HomeMy WebLinkAbout33-00 Kraft Foods - Flammable Storage Warehouse - Stonewall - Backfile (2)N
PROJECT LOCATION J�,<✓.�
FREDERICK COUNTY 1 J
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220 Park Center Drive
Winchester, VA 22603
Phone: (540) 678-0442
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F,LAMMABLE STORAG-15
WAREHOUSMS
F
R '' D
R I C i
COUNTY,
VIRGINIA
D E X " F I!j
-I N A W I N G S-
DESCRIPTION
DRAWING NO.
COVERSHEET..................................................................C-1
NOTES AND LEGEND ....................................................... C - 2
1EXISTING SITE CONDITIONS...........................................C-3
SITEPLAN........................................................................0 - 4
APPROVED
S;tom PIS 33.00
�W'�I'TH O�
v HOOD D. MOOD ;0-
Naama
'0,� 191 v�. y Z000
ORAL
PROFESSIONAL SEAL
VICINITY MAP
1 " = 2000'
Rev. 07/19/2000
Approved by the Zoning Administrator
Zoning Administrator Signature
t /0-0
Date
Note: Site plan is valid until 5 years after approval date.
Zw::91 EP ENGINEERING,
971 Acorn Drive
Harrisonburg, VA 22802
Phone (540) 434-4135
INC.
C ® 042
GENERAL NOTES
1. Contractor shall furnish all materials, labor and equipment required
and shall perform all work including restoration for the completed
installation of utility systems and all other improvements shown or
implied as necessary. Unless otherwise noted, specifications for all
work will be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation. Virginia
Department of Health. County of Frederick, and the contract documents.
2. Any discrepencies found between the drawings and specifications.
and site conditions or any inconsistencies or ambiguities in drawings
or specifications shall be immediately reported to the engineer in
writing, who shall promptly address such inconsistencies or ambiguities
in writing. Work done by the contractor after his discovery of such
discrepancies. inconsistencies or ambiguities, without clarification from
the engineer of record, shall be done at the contractor's risk.
3. Contractor to verify the exact location of all existing utilities and
notify the Engineer of any conflicts with existing and proposed
utilities. Damage to existing utilities shall be the Contractor's
responsibility. Forty-eight (48) hours prior to any excavation
call "Miss Utility" 1-800-552-7001.
4. Contractor shall be responsible for all construction stakeout. All
dimensions and elevations shown on the contract documents shall be
field verified by the Contractor prior to beginning work.
5. Contractor shall obtain, at his expense, all permits required prior to
starting work and shall adhere to the conditions imposed.
6. Any unusual subsurface conditions encountered during the course
of the work shall be brought to the attention of the Geotechnicul
Engineer / Owner.
7. Access by emergency vehicles must be maintained at all times. Access
to fire hydrants must not be impeded at any time by parked cars,
construction materials, soil stockpiles. etc.
8. Refer to architectural drawings for exact building dimensions.
CONSTRUCTION NOTES
EARTHWORK NOTES:
1. All materials used for fill or back -fill shall be free of wood, roots,
rocks, boulders or any other non -compactible soil type material.
Unsatisfactory materials also include man-made fills and refuse
debris derived from any source.
2. Satisfactory material for use as fill for public streets includ,:;") materials
classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC.
ML and CL groups. The moisture content shall be controlled within
plus or minus 2 percentage points of optimum to facilitate compaction.
Generally, unsatisfactory materials include materials classified in ASTM
D-2487 as PT, CH. MH. OL, OH, and any soil too wet to facilitate
compaction. CH and MH soils may be used subject to results of the
Geotechnical Report and upon approval from VDOT. Soils shall have
a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have
a plasticity index less than 17.
3. Materials used to construct embankments for any purpose, back -fill
around drainage structures or in utility trenches or any other depression
requiring fill or back -fill shall be compacted to 95% of maximum density
as determined by the standard proctor test as set out in ASTM Standard
D-698. The contractor shall, prior to any operations involving filling or
back -filling, submit the results of the proctor test together with a certification
that the soil tested is representative of the materials to be used on the
project. Tests shall be conducted by a certified materials testing
laboratory and the certifications made by a licensed professional
engineer representing the laboratory.
4. Compaction of fill material under building slabs shall be based upon
recommendations of soils engineer after completion of standard proctor
test and shall meet bearing requirements of architect for buildings. The
contractor shall be responsible for testing.
5. Embankment fill and trench back -fill shall be placed in lifts at a maximum
uncompacted depth of 8 inches and 6 inches. respectively. Density tests
shall be conducted at the following minimum frequencies:
(a) embankments for roads, streets, dams, etc.:
one test per lift per 10,000 square feet of lift.
(b) back -fill around structures and in trenches:
one test per lift per 500 linear feet of trench.
6. Changes or revisions to these construction plans shall not be made
without approval by the owner, engineer and all regulatory agencies.
