HomeMy WebLinkAbout52-99 Capri Sun 2000 - Building Addition - Stonewall - Backfile (2)N
PROJECT LOCATION
FREDERICK COUNTY
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V I R G I N I A
230 Park
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Center Drive
SITE PLAN FOR
KRAFT FOODS
CAPRI SUN 2000
BUILDING
FR D RICK
DESCRIPTION
ADDITION
COUNTY,
VIRGINIA
OF DIFNZ A W I N G'S
DRAWING NO.
NOTESAND LEGEND.......................................................C-1
EXISTING SITE CONDITIONS .......................................... C-2
SITEPLAN........................................................................0 - 3
SANITARY SEWER PROFILE & DETAILS .......................C-4
ROADWAY WIDENING & ENTRANCE PLAN...................C-5
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VICINITY MAP
1 " = 2000'
Rev. 1 1 /03/1999 C4Acu-,e�e C�- 1,-t na.rr�-c
Rev. 1 1 /24/1999 �0 k—ra�Foo cc -
� eic..� a.�c..e n o Sc
Rev. 12/02/1999 ^J
Rev. 05/03/2000 GLI
Atur-� C�)
Approved by the Zoning Administrator
Zoning Administrator Signature
Date
C-U
�3�da7 ENGINEERING, INC. C"i
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971 Acorn Drive
r Harrisonburg, VA 22802
Winchester, VA 22603 y
J JO 9
Phone: (540) 434-4135
Phone: (540) 678-0442
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PROFESSIONAL SEAL
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MEN
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 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.
VDOT GENERAL NOTES:
1. All work on this project shall conform to the latest editions of the
Virginia Department of Transportation (VDOT) Road and Bridge
Specifications. and Standards. The Virginia Erosion and Sediment
Control Regulations and any other state, federal or local regulations
applicable. In the event of conflict between any of these standards.
specifications or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department of
Labor Occupational Safety and Health Administration and VOSH
Rules and Regulations.
3. When working on VDOT right of way, all traffic control, whether
permanent or temporary. shall be in accordance with the current edition
of VDOT's work area protection manual. Furthermore, all traffic control
floggers must be certified in accordance with VDOT's January, 1994
(or latest edition of) Road and Bridge Specifications, Section 104.04-C.
4. Design features relating to construction or to regulation, control and
safety of traffic may be subject to change as deemed necessary by VDOT.
5. Prior to initiation of work. Contractor shall be responsible for acquiring
all necessary VDOT land use permits for any work on VDOT right of way.
6. If required by the local VDOT Residency Office, a preconstruction
conference must be arranged and held by the engineer and/or developer
with the attendance of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is
to begin or cease for any undetermined length of time. VDOT will also
require 48 hours notice for any inspection.
8. The contractor will be responsible for maintaining adequate access to
the project from the adjacent public roadway through construction and
maintenance of a construction entrance in accordance with the Virginia
Erosion and Sediment Control Handbook, Sec. 3.02. Furthermore. access
to other properties affected by this project shall be maintained through
construction.
SITE PLAN NOTES:
1. Parcel area: 20.00 acres
2. Zoning: M-1
3. Use: Manufacturing
4. Property Identification #: 54 ((A)) 36H
5. Magisterial District: Stonewall
6. Building Setbacks:
Front= 75'
Side= 25'
Rear= 25'
7. Buillding Area= Proposed: 9,371 sq. ft. (Per Site Development Plan #50-99)
Proposed: 8,727 sq. ft. (per this plan)
Existing: 219.298 sq. ft.
8. F.A.R.= 9.371 sq. ft. (per Site Development Plan #50-99) +
8.727 sq. ft. (per this plan) +
219,298 (existing)/20.00 acres*43.560 sq. ft.
=237,396/871.200=0.273
9. Sight Distances =
The posted speed limit on West Brooke Road is 35 M.P.H.
Sight Distance on West Brooke Road is equal to or greater than 350 feet
at the existing entrance location.
The posted speed limit on Park Center Drive is 35 M.P.H.
Sight Distance on Park Center Drive is equal to or greater than 350 feet
at each existing entrance location.
10. Trip generation traffic volume = 840 vehicles per day
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 PROPOSED
ROADS
------------ •-•-•-•-••-•� ROAD CENTERLINE
CURB
CURB TAPER
------------- SIDEWALKS
l
BUILDINGS
FENCE
I. • } i� DECIDUOUS TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
-•-----••--•------ PROPERTY LINE
C-----�11111=77111111111111117771 STORM SEWER
- - 2900 - - 2900 INDEX CONTOUR
----•2898 ---- 2699 INTERMEDIATE CONTOUR
x SPOT ELEVATION
2876.3 2es-3.e61--X
------------ LIMITS OF CLEARING
AND/OR GRADING
BARK//VG A/VALI S/S
PARK/IVG SPACES f?EQU/RED FOR MANUFACTUR/IVG SPACE PER
THE FREOER/CK COUNTY ZOIVING ORD/IVA/VCE- ARE AS F'OLLOWSz
3 PARKING SPACES PER 4 EMPLOYEES ON Tf/E MAX/MUM
WORK//VG SHIFT.
NUMBER OF EMPLOYEES ON THE MAX/MUM WORK//VG S"/FT (EXIST/IVG.)
PER KRAFT FOODS - 84 (I68 DURING SHIFT OVERLAPS.)
