HomeMy WebLinkAbout15-18 Site PlanPROJECT NOTES: SPJR >8PREVIOUSLY
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APPROVED SITE PLANSk
PARCEL IDENTIFICATION NO. 90 -A -68A #13-77, #02-82, #01-87, #OB -92, #15-92, #28-01,
MEET-ADDR&L 8365 VALLEY PIKE
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PROJECT SITE ARRA: 18.209 ACRES #08-13, #40-09 &
mcnm"m AREA -4,875 SF #21-11 (PHASE I & R PARKING ADDITIONS)
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ZONING:CURRENT #27-11 (BUILDING ADDITION)Lu
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CURRENT SE: Manufacturing#31-13 (BUILDING &PARKING EXPANSION)
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PROPOSED IMPROVEMENT US& Storage Took Pad #20-18 (ROLL -OFF DUMPSTER ADDITION)
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BRY75' PROVIDED H17-17 & CHILL , LOCATION,\\�0
TBACK&PRIMARY STORAGE
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AZARDOUS WASTER
T /FLAMMABLE LOCATIONS
FRONT PR1REAR 76' 797' )
RIDE 25' 139'
Im-'INLET
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SIDE 26' 65'
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SED SITE .
MArmatM�Icac 80' I6' or leas tLen
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CONTRACTOR TO
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IMPRO MENTS *
PARKING 3E1'BACK: NO ADDITIONAL PARKING IS PROPOSED OR YwD+® WTI'H TID9 PUN.
NO ADDITIONAL SIGNS ARE TIDS PIAN.
OR POOR
GRADE AREA FOR
TO -724.3
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P\ELEV = 723.3 \
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SITE LIGHTING: NO ADDITIONAL SITE 11CHTINC is PROPOSED OR MODIFIED WITH THIS PIAN,
NG IS R M IFIE
IN IN=721.211
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POSITIVE DRAINAGE TO
INV.IN=72D.$6
F.A.R. CALCU ATTONS
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20.Ql
(12')
90 -A -58A = 1e.209 Ac = 793,184.04 S.F.
NEW INLET TOP
IN1y.OUT
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TOTAL EX. BUILDING AREA = 218,000 S.F.
TOTAL ETC. BUILDING /IAT AREA 0.27 1.0
x 144 4
HDF�E LIMITS \
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RE-F� OF DI U RBANC
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LANDSCAPED AREA CALCULATIONS
LANDSCAPED AREA REQUIRED 25%=4.6523 AC OR 196,296.01 S.F.
EX FDC
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LANDSCAPED AREA PROVIDED 33.71%=6.14 AC OR 267,604.1 S.F
726.\SITE
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PLAN APPROVAL
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CONNECT EX. 6" DISCHARGE 1 m
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CONC. BO LA
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SREAA MMM l515
LINE TO SUMP PIT PROVIDE BACK
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FLOW PREVENTION ON NEW LINE I
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APPROVALS
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CONT
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ZONING ADMINISTRATOR DATE
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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 PRIORCONSTRUCTION.
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VEEP HORS @ 1' QN
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APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)) YEARS FROM THE
2 -TEST PITS
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DATE OF PLANNING APPROVAL
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VICINITY MAP
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TANKS & CINC.
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100 0 100 200
_ _ MOUND TOP OF CONCRETE FILL
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® CONTAINM
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SCALE: 1" = 100'
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6" DIA. SCHEDULE 40 3'
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STEEL PIPE FILLED WITH
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CONCRETE AND PAINTED 6"
vELLow
UPON COMPLETION OF REROUTING LE
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PLAN NOTES
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DISCHARGE LINE AND STM DRAINLDETAILS
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1 6 ON CENTERBOTH
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1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GRADING TO ENSUREPOSITIVE DRAINAGE A WAY FROM NEW CONCRETE PADS. "<F:d "
TO BE REMOVE
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2. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE EROSION & SEDIMENT 18' DIA. CONCRETE 4'
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CONTRACTOR TO COORDINATE =I
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CONTROL MEASURES PER VIRGINIA EROSION & SEDIMENT CONTROL ENCASEMENT
HANDBOOK
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DISCONNECT AND REMOVAL WITH I
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UPON COMPL
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3. AN ASBUILT SURVEY WAS PERFORMED IN PREPARATION OF THIS PLAN, k. .. .•. ,
OWNER I\
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4. THIS PLAN WAS PREPARED TO DELINEATE THE HORIZONTAL GEOMETRIC e e
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CONTRACTOR
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LOCATION NORTH TANK STORAGE PAD ONLY.
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p� AREAS. SHALL CALL MISS UTILITY PRIOR TO ANY EXCAVATION FOR
RELOCATE
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NEW APHALT
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BOLLARD DETAIL 10/28/14
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CONTRACTOR NOTES:
1. PURCHASE/INSTALL CHAIN LINK FENCE AROUND PERIMETER OF CONTAINMENT N.T.S. VER 1
WALLS W/2
CO
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FOR POSITIVE
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ACCESS DOORS. FENCE DESIGN TO BE COORDINATED WITH OWNER
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2. FABRICATE/INSTALL STAIRS/PLATFORM FROM CONTAINMENT WALL ELEVATION TO
FLOOR ELEVATION 2
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ATTON AT ACCESS DOORS. CONTRACTOR TO COORDINATE MATERiAi.
IMM
26.1
5.
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CONTRACTOR3. DRAIN DURATION OF_
PROJECT- WILL NEED TOEMOW FROM EXISTING WEST END RING OF DRAIN INTO A
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SUMP/PUMP AND HOSE ALONG WALL OF BUILDING TO TIE BACK INTO EAST END OF
DRAIN TO NOT SHUT DOWN PRODUCTION
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UNTIL NEW TANK SYSTEM IS UUP AND
OPERATING. CONTRACTOR TO COORDINATE WITH OWNER
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1-4"IASP LITSP�
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FREDERICK COUNTY INSPECTION DEPARTMENT NO
1. SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL
APPLY
TEST PIT'$
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6" CONC. BOLLA
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TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.)
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OWNER/DEVELOPER
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FISHER SCIENTIFIC COMPANY LLC
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300 INDUSTRY DR
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PITTSBURGH PA 15275
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540-868-3909
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ATE: MAY B. 2018
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SCALE: AS SHOWN
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DESIGNED BY: JNT
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FILE N0. 0935GT
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SHEET 1 OF 1
CA E: 1"
10'
GE: 18-xx