SITE PLAN NOTES:
I. Parcel area: MOO acres
2. Zonl ng: M-1
J. Use: Manufacturing
4. Property Identl f I cotl on *: 54 ((A)) 36H and 36G
5. Maglsterlai Dlstrlct. Stonewall
6. BuIlding Setbacks:
Front= 75'
Slde= 251
Rear= 25'
7. BuNding Area= Proposed: 9,371 sq. ft. (Per SJte Development Plan
*50-99)
Proposed: 8,727 sq. ft. (per Slte Development Plan
*52-99)
Proposed: 2,312 sq. ft. (per Slte Development Plan
*54-99)
Proposed: 2,560 sq. ft. (per SJte Development Plan
*14-00)
Proposed: 7,520 sq. ft. (per Slte Development Plan
*21-00)
Proposed: 720 sq. ft. (per this plan)
Exlsting: 219,298 sq. ft.
8. F.A.R.= 9,371 sq. ft. (per Slte Development Plan *50-99) +
8,727 sq. ft. (per SI to Development Plan *52-99) +
2,312 sq. ft (per SJte Development Plan *54-99) +
2,560 sq. ft. (per Slte Development Plan *14-00) +
7,520 sq. ft. (per SI to Development Plan *21-00) +
720 sq. ft. (per thls plan) +
219,298 (exlsting)/30.00 acresx43,560 sq. ft.
=250,508/1,306,800=OJ92
ABBREVIATIONS
C/L OR
CENTERLINE
CONC.
CONCRETE
DIA.
DIAMETER
EG
EXISTING GAS
EL.
ELEVATION
ESMT.
EASEMENT
EW
EXISTING WATER
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
F.E.S.
FLARED END SECTION
F.H. or F/HYD
FIRE HYDRANT
FL
FIRE LINE
F.W.
TOP OF FOUNDATION WALL
G.V.
GATE VALVE
HORIZ.
HORIZONTAL
INV.
INVERT
LAT.
LATERAL
LT.
LEFT
M/H
MANHOLE
MIN.
MINIMUM
NE
NORTH EAST
NW
NORTH WEST
P.C.
POINT OF CURVE
P.I.
POINT OF INTERSECTOPN
P.T.
POINT OF TANGENT
PVC
POINT OF VERTICAL CURVE
PVI
POINT OF VERTICAL INTERSECTION
PVT
POINT OF VERTICAL TANGENT
R
RADIUS
R.D.
ROOF DRAIN
RT.
RIGHT
SAN. SEW. or S
SANITARY SEWER
SEW.
SEWER
ST'D
STANDARD
STM. SEW.
STORM SEWER
SE
SOUTH EAST
SW
SOUTH WEST
TPD
TRIPS PER DAY
VERT.
VERTICAL
W/L
WATERLINE
X-ING
CROSSING
EXISTING
—X X
PROPOSED
ROADS
------------ I ROAD CENTERLINE
CURB
CURB TAPER
• SIDEWALKS
BUILDINGS
FENCE
Aft DECIDUOUS TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
PROPERTY LINE
C__===='= STORM SEWER
— — 2900 — -
-----2898----
2876.3
Iesk:)o INDEX CONTOUR
ease INTERMEDIATE CONTOUR
�C SPOT ELEVATION
2893.66�
------------ LIMITS OF CLEARING
AND/OR GRADING
PARK//VG ANALYS/S
PARKING SPACES REQUIRED FOR WAREHOUSE SPACE PER THE FREDER/CK COUNTY
ZONING ORDINANCE IS AS FOLLOWS:
I PARKING SPACE PER WAREHOUSE EMPLOYEE IS REQUIRED.
(NO ADDITIONAL EMPLOYEES WILL BE UTILIZED IN CONJUNCTION WITH THIS
WAREHOUSE ADDITION.)
THERE IS NO ADDITIONAL PARKING REQUIRED FOR THIS BUILDING ADDITION.
FLOOR AREAS
EXISTING MANUFACTURING - 209,026 SQ. FT.
PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4P.52-99) - (+/-)8,727 SO. FT.
PROPOSED MANUFACTURING (PER SITE . DEVELOPMENT PLAN 1054-99) - <+/->2,3/2 SQ. FT.
EXISTING OFFICE SPACE - (-/-)I0.272 SQ. FT.
PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 4050-99) SQ. FT.
PROPOSED WAREHOUSE EXPANSION
(PER SITE DEVELOPMENT PLAN 4"I4-00) - (•/-)2,560 SQ. FT.
PROPOSED FLA"MABLE STORAGE WAREHOUSE (PER THIS PLAN) - (-/-)720 SQ. FT.
GROSS FLOOR AREA - <+/-)242,988 SO. FT.
PROPOSED OUTDOOR EMPLOYEE
BREAK AREA (PER SITE DEVELOPMENT PLAN 4050-99) SO. FT.
PROPOSED RAIL SHED ADDITION (PER SITE DEVELOPMENT PLAN w 2/-00) - (;/-)7,520 SQ. FT.
TOTAL FLOOR AREA - (+/-) 25I,842 SQ. FT .
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TRIAD ENGINEERING, INC.