ACCORDING 7-0 KRAF'T FOODS THE ADD/T IOIV TO T HI S
MA/VUFAC7-UR11VG SPACE WILL ADD <+/-.)30 EMPLOYEES PER WORK/IVG SHIFT
TOTAL NUMBER OF EMPLOYEES PER WORKING SH/FT
CEX/ST/NG•PROPOSED>-//4 C228 OUR/.,VG SHIFT OVERLAPS.)
NUMBER OF PARK/IVG SPACES HEQU/RED FOR MANUFACTU)R11VG - 86
C/72 OURIIVG, SHIFT OVERLAPS.)
PARK//VG SPACES REQUIRED FOR OFFICE SPACE PER THE F=HEOEHICK
COUNTY ZONING ORDINANCE ARE AS FOLLOWS.
I PARKING SPACE PER 250 SO. FT. OF- FLOOR AREA
EXISTING OFFICE AREA - /0.272 SO. FT.
PROPOSED OFFICE AREA (PER SITE DEVELOPMENT PLAN `50-99.) - 9.37/ SQ. FT.
TOTAL OFFICE AREA - /9.6.43 SO. FT./250 SO. FT. - 79 SPACES
TOTAL PARKING HEQU/REO - /65 SPACES C25/ DURING Sf-H/FT OVERLAPS.)
TOTAL PARKING PROVIDE= - 29/ SPACES
TOTAL /-/ANO/CAP SPACES REQU/RED - 7. / VAN ACCESSIBLE (PER ADA.)
TOTAL HAND/CAP SPACES PROVIDED - 8. I VAN ACCESS/BLE
RLOOR AREAS
EXISTING MANUFACTURING - (+/-)209.026 SO. FT.
PROPOSED MANUFACTURING- (+/-)8.727 SO. FT.
EXISTING OFFICE SPACE - (--/-)/0.272 SO. FT.
PROPOSED OFFICE SPACE - <+/-)9.37/ SO. FT.
(PER SITE DEVELOPMENT PLAN 4"50-99)
GROSS FLOOR AREA - C+/-)237.396 SO. FT.
PROPOSED OUTDOOR EMPLOYEE
BREAK AREA SO. FT.
(PER SITE DEVELOPMENT PLAN 4*50-99)
TOTAL FLOOR AREA SO. FT.
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NOTES:
lJ MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT
M-I IS 60' PER SECTION /65-83A OF THE FREDERICK
COUNTY ZONING ORDINANCE. THE HEIGHT OF THE
PROPOSED BUILDING /S LESS THAN 60'.
2J UTILITY SERVICE TO ADDITION SHALL BE PROVIDED
FROM EXISTING BUILDING.
3J SEE ARCHITECTURALIMECHAN/CAL DRAWINGS FOR
REROUTING OF FIRE LINE AND UTILITIES WITHIN THE
PROPOSED BUILDING ADDITION.
4J EXISTING 8' FIRE LINE UNDER PROPOSED BUILDING ADDITION
WILL BE REPLACED WITH AN OVERHEAD FIRE LINE DURING
CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR
EXACT LOCATION AND SEQUENCING OF WORK. SEE
ARCHR-ECTURAL/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 ADDITION SHALL INCLUDE ALL REQUIRED
DEMOLITION.
7J ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING
EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY
TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED
DIRECTLY WITH OWNER. WITH ADDITIONAL PLAN INFORMATION PROVIDED
AS NECESSARY BY ENGINEER.
8J BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-1 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) - 427J'
-FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH (WEST BROOKE ROAD) - 79.5'
-SIDE YARD BUILDING SETBACKS - N/A
-REAR YARD SETBACKS - N/A
IOJ ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE
STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE.
llJ NO OUTDOOR STORAGE /S PROPOSED WITH THIS ADDITION.
I2J THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES.
6J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING /3J ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING ADDITION
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. SEE ARCH. PLANS
FOR LIGHTING SPECIFICATIONS.
14J EXISTING DUMPSTERS ARE FOR TEMPORARY USE ONLY AND WILL BE REMOVED AFTER
CONSTRUCTION /S COMPLETE.
existing son. m/h
top=685.79
4" inv. in=679.29
exist. 6" inv. i n=678.84 exist.
roof drain 6�� inv. in=679.14 roof drain
10 inv. out=678. 92
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1 2 inv. i n=680. 75 i exist. 11 • 1 I I `
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12" inv. out=680.56 ` v '�-rl�_______________________________________________________________�___ _ _�_F===-=_____ _-�,I'I) existing edge
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10" inv. i n=680. 29 1 �i�. Ix
10" inv. i n=680. 16 e'I'a�L m x 3 3 1 A
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12" inv. i n=680. 1 0 �� / „ I LIMITS OF CONSTRUCTION . : ��I pI l l .�i___-r'-- f ■
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_ _ _ _ it existing 11 ,' /0' FIRE LINE i
REFER TO ARCHITECTURAL 1 i i - I p g °S I
DWGS FOR EXACT DIMENSION ;,Pi ,: X"I
AND SLOPE(S)OF OF RAMP & LANDING - / ■
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PROPOSED USE: MANU ACTURING - " 1
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TO MAKE FLUSH WITH SURFACE OF location of
PROPOSED RAMP existing dumpsters
existing san. m/h
top=688.90
6 inv. in=684.45
6" inv. out=683.81
LEGEND
N0. TITLE KEY SYMBOL
3.05 SILT FENCE S F X X X_X
3.18 OUTLET PROTECTION O Pcam
3.30 TOPSOILING T Q
3.32 PERMANENT SEEDING P S
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CONTACT AREA
IN SO. FT.
p
THRUST BLOCK -
P R E S S U R E
in
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STANDARD THRUST
BLOCKS FOR TEES
(NOT TO SCALE)
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� a
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THRUST BLOCK
LW
ORIGINAL
TRENCH
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THRUST BLOCK SHALL BE
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3000 PSI CONCRETE
PIPE
ORIGINAL TRENCH WALL
THRUST BLOCK CONTACT
AREA ( SO. FT.)
