9. SITE LIGHTING SHALL BE PROVIDED BY WALL MOUNTED FIXTURES WITH AN OUTPUT THAT
SHALL NOT EXCEED 3,000 LUMENS.
10. PARCELS 40 & 40R SHALL BE COMBINED PER PLAT BY B. AUBREY HUFFMAN AND
ASSOCIATES DATED NOVEMBER 19TH, 2004.
RTE 250
N
Market St
110COO
I era
Cherr Av o �° ad wa St
SITE
Linden Pv
V�C�N�TY
SAP
SCALE: I" = 1000'
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON
JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIRE
HYDRANT LINES, SERVICE LATERALS AND WATER LINES.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
N41111 It4k
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 MAXIMUM ALLOWABLE SLOPE !S 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 (29 CFR PART 1926).
i
1 of 2 COVER SHEET
2 of 2 SITE PLAN
®
Benchmark
500
Existing Elevation /Contour
--W/E--
Existing Waterline
x [500]
Proposed Elevation
--0/E--
Overhead Electric
500
Proposed Contour
Power Pole
No
SI Greater Slopes es Grea
t Than 25`�
0
Exist Light Pole
.-0
Prop. Light Pole
i
New Concrete Sidewalk
MH
Manhole
C/O
Clean-out
Existing Concrete Sidewalk
7�t�
PLA,NN NG DEPARTMENT
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SERVICE AUTHORIT
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ENG NEER NG DEPARTMENT
V RGN A DEPARTMENT Or TRANSPORTAT ON
BOARD OF ARCH TECTURAL REVEW
ERE OEECAL
PLTH �F
TIMOTHY R. MILLER
CERTIFICATE No.
30542 z
S/ONAL EAG
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Revisions: I
ND. I DESCRIPTION DATE
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NOTES:
Converted From Mud Trap
1. The need for additional namianent ev ion prot9don from the edge of the mavement to the
bottom of the water quality wale mint be evaluated on an individual basis.
2. Provide T ponding depth to the arest of an overflow acture.
3. All PVC pipe shdl be SdWule 40.
4. Upon Site stabilization the Mud trap shall be converted to the wale spillway as shown an the
detail.
STONE DiSSUPATFR
#1 Stone @ inlets; 40 Now SOD TURF
CURB pavement to prevent dogging.
PAVEMENT Refer to detail below. CLEAN-OUT
YVIVNATFRTIGHT
V -T (MIN) CAP Berm at Weir
325.5
WI
Channel @ Weir
( MIN) g 324.5 33:1 SLOPE
50% SAND/30% TOFF (MIN)
S011 LEAF MULCH
(SAND. 0. °-O.W 2'-00
ASTM FINE) (MIN) �" NON -PERFORATED
PVC PIPE 1%
SLOPE (MIN)
4"-�°' PERFORATEDIfN�L�R91�,41N GRAVEL
PVC PIPE AN 1%
SLOPE (MIN) TO ( HITS M43,1/2°-1°)
D1 OR STORM DRAIN PF® IN FILTER FABRIC
(--�IWATER QUALITY SWALE DETAIL
NOT TO SCALE
+ \ ..
New Pavement
Old Parcel Line - �
Pnr An S2, AnR T—F
T-4 vv V v
2" — 5 396 sf
1,980
sf
t
Eastern Redbud
C' �
INTERIOR
LANDSCAPING:
Ga w
........
Cornus Florida
................ _._ ....................
_------
INTERIOR
LANDSCAPING
REQUIRED: 0.05*41,275 SF = 2,063 SF CANOPY
T-5
2" — 1 155 sf
155
sf
QUANTITY
REQUIRED: 1 TREE PER 10 PARKING SPACES
Dogwood
a ti
� o
1610 = 1.6 TREES
Pyrus Calleryona
......................._
.............
INTERIOR
LANDSCAPING
PROVIDED: 7,296 SF
T-6
2" — 5 191 sf
955
sf
C
O
QUANTITY
PROVIDED: 25 TREES
Bradford Pear
30542
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TOTAL CANOPY:
FSS/ONAL
ENG
Total Canopy
7,296
sf ;
REQUIRED:
0.10*70,350
SF = 7,035 SF
......... ..........
... ... .... .... .... .........
3. Ctv Comments
......
PROVIDED:
7,296 SF
OPENINGS THROUGH CURB
PAVEMENT
SHEET
FLOW
BUMPER
BLOCKS
O O O
BIOFILTER OR
WATER QUALITY SWALE
PLAN
NOTES:
1. PROVIDE SHEET FLOW, EVENLY DISTRIBUTED ACROSS
PAVEMENT. AVOID CONCENTRATING FLOWS,
2. PROVIDE SILT FENCE OR TEMPORARY DIVERSION AT
EDGE OF PAVEMENT DURING CONSTRUCTION. REMOVE
AFTER FINAL STABILIZATION.
SHEET FLOW/ NO CURB
PO • 20 40 •�
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TIMOTHY R'. MILLER
D
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CERTIFICATE No.
30542
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FSS/ONAL
ENG
Revisions:
NO. DESCRIPTION
DATE
1 Cty Comments
5 17 04
2 Cty Comments
10Iblultil
3. Ctv Comments
11 9 04
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