HARRISONBURG. VIRGINIA
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TRIAD ENGINEERING, INC.
RETAIL
ZONED B-3 ,� I
54 ((A) ) 84
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RETAIL
ZONED M-2
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SIDING RELOCAT/ON n .' y • I I ; ,
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REEF_ R TO KRAFT FOODS
pCHILLER DIKERAIL SIDING RELOCAT/O NO EXP NS/ON I PAD FRUCTOSE
ORAW/NGS BY TR/A INC. dI TANKS
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SITE ORIENT AT ION
-ONLY=
VACANT
ZONED M-1
54 ((A)) 36G
(OWNED BY KRAFT
GENERAL FOODS)
PROPOSED BUILDING
AOOIT/ON. REFER
TO S/TE DEVELOPMENT
PLAN '"/4-00
/
RETAIL /
ZONED B-3 /
54 ((A)) 85
-------------------------------------------------------------------- -- -- ------ / ---
PF?OPOSED RA/LHOAO S"ED.
REFER TO S/TE DEVELOPMENT
/=LAN '"2/-00
- — -- — -- — -- — -- - -- / ------------------------------------------
VACANT
ZONED B-3
43 ((1) C
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MANUFACTURING. STORAGE AND OFFICE BUILDING I I
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N PP II I FLOOR ELEV.--690.0 I I III �A
II I I I BUILDING
HEIGHT-LESS
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AREA=219,298SOT
MANUFACTURING --I
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r I PROPOSED BUILDING o I I -- -a ----
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PLAN 4'52-99
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—� • N �— 75' BUILDING SETBACK
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----------------- --------------- S 47• 22' 23"
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11 WEST BROOKE ROAD (ROUTE 1320)
60' R/W
II POSTED SPEED-35 M.P.H. 1 ` EX. 2-4 -,"
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VACANTZONED M-154 ((A)) 360
20' SAN. 1 I I
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NOTES:
IJ MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT
M-1 IS 60' PER SECTION 165-83A OF THE FREDERICK
COUNTY ZONING ORDINANCE. THE HEIGHT OF THE
PROPOSED BUILDING /S LESS THAN 60'.
2J UTILITY SERVICE TO WAREHOUSE SHALL BE PROVIDED
FROM EXISTING BUILDING. NEITHER OVERHEAD NOR
UNDERGROUND ELECTRIC SERVICE /S REQUIRED.
3J SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR
THE ROUTING OF UTILITIES WITHIN THE PROPOSED
WAREHOUSE.
4J SEE ARCHITECTURAL/STRUCTURAL DRAWINGS FOR
FOUNDATION DETAILS AT EXISTING UTILITY CROSSINGS,
DOOR LOCATIONS, STOOPS, ETC.
5J THOUGH NOT SPECIFICALLY DEPICTED HEREIN. SCOPE OF WORK
FOR THE PROPOSED WAREHOUSE SHALL INCLUDE ALL REQUIRED
DEMOLITION.
6J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES.
7J ROOF RUNOFF SHALL BE CONVEYED AWAY FROM THE BUILDING
EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY
TO EX/STING STORM DRAINAGE SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS BY STAHLMAN ENGINEERING CORPORATION FOR RELOCATION
OF EXISTING SCUPPER DRAINS AND LOCATION OF PROPOSED SCUPPER
DRAINS.
existing son. m/h
top=685.79
4" inv. in=679.29
exist. 6" inv. in=678.84 exist.
6" inv. in=679.14 roof drain
roof drain
8J BUILDING SETBACK REQUIREMENTS /N ZONING DISTRICT M-/ PER THE
FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS.-
-FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS - 75'
-FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS - 75'
-SIDE YARD SETBACK - 25"
-REAR YARD SETBACK - 25'
9J BUILDING SETBACKS PROVIDED:
-FRONT YARD BUILDING SETBACK PROVIDED TO THE EAST (PARK CENTER DRIVE) - N/A
-FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH (WEST BROOKE ROAD) - 160J'
-SIDE YARD BUILDING SETBACKS PROVIDED TO THE WEST - 1094.6'
-REAR YARD SETBACKS TO THE NORTH (CSXT R-O-W) - N/A
/OJ ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE
STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE.
UJ NO OUTDOOR STORAGE WS PROPOSED WITH THIS WAREHOUSE.
12) THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES.
13J ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING ADDR-ION
ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. SEE ARCH. PLANS
FOR LIGHTING SPECIFICATIONS. OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT
GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. (PER SECTION
165-35A OF THE FREDERICK COUNTY ZONING ORDINANCE).
Lf
14J THERE ARE NO PROPOSED EASEMENTS IN ASSOCIATION WITH THE CONSTF'UCT/ON ------------
OR OPERATION OF THIS WAREHOUSE.