PIPE
SIZE
WORKING
PRESSURE (PSI)
l00
150
1 200
4'
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6'
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4
8'
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6
10'
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9
12'
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12
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AREA (SO. FT J
PIPE
WORKING PRESSURE (PSI)
SIZE
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200
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6'
2
2
3
8'
3
4
5
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6
7
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5
8
9
NOTE:
THRUST BLOCK SHALL
BE EMBEDDED IN
UNDISTURBED SOIL
STANDARD THRUST BLOCKS
� FOR 22--T & 45' BENDS
(NOT TO SCALE)
D D
PL.q/V V /EW
EXTER/OR FACE OF
BU/LD/NG WALL
EXPANSION JO/NT
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TOP SURFACE
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TO/PSOILED, SEEDED AND MULCHED
GENERAL NOTES:
/. PROVIDE //4" TOOLED F?AD/US EDGES WITH 3" EDGING TOOL.
SECT ION
DOORWAY A)c>RO/V DETAIL
NOT 7-0 S0ALE
sanitar
sewer mainy
N
finished grade
cleanout pipe
Wye
cast iron cleanout cap with brass plug
having a countersunk square head
Panella Model PA4SV-CSK (4")
Panella Model PA6SV-CSK (6")
.X T
SDR 21
45• bend
square concrete skid pad
20"x 20"x 12" deep
aggregate base
( depth 3" )
6" stone bedding
NOTE : Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
Figure 17
NOT -TO -SCALE
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ENERAL EROSION AND SEDIMENT CONTROL NOTES
S-1: Unless otherwise indicated, all vegetative and structural
rosion and sediment control practices will be constructed and
aintained according to minimum standards and specifications
f the Virginia Erosion and Sediment Control Handbook and
irginia Regulations VR 625-02-00 Erosion and Sediment Control
egulations.
S-2: The plan approving authority must be notified one week
rior to the pre -construction conference, one week prior to the
ommencement of land disturbing activity, and one week prior
o the final inspection.
S-3: All erosion and sediment control measures are to be placed
rior to or as the first step in clearing.
S-4: A copy of the approved erosion and sediment control plan
hall be maintained on the site at all times.
S-5: Prior to commencing land disturbing activities in areas
,ther than indicated on these plans (including. but not limited
o. off -site borrow or waste areas), the contractor shall submit
I supplementary erosion control plan to the owner for review
Ind approval by the plan approving authority.
S-6: The contractor is responsible for installation of any
Idditional erosion control measures necessary to prevent erosion
sedimentation as determined by the plan approving authority.
S-7: Site grading is to drain to the silt fences at all times
luring land disturbing activities and during site development
Intil final stabilization is achieved.
.S-8: The contractor shall inspect all erosion control measures
laily. Any necessary repairs or cleanup to maintain the
Iffectiveness of the erosion control device shall be made by the
;lose of the day. The contractor sholl be responsible for the
ilti mate removal of all temporary sediment control devices.
'ONSTRUCTION NOTES
1. The contractor will be responsible for applying for and obtaining any
necessary disturbance permits which may be required by Frederick County
prior to the start of clearing and grading activities.
2. The contractor shall stabilize all disturbed areas within 7 days after
the area is brought to final grade.
3. Stabilization shall be by permanent seeding and mulching as follows:
a. Scarify the top 1" to 2" of soil after final grades have been
achieved.
b. Add pulverized agricultural limestone at the rate of 2 tons per
acre.
C. Seed with the following mixture:
Seed Type Rate Min. Purity Min Germ.
Tall Fescue 180 Ib./ac. 98% 85%
improved Perennial Ryegrass 10 Ib./ac. 98% 90%
Kentucky Bluegrass 10 Ib./ac. 97% 85%
d. Small grain straw mulch shall be spread at the rate of 1.5 tons
per acre.
e. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per
acre.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX
FLAY-
// III //III
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3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
� FLAY
III - III "
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
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POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control VA DST C P1.013.05-2
Sherwood and Tyant
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TRIAD ENGINEERING, INC.
HARRISONBURG VIRGINIA
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HARRISONBURG VIRGINIA
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PROJECT LOCATION ,��,�✓ -
FREDERICK COUNTY J
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PLAN
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COUNTY,
I N E X Off' D A W I N G S
DESCRIPTION DRAWING NO.
