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PROJECT INFORMATION SP# 10-20
PARCEL IDENTIFICATION NO 90-A-58A PREVIOUSLY APPROVED SITE PLANS
STREET ADDRESS: 8365 VALLEY PIKE #13-77, #02-82, #01-87, #08-92, #15-92, #28-01,
SITE AREA: 18.209 ACRES #08-13, #40-09 &
PROJECT AREA: 13,423 SF #21-11 (PHASE I & II PARKING ADDITIONS)
CURRENT ZONING: MI #27-11 (BUILDING ADDITION)
CURRENT USE: Manufacturing #31-13 (BUILDING & PARKING EXPANSION)
PROPOSED IMPROVEMENT USE: North Parking Lot Expansion #20-16 (ROLL -OFF DUMPSTER ADDITION)
SETBACKS: REQUIRED PROVIDED #17-17 (GENERATOR & CHILL PAD, LOCATION,
FRONT PRIMARY 75' 797' HAZARDOUS WASTE /FLAMMABLE STORAGE LOCATIONS)
REAR 25' 139' #15-18 (NORTH TANK STORAGE PAD)
SIDE 25' 60,
MAXIMUM HEIGHT: 60' 15' or less than
PARKING SETBACK: REQUIRED PROVIDED
FRONT PRIMARY 25' 96'
SIDE 10' 99,
SIGNS: NO ADDITIONAL SIGNS ARE PROPOSED OR MODIFIED WITH THIS PLAN.
SITE LIGHTING: NO ADDITIONAL SITE LIGHTING IS PROPOSED OR MODIFIED WITH THIS PLAN.
F.A.R. CALCULATIONS
90-A-58A = 18.209 AC = 793,184.04 S.F.
TOTAL EX. BUILDING AREA = 218,000 S.F.
TOTAL EX. BUILDING / LOT AREA = 0.27 < 1.0
PARKING TABULATION
MAX. NUMBER OF EMPLOYEES PER SHIFT 180
SPACES REQUIRED 180*1.5 = 270
EX SPACES = 310 (INCLUDING 9 HC SPACES)
EXISTING SPACES = 310 (INCLUDING 9 HC SPACES)
PROPOSED SPACES = 33
TOTAL SPACES PROVIDED =343 (INCLUDING 9 HC SPACES)
AS ALLOWED UNDER §165-202.01(D)(3)(B) THE ZONING ADMINISTRATOR MAY ALLOW FOR THE USE
OF CONCRETE BUMPERS INSTEAD OF CURBING FOR PARCELS LOCATED OUTSIDE OF THE
SEWER AND WATER SERVICE AREA IF THE SITE PLAN PROVIDES FOR EFFECTIVE STORMWATER
MANAGEMENT AND EFFICIENT MAINTENANCE.
LANDSCAPED AREA CALCULATIONS
LANDSCAPED AREA REQUIRED 25%=4.5523 AC OR 198,296.01 S.F.
LANDSCAPED AREA PROVIDED 33.9%=6.18 AC OR 269,499.1 S.F
APPRO VALS
ZONING ADMINISTRATOR DATE
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS
AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE
APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE
DATE OF PLANNING APPROVAL.
PROJECT NOTES
SITE PLAN NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GRADING TO ENSURE
SMOOTH TRANSITIONS TO NEW PAVED PARKING AREAS AND POSITIVE
DRAINAGE A WAY FROM EXISTING BUILDING.
2. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE EROSION & SEDIMENT
CONTROL MEASURES PER VIRGINIA EROSION & SEDIMENT CONTROL
HANDBOOK.
3. AN ASBUILT SURVEY WAS PERFORMED IN PREPARATION OF THIS PLAN,
4. CONTRACTOR SHALL CALL MISS UTILITY PRIOR TO ANY EXCAVATION FOR
PAD AREAS.
STORMTWA TER MANA O'EMENT NARRATIVE
THE SUBJECT AREA IS CURRENTLY ALL STONE GRAVEL PARKING AREA.
PROPOSED PLAN INCORPORATES GREEN AREA AND ISLAND. DRAINAGE
PATTERN/ROUTE IS NOT ALTERED WITH THIS PLAN,
PRE -DEVELOPED IMPERVIOUS = 13,434 SF
POST -DEVELOPED IMPERVIOUS = 11,539 SF
DELTA IN IMPERVIOUS AREA= 1,895 SF
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PITTSBURGH PA 15275
540-868-3909
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DATE: FEB. 4, 2020
SCALE: AS SHOWN
DESIGNED BY: JNT
FILE NO. 0935GT
SHEET 1 OF -2
OF SERVICES: CIVIL ENGINEERING I LAND PLANNING I GIS I LAND SUH
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