I I i I I I
I5J THE OUTDOOR TRASH RECEPTACLE /S A FULLY ENCLOSED AND SELF-CONTAINED TRASH
COMPACTOR WITH ACCESS ONLY FROM THE INTERIOR OF THE BUILDING. THE ENTIRE I cn
CONTAINER WILL BE REMOVED AND REPLACED WHEN FULL
REMOVE I I I II
NG
6' SAN. LAT.Ll G
M/H AS NECESSARY
(PER SITE DEVELOPMENT I I
PLAN 052-99) I ex i st i h g s t m m/ f
1 0 Inv. 0ut=678. 92 I top�688. 77 I
existin building line ex. w. v.---- --- -- J I8" inv.i i 84.1 �DI I 1\�
ex I st I ng stm m/h \ __`-_--_______-------------------- ,I I, /�' ---------a1--�8 I 11
o inv. ou =684. dg I I ,
top=685. 94 y�; ___- I ex i st i ng stm rn/h - rl •d II -- - �I I ii I I 01 II
12 inv. i n=680. 75 I �} „ existing stm m,(h top=685. 59;' •' V I ex i st.� - II ' o I� \
1 2" inv. i n=680. 65 Ir to 685. 68 I r' roof drai n " i 0
,l II p= I inv. out-683. 03 c� ----- .''ten,-° III \- / I I\ _ I =___ �I I _ s�� I I existing edge
'
1 2" inv. out=680. 56 ` v� ) ----------- -- ----- _ _ _ _----- - -� I=F=====_____ - i 9 g
1 i �IJ -- ------ - - -'-- _ -_------. ----------- --- - - -- - --_•
i Ir ��n I •I r to I �- R I U) l of pavement
L I II
g IIII I - IIII
°Io -
CONVERTED EX.6'SANITARY _ II'III
III
existing stm. m/hSEWER TO FLOOR DRAIN FROM ICII ia
- -
�B-
,
CAPRI SUN 2" BUILDING ADDITION top =6 8 5.8 9 /8
' • I'I iv , m
(PER WASTEWATER TREATMENT 1 5 inv. . i n =6 7 9. 8 3
----J</,rr• sf II / / I 10" inv. in=680.29 •,ti ".'Vt.I I III I 11
I BUILDING ADDITION 1I I II ' -
,� y% - - \ 11 / ,° � � � I CHILLER PAD / - "- _ _ _ _ _ _ _
1 0 inv. i n =6 8 0. 1 6 j o C 1 11 FF.-686.00' _
PLANS, DATED ll-i�-99) 1 5 " inv. out =6 7 7. 51 1 I III - -
.•I1•°•. c C I
Ir% I • II•o. •. I ----- III &(D
i _ (PER ;;SITE DEVELOPMENT _------- "
existing stm m/h ;�i� \�'��y -AA--- - -� --i------- -- , .°11 ' I� - ) - _ ------
Ur
PLAN 99 'top=685.77 rr �-R------.Iq°.12" inv. in=680.10ilexistin I oIn-------- g I REFER TO ARCHITECTURAL ° I r , --12 inv. out=679.77 1, 11 si lo DWGS FOR EXACT BUILDING DIMENSIONS, EXTERIORDOOR LOCATION, ANDSTAIR/LANDING DETA/LSX�PROPOSED FIRE LANE iIIVex i st i ng ed°',
!i I Ali X S/GNAGE AND 6' x 20' .o rt of pavement I co
I I II
o PAVEMEh r MARKINGS I - ° •. ' I I ,
11 AT EXISTING FIRE HYDRANT
o0 (EXACT LOCATION TO BE V. ,• i ��'/_ ii /
DETERMINED BY THE FIRE •,o I I CAPRI SUN BLOC. AD q/77ON
1'�ex i s I ng edge 11 I MARSHALL) '•' °
�` PROPOSED USE. MANUFACTURING
rl of IcIvement 1111 o,i i° F.F.-690.00 I I
(PER SITE DEVELO4MENT /'
11 I - - - -- �� . • �.!' ° PLAN #52-99)I
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PLANT
NORTH
BUILDING OFFICIAL'S NOTES: MR
lJ ADDITION SHALL COMPLY WITH THE VIRGIN/A UNIFORM STATEWIDE TRIAD ENGINEERING, INC.
BUILDING CODE AND SECTION 307, USE GROUP H (HIGH HAZARD), OF NARRISOW RG VIRGINIA
THE BOCA NATIONAL BUILDING CODE - 1996. PLEASE NOTE SECTIONS
507 (UNLIMITED AREA BUILDINGS), TABLE 707J (FIRE WALL AND PARTY
WALLS), 904 (FIRE SUPPRESSION SYSTEM) OF BOCA.
2J AT THE TIME OF PERMIT APPLICATION, PLEASE SUBMIT INFORMATION I
ABOUF THE AMOUNTS AND TYPES OF FLAMMABLES TO BE STORED.