NOTES AND LEGEND......................:................................C-1
EXISTING SITE CONDITIONS...........................................C-2
SITEPLAN..........................................................................0 - 3
SANITARY SEWER PROFILE & DETAILS .......................C-4
ROADWAY WIDENING & ENTRANCE PLAN...................C-5
(0 W TkkkT. IE a - ID IEV F, 1, (0 P F, a o-
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220 Park Center Drive
Winchester, VA 22603
Phone: (540) 678-0442
PROF
OP
VICINITY MAP
1" = 2000'
Rev. 1 1 /03/1999
Rev. 1 1 /24/1999
Rev. 12/02/1999
Approved by the Zoning Administrator
Zoning Administrator Signature
m' `CLAN
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Date
Z:=:Bl E0 ENC31NEERINC3. INC.
971 Acor-ei,Djift,
ILn
,... CI
HarrisonburVED
ETA 22802 J
DEC 2 2 1999 -
Phone: (540) 434 -4135
DEPT. OF PLANNING/DEVELOPMENT
045`Pv,;�Ss`,-
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 discrepancies 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 stgkeout. 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 10.000 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.
VDOT GENERAL NOTES:
1. All work on this project shall conform to the latest editions of the
Virginia Department of Transportation (VDOT) Road and Bridge
Specifications, and Standards. The Virginia Erosion and Sediment
Control Regulations and any other state, federal or local regulations
applicable. In the event of conflict between any of these standards,
specifications or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department of
Labor Occupational Safety and Health Administration and VOSH
Rules and Regulations.
3. When working on VDOT right of way, all traffic control, whether
permanent or temporary, shall be in accordance with the current edition
of VDOT's work area protection manuoI. Furthermore, all traffic control
floggers must be certified in accordance with VDOT's January. 1994
(or latest edition of) Rood and Bridge Specifications, Section 104.04-C.
4. Design features relating to construction or to regulation, control and
safety of traffic may be subject to change as deemed necessary by VDOT.
5. Prior to initiation of work. Contractor shall be responsible for acquiring
all necessary, VDOT land use permits for any work on VDOT right of way.
6. If required by the local VDOT Residency Office. a preconstruction
conference must be arranged and held by the engineer and/or developer
with the attendance of the contractor. various County agencies, utility
companies and VDOT prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is
to begin or cease for any undetermined length of time. VDOT will also
require 48 hours notice for any inspection.
8. The contractor will be responsible for maintaining adequate access to
the project from the adjacent public roadway through construction and
maintenance of a construction entrance in accordance with the Virginia
Erosion and Sediment Control Handbook, Sec. 3.02. Furthermore, access
to other properties affected by this project shall be maintained through
construction.
SITE PLAN NOTES:
1. Parcel area: 20.00 acres
2. Zon i ng: MI-1
3. Use: Manufacturing
4. Property Identification #: 54 ((A)) 36H
5. Magisterial District: Stonewall
6. Building Setbacks:
Front= 75'
Side= 25'
Rear= 25'
7. Building Area= Proposed: 9,371 sq. ft. (Per Site Development Plan #50-99)
Proposed: 8,727 sq. ft. (per this plan)
Existing: 219.298 sq. ft.
8. F.A.R.= 9.371 sq. ft. (per Site Development Plan #50-99) +
8,727 sq. ft. (per this plan) +
219,298 (existing)/20.00 acres*43,560 sq. ft.
=237 , 396/871 .200=0. 273
9. Sight Distances =
The posted speed limit on West Brooke Road is 35 M.P.H.
Sight Distance on West Brooke Road is equal to or greater than 350 feet
at the existing entrance location.
The posted speed limit on Park Center Drive is 35 M.P.H.
Sight Distance on Park Center Drive is equal to or greater than 350 feet
at each existing entrance location.
10. Trip generation traffic volume = 840 vehicles per day
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 INTERSECTOON
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
�.• SIDEWALKS
BUILDINGS
FENCE
Aft DECIDUOUS TREE
CONIFEROUS TREE
0 CONIFEROUS SHRUB
PROPERTY LINE
E _ _ _ _ _ _ I STORM SEWER
-- 2900--
-----2898----
2876.3
Ps00 INDEX CONTOUR
g8�e INTERMEDIATE CONTOUR
j� SPOT ELEVATION
2693.66�
------------ LIMITS OF CLEARING
AND/OR GRADING
PARKING SPACES REQU/REO FOR MANUFACTURING SPACE PER
THE FREOER/CK COUNTY ZONING OF?O/NANCE ARE AS =OLLOWSz
3 I=ARKING SPACES PER 4 EMPLOYEES ON THE MAX/MU"
WORKING Sh/IFT.
NUMBER OF EMPLOYEES ON THE MAX/MUM WORKING SH/FT CEX/ST/NG)
PER KRAFT GENERAL FOOOS. INC. - 84 C/68 OUR/NG SHIFT OVERLAP'S.)
ACCORO/NG TO KRAFT GENERAL FOODS THE ADO/TION TO THIS
MANUFACTUR/IVG SPACE WILL AOO Cam/-.)30 EMPLOYEES PER WORKING SH/FT
TOTAL NUMBER OF EMPLOYEES PER WORKING SHIFT
(E(228 OU)R/NG SHIFT OVERLAPS.)
NUMBER OF PARKING SPACES REQUIRED FOR MANUFACTURING - 86 s
C/72 OUR/NG SI-H/F'T OVERLAPS.)
PARKING SPACES REQU/RED FOR OFFICE SPACE PER THE F-REOER/CK
COUNTY ZONING ORO/NANCE ARE AS FOLLOWS:
/ PARKING SPACE PER 250 SO. FT. OF FLOOR AREA,
EXISTING OFFICE AREA - /0.272 SO. FT.
