HomeMy WebLinkAboutSDP201500042 Plan - Approved 2015-09-02�
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DEVELOPMENT
M I N 0 R AMENDMENT TO SITE FOR
WATER & CO ND I T I ON S
SEWER
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WOOLEN MILLS WAREHOUSES
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.
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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
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LINES AND STRUCTURES AS NECESSARY.
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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.
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TM77 PARCEL 4
4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY.0
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DB2909 PAGE 623
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (811).
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
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HYDRANT LINES, SERVICE LATERALS AND WATER LINES.
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DISTRICT, ALBEMARLE
SCOTTSVILLE cO V NTY VIRGINIA
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
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MIC L RS 9
i�. No. 33028
DATA
GENERAL NOTES
ALBEMARLE
ENGINEERING GENERAL
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ZONAL
LEGAL REFERENCE: TM 77 PARCEL 40
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF
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
ALL EXISTING UTILITIES.
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
SOURCE OF TITLE FOR PARCEL 40: DB 2909 PAGE 623
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
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2. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND
OWNER /DEVELOPER:
PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED.
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ONE -HALF (1/2) FOOT CANDLE.
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MARTUC, LLC
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,
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P.O. BOX 174
3. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
GRADING OR OTHER CONSTRUCTION.
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IVY VA, 22945
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR
CONTACT: CHRIS CARTER
SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND
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,
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AWAY FROM ADJACENT ROADS.
LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
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ZONING:
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
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LI - LIGHT INDUSTRIAL
IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
APPROVED SP: SP2000 -00025
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
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APPROVED SDP: SPD 1998 -00032
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
MAGISTERIAL DISTRICT: SCOTTSVILLE
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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SOURCE OF BOUNDARY SURVEY:
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BOUNDARY SURVEY PERFORMED BY B. AUBREY HUFFMAN & ASSOCIATES,
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LTD.
SPECIFIC NOTES SITE
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SOURCE OF TOPOGRAPHY: FIELD SURVEY PERFORMED BY RIVANNA
ENGINEERING AND SURVEYING, PLC. USGS DATUM.
1. 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
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DRAWING INDEX
APPROVALS
BENCHMARK: NAIL IN POWER POLE F204 ELEVATION 332.25
SHALL BE PROVIDED BY AN ONSITE STORMWATER QUALITY SWALE.
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2. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 10.
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BUILDING SETBACKS:
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50' FROM PUBLIC R/W
3. THE EXISTING SIGN SHALL REMAIN.
1 of 2 COVER SHEET
PARKING SETBACKS:
4. THE 100 YEAR FLOOD PLAIN IS AT THE 330 ELEVATION ON THIS SITE.
2 Of 2 SITE PLAN
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10' FROM PUBLIC R/W
5. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
LEGEND
PLANNING DEPARTMENT
MAXIMUM BUILDING HEIGHT: 35
6. TRASH REMOVAL: EXISTING DUMPSTER.
7. EXISTING LANDSCAPING CONSISTS OF DECIDUOUS WOODED AND GRASSED AREAS.
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PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL
8. SITE LIGHTING SHALL BE PROVIDED BY WALL MOUNTED FIXTURES WITH AN OUTPUT THAT
SHALL NOT EXCEED 3,000 LUMENS.
® Benchmark 500 Existing Elevation /Contour
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2" - SM 9.5 SURFACE MATERIAL
ZONING DEPARTMENT
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SIDEWALKS: 4" - 3000 PSI CONCRETE
--W/E--
/E Existing Waterline x 500 Proposed Elevation
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- -0 /E -- Overhead Electric F5-0-01 Proposed Contour
CURRENT USE: BREAD WAREHOUSE
Power Pole
INSPECTIONS DEPARTMENT /FIRE OFFICIAL
Slopes Greater Than 25%
Exist Light Pole _
PROPOSED USE: BREAD WAREHOUSE
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9-0 Prop. Light Pole :� :..:.::.
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FLOOR AREA RATIO: 41.4%
MH Manhole '"
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TOTAL IMPERVIOUS AREA: 41,887
C/O Clean -out Existing Concrete Sidewalk
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SERVICE AUTHORITY
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PARKING SCHEDULE:
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PARKING SPACES REQUIRED.
1 PARKING SPACE PER 500 SF OPEN TO THE PUBLIC:
MINOR AMENDMENT NARRATIVE
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3,000 SF / 500 SF = 6 PARKING SPACES
ENGINEERING DEPARTMENT
1 PARKING SPACE PER EMPLOYEE
THE OWNER IS PROPOSING AN APPROXIMATE 720 SF
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10 EMPLOYEES - 10 SPACES
16
BUILDING ADDITION AT THE REAR OF THE BUILDING FOR
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TOTAL SPACES REQUIRED =
P4
TOTAL SPACES PROVIDED = 16 (INC 2 HANDICAP)
ADDITIONAL WAREHOUSE SPACE. THE NUMBER of
VIRGINIA DEPARTMENT OF TRANSPORTATION
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EMPLOYEES HAS NOT CHANGED AND NO OTHER CHANGES
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LOADING SPACES REQUIRED: 1/10,000 SF OR 1 SPACE
ARE PROPOSED TO THIS PLAN.
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LOADING SPACES PROVIDED: 3 SPACES
RTE 250
LAND USE SCHEDULE:
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BOARD OF ARCHITECTURAL REVIEW
PRE - DEVELOPMENT % POST- DEVELOPMENT %
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BUILDING: 9,375 SF 13.3 9,987 SF 14.2
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PAVED: 31,900 SF 45.3 31,900 SF 45.3
Morket St
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PERVIOUS: 29,074 SF 41.4 28,462 SF 40.5
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FIRE OFFICIAL
TOTAL: 70,349 SF 100 70,349 SF 1100
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Submittal Type
DOM. (PROJECT NO:15.007
INDEX TITLE:
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Reviewed and Approved by the
Community D yeepment Departmen
Emden
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VICINITY SAP
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SCALE: 1" = 1000'
SHEET NO: 1 of 2
DATE: 07/27/15
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SHEET NO: 2 Of 2
DATE: 07/27/15
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DATE: 07/27/15