E
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3J ALL PLANS SUBMITTED SHALL BE SEALED BY A LICENSED
ARCH/TECT/ENGINEER REGISTERED /N VIRGIN/A. a =
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PROPOSED RELOCATION
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TRASH COMPACTOR
(SEE ARCH. PLANS
FOR PAD DETAILS)
PROPOSED FLAMMABLE
STORAGE WAREHOUSE approximate
(720 SO,FTJ location of
FF.-690.00 existing dumpsters
exist.
roof drain
existing son. m/h
top=688.90
6" inv. in=684.45
6" inv. out=683.81
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PROJECT LOCATION
FREDERICK COUffrY J^> ' < ✓ / /
r —�a
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V I R G IN I A
C)WTlT E� DE�EL®PE�v
220 Park Center Drive
Winchester, VA 22603
Phone: (.540) 678-0442
F,LAMMABL.E'
FR D R'ICK COUNTY,
ii.Tli�►■
('F D�2AWINGS
DESCRIPTION
DRAWING NO.
COVER SHEET..................................................................C-1
NOTES AND LEGEND.......................................................0 - 2
EXISTING SITE CONDITIONS .......................................... C-3
SITEPLAN..................................................._....................0 - 4
y�q' • ,erg. Fi A �; r''sj, _:.D Q
Pkt- r # 33 - O o
v MDD D. MOOD :0'
Naoam
19 -fuL y Z000
�®NAL
VICINITY MAP
1" = 2000'
Rev. 07/19/2000
Approved by the Zoning Administrator
Zoning Administrator Signat re
mum
Date
Note: Site plan is valid until 5 years after approval date.
7171)
ENGINEERING, INC.
971 Acorn Drive
Harrisonburg,
VA
22802
Phone-
(540)
434-4135
C ® 042
0IM
GENERAL NOTES
1. Contractor shall furnish all materials. labor and equipment required
and shall perform all work including restoration for the completed
installation of utility systems and all other improvements shown or
implied as necessary. Unless otherwise noted, specifications for all
work will be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation. Virginia
Department of Health, County of Frederick, and the contract documents.
2. Any discrepencies found between the drawings and specifications,
and site conditions or any inconsistencies or ambiguities in drawings
or specifications shall be immediately reported to the engineer in
writing, who shall promptly address such inconsistencies or ambiguities
in writing. Work done by the contractor after his discovery of such
discrepancies, inconsistencies or ambiguities, without clarification from
the engineer of record, shall be done at the contractor's risk.
3. Contractor to verify the exact location of all existing utilities and
notify the Engineer of any conflicts with existing and proposed
utilities. Damage to existing utilities shall be the Contractor's
responsibility. Forty-eight (48) hours prior to any excavation
call "Miss Utility" 1-800-552-7001.
4. Contractor shall be responsible for all construction stakeout. All
dimensions and elevations shown on the contract documents shall be
field verified by the Contractor prior to beginning work.
5. Contractor shall obtain, at his expense. all permits required prior to
starting work and shall adhere to the conditions imposed.
6. Any unusual subsurface conditions encountered during the course
of the work shall be brought to the attention of the Geotechnical
Engineer / Owner.
7. Access by emergency vehicles must be maintained at all times. Access
to fire hydrants must not be impeded at any time by parked cars,
construction materials, soil stockpiles. etc.
8. Refer to architectural drawings for exact building dimensions.
CONSTRUCTION NOTES
EARTHWORK NOTES:
1. All materials used for fill or back -fill shall be free of wood, roots.
rocks, boulders or any other non -compactible soil type material.
Unsatisfactory materials also include man-made fills and refuse
debris derived from any source.
2. Satisfactory material for use as fill for public streets include materials
classified in ASTM D-2487 as GW, GP, GM, GC. SW, SP, SM, SC.
ML and CL groups. The moisture content shall be controlled within
plus or minus 2 percentage points of optimum to facilitate compaction.
Generally, unsatisfactory materials include materials classified in ASTM
D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate
compaction. CH and MH soils may be used subject to results of the
Geotechnical Report and upon approval from VDOT. Soils shall have
a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have
a plasticity index less than 17.
3. Materials used to construct embankments for any purpose, back -fill
around drainage structures or in utility trenches or any other depression
requiring fill or back -fill shall be compacted to 95% of maximum density
as determined by the standard proctor test as set out in ASTM Standard
D-698. The contractor shall. prior to any operations involving filling or
back -filling, submit the results of the proctor test together with a certification
that the soil tested is representative of the materials to be used on the
project. Tests shall be conducted by a certified materials testing
laboratory and the certifications made by a licensed professional,
engineer representing the laboratory.
4. Compaction of fill material under building slabs shall be based upon
recommendations of soils engineer after completion of standard proctor
test and shall meet bearing requirements of architect for buildings. The
contractor shall be responsible for testing.
5. Embankment fill and trench back -fill shall be placed in lifts at a maximum
uncompacted depth of 8 inches and 6 inches. respectively. Density tests
shall be conducted at the following minimum frequencies:
(a) embankments for roads, streets, dams, etc.:
one test per lift per 1 0, 000 square feet of I i ft.
(b) back -fill around structures and in trenches:
one test per lift per 500 linear feet of trench.
6. Changes or revisions to these construction plans shall not be made
without approval by the owner, engineer and all regulatory agencies.