PROPOSEO OFFICE AREA CPER SITE DEVELOPMENT PLAN 4* 50-99.) - 9.37/ SO. FT.
TOTAL OFFICE AREA - I9.643 SO. FT./250 SO. FT. - 79 SPACES ✓
TOTAL PARKING REQUIREO - "I65 SPACES C25I OUR/NG SIFT OVERLAPS.)
TOTAL PARKING PROV/OEO - 29/ SPACES
TOTAL HAND/CAP SPACES REQU/RED - 7. / VAN ACCESSIBLE CPER AOA.)
TOTAL NANO/CAP SPACES PROV/OEO - 8. / VAN ACCESSIBLE
FLOOR AREAS
EXISTING MANUFACTURING = (+/-)209.026 SO. FT.
PROPOSED MANUFACTURING- <+/-)8.727 SO. FT.
EXISTING OFFICE SPACE SO. FT.
PROPOSED OFFICE SPACE - (-/-)9.37/ SO. FT.
(PER SITE DEVELOPMENT PLAN 4*50-99)
GROSS FLOOR AREA - (¢/-)237.396 SO. FT.
PROPOSED OUTDOOR EMPLOYEE
BREAK AREA SO. FT.
(PER SITE DEVELOPMENT PLAN 1050-99)
TOTAL FLOOR AREA (f/-)238.730 SO. FT.
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HARRISONBURG. VIRGINIA
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BUILDING HEIGHT�ESS I I
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� I THAN 60'
FLOOR AREA-219.298 S0. FT. L — - LI I - - - J - - - - - J - - - - - J - - - - - RIP
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Number:
C-2
NOTES:
lJ 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 IS LESS THAN 60'.
2J UTILITY SERVICE TO ADDITION SHALL BE PROVIDED
FROM EXISTING BUILDING.
3J SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR
REROUTING OF FIRE LINE AND UTILITIES WITHIN THE
PROPOSED BUILDING ADDITION.
4J EXISTING 8' FIRE LINE UNDER PROPOSED BUILDING ADDITION
WILL BE REPLACED WITH AN OVERHEAD FIRE LINE DURING
CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR
EXACT LOCATION AND SEQUENCING OF WORK. 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 ADDITION SHALL INCLUDE ALL REQUIRED
DEMOLITION.
7J ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING
EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY
TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED
DIRECTLY WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED
AS NECESSARY BY ENGINEER.
8J BUILDING SETBACK REQUIREMENTS /N ZONING DISTRICT M-1 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
-FRONT YARD BUILDING SETBACK PROVIDED TO THE
-SIDE YARD BUILDING SETBACKS - N/A
-REAR YARD SETBACKS -NIA
EAST (PARK CENTER DRIVE) - 427J'
SOUTH (WEST BROOKE ROAD) - 79S
IOJ ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE
STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE.
llJ NO OUTDOOR STORAGE /S PROPOSED WITH THIS ADDITION.
I2.) THERE ARE NO EX/STING SIGNIFICANT ENVIRONMENTAL FEATURES.
6J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING l3J ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING ADDITION
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. SEE ARCH. PLANS
FOR LIGHTING SPECIFICATIONS.
I4.) EXISTING DUMPSTERS ARE FOR TEMPORARY
USE ONLY AND WILL
BE REMOVED AFTER
CONSTRUCTION IS COMPLETE.
Cl
_ existing
son. m/h
top=685.79
RAISE TOP OF MANHOLE AS NECESSARY
approximate
existing son. m/h
top=688.90
4"
Ll
inv.
in=679.29
TO MAKE FLUSH WITH SURFACE OF
location of
6 inv. in=684.45
6" inv. out=683.81�
6"
il
inv.
in=678.84
exist. PROPOSED RAMP
existing dumpsters
roof exist. drG i n 6"
0
inv.
inv.
i n=679. 1 4
out=678. 92/
roof dra i n
ex. W.V.
Ay i nn In" i 1 ei 1 nn I ; ng
II
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cc NORTH
41
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REMOVE EXISTING 6' SAN. LAT. l i o
1 PLUG M/H AS NECESSARY ,M
II III
II � III
II I III
I I I I II
'0+3 I existing stm m/i
topr-688.77
-------------------------------- ---- ----
`���J� - -- -- __-___i__ _ f "•/' III \ I I\ I1inv
i =684
0 inv! i 84
i-8inv. ou =684.. 6
existing stm m/h PROPOSED RELOCATION �-op=68r �o12 inn=680.75 OF EXISTING TRASH COMPACi exist.