SITE PLAN NOTES:
I. Parcel area: 30.00 acres
2. Zonl ng: M-/
J. Use: Manufacturing
4. Property /dentlflcatlon *: 54 ((A)) 36H and 36G
5. Magisterl a/ Dl strl ct. Stonewall
6. Bul/dI ng Setbacks:
Front= 75'
Slde= 25'
Rear= 25'
7. Bull d I ng Area= Proposed: 9,371 sq. ft. (Per SI to Development Plan *50-99)
Proposed: 8,727 sq. ft. (per Slte Development Plan *52-99)
Proposed: 2,312 sq. ft. (per Slte Development Plan *54-99)
Proposed: 2,560 sq. ft. (per Slte Development Plan *14-00)
Proposed: 7,520 sq. ft. (per Slte Development Plan *21-00)
Proposed: 720 sq. ft. (per this plan)
ExI stI ng: 219,298 sq. ft.
8. F.A.R.= 9,37/ sq. ft. (per Slte Development Plan *50-99) +
8,727 sq. ft. (per Slte Development Plan *52-99) +
2,312 sq. ft (per Slte Development Plan *54-99) +
2,560 sq. ft. (per Site Development Plan *14-00) +
7,520 sq. ft. (per Slte Development Plan *21-00) +
720 sq. ft. (per thls plan) +
219,298 (exlsting)/30.00 acresx43,560 sq. ft.
=250,508/1,306,800=OJ92
ABBREVIATIONS
C/L OR CL
CENTERLINE
CONC.
CONCRETE
DIA.
DIAMETER
EG
EXISTING GAS
EL.
ELEVATION
ESMT.
EASEMENT
EW
EXISTING WATER
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
F.E.S.
FLARED END SECTION
F.H. or F/HYD
FIRE HYDRANT
FL
FIRE LINE
F.W.
TOP OF FOUNDATION WALL
G.V.
GATE VALVE
HORIZ.
HORIZONTAL
INV.
INVERT
LAT.
LATERAL
LT.
LEFT
M/H
MANHOLE
MIN.
MINIMUM
NE
NORTH EAST
NW
NORTH WEST
P.C.
POINT OF CURVE
P.I.
POINT OF INTERSECTOPN
P.T.
POINT OF TANGENT
PVC
POINT OF VERTICAL CURVE
PVI
POINT OF VERTICAL INTERSECTION
PVT
POINT OF VERTICAL TANGENT
R
RADIUS
R.D.
ROOF DRAIN
RT.
RIGHT
SAN. SEW. or S
SANITARY SEWER
SEW.
SEWER
ST'D
STANDARD
STM. SEW.
STORM SEWER
SE
SOUTH EAST
SW
SOUTH WEST
TPD
TRIPS PER DAY
VERT.
VERTICAL
W/L
WATERLINE
X-ING
CROSSING
EXISTING PROPOSED
ROADS
------------ •-•-•-•-•-•� ROAD CENTERLINE
______- CURB
CURB TAPER
-------------
------------- 7 7 SIDEWALKS
BUILDINGS
—X X FENCE
IAOL DECIDUOUS TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
----••--•-----•-•• PROPERTY LINE
E STORM SEWER
— — 2900 — — g-900 INDEX CONTOUR
-----2898---- INTERMEDIATE CONTOUR
X SPOT ELEVATION
2876.3
ae9.3.se�
------------ LIMITS OF CLEARING
AND/OR GRADING
P.ARK//VG .ANALYSIS
PARKING SPACES REQUIRED FOR WAREHOUSE SPACE PER THE FREDER/CK COUNTY
ZONING ORDINANCE /S AS FOLLOWS:
I PARK/ NG SPACE PER WAREHOUSE EMPLOYEE /S REQUIRED.
(NO ADDITIONAL EMPLOYEES WILL BE UTILIZED IN CONJUNCTION WITH THIS
WAREHOUSE ADDITION.)
THERE IS NO ADDITIONAL PARKING REQUIRED FOR THIS BUILDING ADDITION.
FLOOR AREAS
EXISTING MANUFACTURING - (+/-> 209,026 SQ. FT.
PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4052-99) - (+/-)8.727 SQ. FT.
PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4*54-99) - <+/->2.3/2 SQ. FT.
EXISTING OFFICE SPACE - (+/-)/0.272 SQ. FT.
PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 4w50-99) - <+/->9,37/ SQ. FT.
PROPOSED WAREHOUSE EXPANSION
(PER SITE DEVELOPMENT PLAN '" /4-00) - (+✓->2,560 SQ. FT.
PROPOSED FLAMMABLE STORAGE WAREHOUSE (PER THIS PLAN) - (+/-)720 SO. FT.
GROSS FLOOR AREA - <+/-)242.988 SO. FT.
PROPOSED OUTDOOR EMPLOYEE
BREAK AREA (PER SITE DEVELOPMENT PLAN '"50-99) _ <+/->/.334 SQ. FT.
PROPOSED RAIL SHED ADDITION (PER SITE DEVELOPMENT PLAN %* 2I-00) - (+/-)7.520 SQ. FT.
TOTAL FLOOR AREA - <+/-> 2.51,842 SQ. FT.
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HARRISONBU G VIRGINIA
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PROPOSED BUILDING \
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54 ((A)1 85 /
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FLOOR ELEV.-690.0
II — — — — — J BUILDING HEIGHT{ ESS THAN 60' 1 I 1
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NOTES:
BUILDING OFFICIAL'S NOTES:
1J MAX/MUM BUILDING HEIGHT FOR ZONING DISTRICT
M-1 IS 60' PER SECTION 165-83A OF THE FREDERICK
COUNTY ZONING ORDINANCE. THE HEIGHT OF THE
PROPOSED BUILDING /S LESS THAN 60'.
2J UTILITY SERVICE TO WAREHOUSE SHALL BE PROVIDED
FROM EXISTING BUILDING. NEITHER OVERHEAD NOR
UNDERGROUND ELECTRIC SERVICE IS REQUIRED.
3J SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR
THE ROUTING OF UTILITIES WITHIN THE PROPOSED
WAREHOUSE.
4J SEE ARCHITECTURAL/STRUCTURAL DRAWINGS FOR
FOUNDATION DETAILS AT EXISTING UTILITY CROSSINGS,
DOOR LOCATIONS, STOOPS, ETC.
5J THOUGH NOT SPECIFICALLY DEPICTED HEREIN.SCOPE OF WORK
FOR THE PROPOSED WAREHOUSE SHALL INCLUDE ALL REQUIRED
DEMOLITION.
6J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCT/ON ACTIVITIES.
7J ROOF RUNOFF SHALL BE CONVEYED AWAY FROM THE BUILDING
EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY
TO EXISTING STORM DRAINAGE SYSTEM. REFER TO ARCHITECTURAL
DRAWINGS BY STAHLMAN ENGINEERING CORPORATION FOR RELOCATION
OF EXISTING SCUPPER DRAINS AND LOCATION OF PROPOSED SCUPPER
DRAINS.
8J BUILDING SETBACK REQUIREMENTS /N ZONING DISTRICT M-/ PER THE
FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS:
-FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS - 75'
-FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS - 75'
-SIDE YARD SETBACK - 25'
-REAR YARD SETBACK - 25'
9J BUILDING SETBACKS PROVIDED:
-FRONT YARD BUILDING SETBACK PROVIDED TO THE EAST (PARK CENTER DRIVE) - N/A
-FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH (WEST BROOKE ROAD) - /60J'
-SIDE YARD BUILDING SETBACKS PROVIDED TO THE WEST - 1094.6'
-REAR YARD SETBACKS TO THE NORTH (CSXT R-O-W) - N/A
/OJ ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE
STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE.
I
/3J ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING ADDITION
ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. SEE ARCH. PLANS
FOR LIGHTING SPECIFICATIONS. OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT
GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. (PER .SECTION
165-35A OF THE FREDERICK COUNTY ZONING ORDINANCE).
14J THERE ARE NO PROPOSED EASEMENTS /N ASSOCIATION WITH THE CONSTRUCT/ON ------------
OR OPERATION OF THIS WAREHOUSE.
15J THE OUTDOOR TRASH RECEPTACLE /S A FULLY ENCLOSED AND SELF-CONTAINED TRASH I I o
COMPACTOR WITH ACCESS ONLY FROM THE INTER/OR OF THE BUILDING. THE ENTIRE
CONTAINER WILL BE REMOVED AND REPLACED WHEN FULL
PROPOSED FLAMMABLE l
STORAGE WAREHOUSE approximate II
(72i0 SO. I ocat i on of existing st i n san. m/h REMOVE EXISTING
_ existing san. m/h PROPOSED RELOCATION 9 I I
top =6 8 5. 7 9 OF EXISTING ll' x 2F F.F.-690DO existing d u mp s t e r s top =6 8 8. 9 0 6' SAN. LAT., PLUG
4" inv. in=679.29 TRASH COMPACTOR 6" inv. in=684.45 M/H AS NECESSARY I i I II
L] -6" inv. out=683.81 (PER SITE DEVELOPMENT16" inv. i n=6 7 8. 8 4 exist. (SEE ARCH. PLANS exist. PLAN •52-99) I e x i s t i hg stm m/
exist. 6" inv. i n=679. 14 roof drain FOR PAD DETAILS) roof drain
roof drain 1 0" inv. out=678. 92 ex. w. v. I top`-688 . 77
I
_ existing building line I (8" inv I. i6844.1Y�I
,•r \ -----------_-------------------- �p
N_•,I / I I ------. -•- -I- ---- -,,-,-`-�-/IIlIIRrII -- --J 8" nv.IlIIIi ou= II 6