1Ihoof drain 012" inv. in=680.65 IiI
1 '
\
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12 inv. out=680.56 -.�, - �__________________________________________________ ___ _ _�') I
)_�______�� __-_ ---- - - I 1} C I of pavement
" 0 - - I -r` 1 1 /5 : I • II I
il! RIV, I existing stm m/h-
__---
I J 1 1 top=685 . 59 ex i st i n stm. m/h 1 �ai.i, . : \ d \ i , . II '*�••.. I _
JJ J! 11 ex I st i ng I stm m/h out=683. 03 g 1i��: II I 3 3 , 82 L.F.' ` ,-- ----------
inv.I �8$• ti��..;. _=-•�---------
JI „ \ top=6 5. 68top=685. 89 1 \I ,� \ 11
ll % 1 5 inv. i n=679. 83 . w II _ o -� _-__- 1 SDR 21 PVC
1 0" inv. i n=680. 29 1 �I�. Ilx I I o oI i 012%B-
,� \ 11 1 1 0" inv. i n=680. 16 ' •'1 I L m I x 3 3 1 I STING
15" inv. out=677.510 -f LOCATE EXI-1' " LIMITS -OF ----
CI. ci II III
�i(1 '/�/ 11 i r •' 21% II III ,j 0 ° �11 to ii ,'' TREES TO _ _ _ - _ _ � � , - -CO#� TRUCTION` -
existing stm m/hJ existinglsl to --------------------- 1 --- j1 ----_ _ --- X X _ 11 �, LOCATIONS- S>MOWN---
top=685.77 Ir--Tr---- --I-; ►,I� m m�l,/
�1Q • III+ II / _--� i �i
12 " inv. I n =6 8 0. 10 ' / / ' I I LIMITS OF CONSTRUCTION -
12" inv. out=679. 77 Jlr ,Ili I I .;ti',:CR 114 (� �~-_-- :i- ,ItONNECT TO EX.
existing I I /' IO' FIRE LINE
It REFER TO ARCHITECTURAL r i �I _ I p gas 1 g
1 J 11 i DWGS FOR EXACT DIMENSION 1 i, , :
" I `I I AND SLOPE(S) OF RAMP & LANDING ,I°I " `� LU a.
11 II IJ existing edge to (n LO
JI { n 1 ,
r II of pavement co �cc �' / • $F
J 1 i t 25.0 LF. r ` 1 e I �
JI { Il x4- 11 a• I O
SDR 2/ PVC �, i I. I - 45* BEND '
SAWCUT EXISTING r I I N y' _ 11' / x t
1 I 11 032/'. 00 ASPHALT /CONCRETE � I t" . EL-686DO - - I I / •
AS NECESSARY. MATCH CAPRI SUN BLDG. IT/ON - i�
11 II .--� I ------- ,--- „ PROPOSED ,�
ex i s I ng edge �- EX/STING SECTIONS 1 I II /
�/ } - �t�.� I _ PROPOSED �UrS�/E. MANUFACTURING
'itlO' FIRE LINE /
ii Of aVement ��'�"' II I //+2 "-"---•..-�- FOR ALL PATCHING. r I I 72J2' X 121DOI I i' Q� 5C 1
ll r 11 I - 8,727 SQ. FT.
11 I M 11 �►
_ 11
r MH•I 11 F.F-690DO I'
I39.8 1 _ --------
6'CfJNC PAD--- 1 -- 11�' �� / TO 1
L.F�� bb
PjPVC ��. ISEEa ,4) '-1i __ _ ___________ 72J2' -�' i�'/ // f'S x
IJ � L- --ter- -- �_� •`,�
l0' 175' BUILDING SETBACK
11 �
iF ,
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-�� �� --1_--------� -'--------------- __"`1 0" f/ I ----------- --------�----------�$$-6'�'flf� �VG� Q05% 45'BEND
\existin
=-�- { •�. COtI I I g H•3 / ex ii st i ng 8 pvc
k> I`\5 I �•�• •� ( I I I P gas �___-- ` -_ / I inv. =678. 88 X:
\ ------ II ( .��
_ •� •� II / w/rip rap protection
_ 11
\ J^--- '„ existing san. m/h I CONNECT TO EXISTING I ---;; -"- 682 -_ -
\------------------ rl----- top=685.33 - �•,� 11 _ ----" EXTEND EX.
11 10,r-itiv--fi�=677.74 1 /O'FIRE LINE { l-/0- --�0, •�•� II __ ----- 8O 4
\ '� 1 0`' inv. out= 6 7 7. 6 8 45' BEND •ems.; -�"� - - - - STM. SEW. 32A0' � 4.65/. ' SF
-- 680--- - I I BEND -- X _ --_ nA X:
� �----- -�.�-�-�-� �-�-�-�- -� -�-�-�- -�.�.�.�. -�-�i-�-�-�-�-�-�-�-�-♦ /
11 �f-----I-------------------------- % r
111I �y�----------------------- existing 15" ►"cP _-- ---- -----------7-/O' NEW 8'lNVr67739 , I _ ---/
IIII J� �� '----- -----i nv-=6TT: S6 - 45-BEND OP W/ ES-1
c
w/rip rap protection
680
„ LIMITS OF
it �' CONSTRUCTION
R I P -____---_--_
11 �---------RAP- t70'Xl0"x8"-TEE-------------�
------------ _-_ 'll' �- \ EXTEND EXIST. B'FIRE LINE
TO RELOCATED IO' FIRE LINE '
60" f?/GHT -OF-WAY `= - - - - -`
__-------------------------------------------- -------------------�---_ ----------------------------------
--- -_------------------------ --
----------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------__=--------------------------
LEGEND
N0. TITLE KEY SYMBOL
3.05 SILT FENCE S 1- X X X X
3.18 OUTLET PROTECTION O PKau
3.30 TOPSOILING T O04
3.32 PERMANENT SEEDING
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C-3
Ln
CONTACT AREA
IN S0. FT. THRUST BLOCK SHALL BE
EMBEDDED IN UNDISTURBED
/
D
THRUST BLOCK 3000 PSI CONCRETE
D�
PRESSURE I I TEE III PIPE
STANDARD THRUST
BLOCKS FOR TEES
(NOT TO SCALE)
3" PSI CONCRETE
CONTACT AREA IN j \\/ / d°
So. FT.