existing stm mh ,I I'�
top=685.94 existing stm m/h 000 Ii12 inv. in=680.75 existing stm h top=685.59existIhoof drain inv. in=680.65 to-685.68 inv. out=683.03 f1
_______________ A I-12tinv. out=680.56 I
/
i e�xisting edgee
nl of pavemen
'q•1 d 1�I ?L - �-
/
\
\1 Iit II \\ ; •tp Ir v U
--'` I,I•to'', 3 311;
I I , , f, 11 \ I ' CONVERTED EX. 6' SANITARY . • I I ' ; '.. I / ,� -' " II
�; 11 \ ; i SEWER TO FLOOR DRAIN FROM existing s t m. m/ h I r . ° - - _ _ = ;' I 1 \ �� , ,
;I+ I I CAPR/ SUN 2" BUILDING ADDITION top =6 8 5.8 9 l8 ; F I, -. I m I I X 3 3
(PER WASTEWATER TREATMENT 15 „ inv. i n=679.83 • . °�-�". I
/I? \ rp . II ----� f' II / I 10 inv. in=680.29 I II I I
/il i,� _ , \ 11 / i I BUILDING ADDITION 7
1 0 " inv. i n =6 8 0. 1 6 I I I U I ::CHILLER CHILLER PAD/ / , - _ _ - _ - - - - - -
�^r�i I PLANS, DATED //04-99) t, I ° I II 0 c 1 n FF.-686.00,-
�-�`/i\� 15 inv. out=677.51 '.;lito.;. I o o I II _ - ,,-
existing stm m/h -/ 'I';' I+ ,� °�� I ----- III--___,� ; _ (PER „SITE DEV- LOPMENT ___---- _ ------
Ire -�--- - --,- ---------------- -- X XIIII, II PLAN �r99)
top=685.77 �Ir /�--Tr- -- 1 ---- -- --- ,.1•I. m m I!
1 2" inv. I n=680. 10 /I / existing i REFER TO ARCHITECTURAL III ------
It`-
12" inv. out=679. 77 /I 11 ' Iii--
/ I / I I silo DWGS FOR EXACT BUILDING tII
l l 11 I DIMENSIONS, EXTERIOR : i i•t; I _ _ �I�/ It
l I 11 DOOR LOCATION, AND
Ii1i I STAIR/LANDING DETAILS •,; I l i g - /
ll I it i ���'''- x4-
I In, ex i sting edge
it I ii _ PROPOSED FIRE LANE '°rl •- of pavment co
1 i 11 S/GNAGE AND 6 x 20' . I I . I I I ,
X PAVEMENT MARKINGS
II I 11 AT EXISTING FIRE HYDRANT
00 (EXACT LOCATION TO BE I
DETERMINED BY THE FIRE •to I I • CAPRI SUN BLDG. IT/ON -
I lex i s i ng edge 11 I MARSHALL) I •' ° ` PROPOSED USE. MANU ACTURING
ij of a v emen t I'1
11 I .,o .�; : •, (PER SITE DEVEL0 4MENT,'
52-99) 1
PLAN s � II / •- - - . , I I - ,
75'BUILDING SETBACK -- °. ". •.°. °- •.°. Pr •. • ----' I ------ --r-� �4-------- --- 75'BUILDING SETACK -
+r- - - - - ex. -------41------------------------ - - -
1L------ _-- '� 10 f/I
-�---�--�------------�---______-----existing fire
/
,
hydrant--_''
--------'\ 1 111 existing sa m/h
------- `---------------- +a -__ _top=685. 3
++ 10'rin n= 77.74
1 0_ inv. u'� 677. 68
�- \ ' "•�'- / \------------------------ /
11 \� I I ,� �� _-_ _----,---------------------- _ _ /
IIII - r---------------------------� ____i��_ \I h i-------------
11 / /------I- - ---------------- - - - - -- I - \\� - �--�---- -x--1_------------------------ /
11 \ \----------- --------- /
it,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -
60 RIGHT-OF-WAY-_ _ _ _ _ _ _ _ _ _ _ ,
-------------------------------------------- �fJ;--- - /���" "-------------------------------------------------------------------------- _ --- - - - - - - - - - - - - - - - -------- _ _ _ _ ---__---------------------------------------------�---------- -------------- _ ---- _---------
-- (RIGHT F WAY
------- _-___ � -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
PLANT
NORTH
IJ ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE AND SECTION 307, USE GROUP H (HIGH HAZARD), OF
THE BOCA NATIONAL BUILDING CODE -19% PLEASE NOTE SECTIONS
507 (UNLIMITED AREA BUILDINGS), TABLE 707J (FIRE WALL AND PARTY
WALLS), 904 (FIRE SUPPRESSION SYSTEM) OF BOCA.
2.) AT THE TIME OF PERMIT APPLICATION, PLEASE SUBMIT INFORMATION
ABOUT THE AMOUNTS AND TYPES OF FLAMMABLES TO BE STORED.
3J ALL PLANS SUBMITTED SHALL BE SEALED BY A LICENSED
ARCHITECT/ENGINEER REGISTERED IN VIRGINIA.
llJ NO OUTDOOR STORAGE /S PROPOSED WITH THIS WAREHOUSE.
12) THERE ARE NO EX/STING SIGNIFICANT ENVIRONMENTAL FEATURES.
=:?I
TRIAD ENGINEERING, INC.
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