. d
d
THRUST BLOCK
ORIGINAL j
TRENCH
WALL /
W
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ORIGINAL TRENCH WALL
THRUST BLOCK CONTACT
AREA ( SO. FTJ
PIPE
SIZE
WORKING
PRESSURE (PSI)
l00
/50
200
4'
/
2
2
6'
2
3
4
8'
4
5
6
l0'
5
8
9
/0
6
12
/4
THRUST BLOCK CONTACT
AREA (SO.FTJ
PIPE
WORKING PRESSURE (PSI)
SIZE
l00
/50
200
4'
/
/
2
6'
2
2
3
8'
3
4
5
/0'
4
6
7
12'
5
8
9
NOTE:
THRUST BLOCK SHALL
BE EMBEDDED IN
UNDISTURBED SOIL
j�
W-0")
STANDARD THRUST BLOCKS
FOR 22.T & 45' BENDS
(NOT TO SCALE)
D � • � D • " � D ♦ EXTER/OR FACE OF
BUILO/NG WALL
• ' ' EXfDANS/ON JO/NT
AL
♦ . . •
6'-O" D •' D •' D •' F/LEER
' ® CONCRETE DOOf?WAY
A: • A: • 4: ► A APRON
p 4 Ai •'a ® • A
D D D CENTERL/NE OF
ST A/ RW AY
F'L,A/V VIEW
STEEL FLOATED, W/TH LIGHT BROOM F/N/SH
CONCRETE SLAB WITH 6-6x/0/I0 WWF,
SUPPORTED /-//2" DOWN FROM TOP SURFACE
AND HELD BACK 3" FROM EDGES
a, mw'
n •n n •n n •n
�- C/ND/STUBBED EARTH OR
GRANULAR FILL
PROCESSED GRAVEL OR
CRUSHED AGGREGATE BASE COARSE
ALL D/STUF,'BED AREAS TO 63E
TOPSO/LED, SEEDED AND MULCHED
GENERAL NOTES:
/. f'F?OV/OE //4" TOOLED RAO/US EOGES W/7-1-1 3" EOG/NG TOOL.
SECT /O/V
DOORWAY AF=RON DETAIL_
NOT- 7-0 SCALE -
G
E
e
m
0
V
cast iron
cleanout cap with brass plug R
FL
having a
countersunk square head
Panella
Model PA4SV-CSK (4") E
Panella
Model PA6SV-CSK (6")
p
finished grade
c
1
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E
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square concrete skid pad
20"x 20"x 12" deep E
s
aggregate base E
( depth 3" ) c
t
cleanout ipe
a
a
SDR 21
E
sanitary
a
sewer main
s
Wye
45° bend
j —
E
IF
d
-
u
��
fs
E
d
e
6"
stone bedding
c
NOTE Where length of
service lateral
to exceeds 75'
a cleanout assembly shall be furnished at the
property line.
C
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SEWER CLEANOUT
Figure 17
NOT -TO -SCALE
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SCALESz NOFR. /" — 3"0' : VER. /" — 3'
ENERAL EROSION AND SEDIMENT CONTROL NOTES
S-1: Unless otherwise indicated, all vegetative and structural
rosion and sediment control practices will be constructed and
aintained according to minimum standards and specifications
f the Virginia Erosion and Sediment Control Handbook and
irginia Regulations VR 625-02-00 Erosion and Sediment Control
egulations.
S-2: The plan approving authority must be notified one week
rior to the pre -construction conference, one week prior to the
ommencement of land disturbing activity. and one week prior
o the final inspection.
S-3: All erosion and sediment control measures are to be placed
rior to or as the first step in clearing.
S-4: A copy of the approved erosion and sediment control plan
hall be maintained on the site at all times.
S-5: Prior to commencing land disturbing activities in areas
ther than indicated on these plans (including. but not limited
o, off -site borrow or waste areas), the contractor shall submit
supplementary erosion control plan to the owner for review
nd approval by the plan approving authority.
S-6: The contractor is responsible for installation of any
dditional erosion control measures necessary to prevent erosion
edimentation as determined by the plan approving authority.
S-7: Site grading is to drain to the silt fences at all times
uring land disturbing activities and during site development
ntil final stabilization is achieved.
S-8: The contractor shall inspect all erosion control measures
oily. Any necessary repairs or cleanup to maintain the
ffectiveness of the erosion control device shall be made by the
lose of the day. The contractor shall be responsible for the
Itimote removal of all temporary sediment control devices.
ONSTRUCTION NOTES
. The contractor will be responsible for applying for and obtaining any
)ecessary disturbance permits which may be required by Warren County
)rior to the start of clearing and grading activities.
The contractor shall stabilize all disturbed areas within 7 days after
-he area is brought to final grade.
f. Stabilization shall be by permanent seeding and mulching as follows:
a. Scarify the top l" to 2" of soil after final grades have been
achieved.
b. Add pulverized agricultural limestone at the rate of 2 tons per
acre.
C. Seed with the following mixture:
Seed Type Rate Min. Purity Min Germ.
Tall Fescue 180 lb./ac. 98% 857
Improved Perennial Ryegross 10 lb./ac. 98% 90%
Kentucky Bluegrass 10 Ib./ac. 97% 85%
d. Small grain straw mulch shall be spread at the rate of 1.5 tons
per acre.
e. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per
acre.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE 0
STAKES.
6'MAX
FLOW r-
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3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment ControLVA, DST PLATE. 3.05-2
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PROJECT LOCATION
FREDERICK COUNTY
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V I R G I N I A
220 Park Center Drive
Winchester, VA 22603
SITE PLAN FIOR
COUNTY,
INDEX lfkl-J-D-'F-\'lAWlNGS-
DESCRIPTION
DRAWING NO.
NOTESAND LEGEND.......................................................C-1
EXISTING SITE CONDITIONS..........................................C-2
SITEPLAN ........................... .............................................. C - 3
SANITARY SEWER PROFILE, & DETAILS .......................C-4
ROADWAY WIDENING & ENTRANCE PLAN...................C-5
�ONAL
PROFESSIONAL SEAL
VICINITY MAP
1 " = 2000'
Rev. 1 1 /03/1999
Rev. 11 /24/1999
Rev. 12/02/1999
Approved by the Zoning Administrator
Zoning Administrator Signature
Date
IL A7 IF l IE I*N*T (3 11 INZ H H a
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971 Acorn Drive
Harrisonburg,R NED
ETA 22802 DEC0
EC 2 21999
Phone: (540) 434-4135 I-D
0
DEPT, OF PUINNING/DEVELOPMENT 11
C ® 042
VDOT GENERAL NOTES:
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 discrepancies 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 10.000 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.
1. All work on this project shall conform to the latest editions of the
Virginia Department of Transportation (VDOT) Road and Bridge
Specifications. and Standards. The Virginia Erosion and Sediment
Control Regulations and any other state, federal or local regulations
applicable. In the event of conflict between any of these standards,
specifications or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department of
Labor Occupational Safety and Health Administration and VOSH
Rules and Regulations.
3. When working on VDOT right of way. all traffic control, whether
permanent or temporary, shall be in accordance with the current edition
of VDOT's work area protection manual. Furthermore, all traffic control
flaggers must be certified in accordance with VDOT's January. 1994
(or latest edition of) Road and Bridge Specifications, Section 104.04-C.
4. Design features relating to construction or to regulation. control and
safety of traffic may be subject to change as deemed necessary by VDOT.
5. Prior to initiation of work. Contractor shall be responsible for acquiring
all necessary VDOT land use permits for any work on VDOT right of way.
6. If required by the local VDOT Residency Office, a preconstruction
conference must be arranged and held by the engineer and/or developer
with the attendance of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is
to begin or cease for any undetermined length of time. VDOT will also
require 48 hours notice for any inspection.
8. The contractor will be responsible for maintaining adequate access to
the project from the adjacent public roadway through construction and
maintenance of a construction entrance in accordance with the Virginia
Erosion and Sediment Control Handbook, Sec. 3.02. Furthermore, access
to other properties affected by this project shall be maintained through
construction.
SITE PLAN NOTES:
1. Parcel area: 20.00 acres
2. Zoning: M-1
3. Use: Manufacturing
4. Property Identification #: 54 ((A)) 36H
5. Magisterial District: Stonewall
6. Building Setbacks:
Front= 75'
Side= 25'
Rear= 25'
7. Building Area= Proposed: 9,371 sq. ft. (Per Site Development Plan #50-99)
Proposed: 8,727 sq. ft. (per this plan)
Existing: 219.298 sq. ft.
8. F.A.R.= 9.371 sq. ft. (per Site Development Plan $60-99) +
8,727 sq. ft. (per this plan) +
219,298 (existing)/20.00 acres*43,560 sq. ft.
=237.396/871,200=0.273
9. Sight Distances =
The posted speed limit on West Brooke Road is 35 M.P.H.
Sight Distance on West Brooke Road is equal to or greater than 350 feet
at the existing entrance location.
The posted speed limit on Park Center Drive is 35 M.P.H.
Sight Distance on Park Center Drive is equal to or greater than 350 feet
at each existing entrance location.
10. Trip generation traffic volume = 840 vehicles per day
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.
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LT.
LEFT
M/H
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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
_____________ SIDEWALKS
BUILDINGS
-X X FENCE
is DECIDUOUS TREE
CONIFEROUS TREE
CONIFEROUS SHRUB
-•--••-----•--•--•• PROPERTY LINE
E-----= STORM SEWER
- - 2900 - - Rsoo INDEX CONTOUR
----- 2898---- INTERMEDIATE CONTOUR
X X SPOT ELEVATION
2876.3
ees 3.ss�
------------ LIMITS OF CLEARING
AND/OR GRADING
PAF'K//VG A/VALYS/S
PARKING SPACES REQUIRED FOR MANUFACTURING SPACE PER
THE DERICK COUNTY ZONING 0/40/NANCE ARE AS FOLLOWS:
3 PARKING SPACES PER 4 EMPLOYEES ON THE MAX/MUM
WORKING SHIF7-.
NUMBER 0,= EMPLOYEES ON THE MAX/MUM WORKING SHIFT (EX/STING)
PER KRAFT GENERAL FOODS. INC. - 84 (I68 DURING SHIFT OVERLAPS.)
ACCORDING TO KRAFT GENERAL FOODS THE ADDITION TO 7"IS
MANUFACTURING SPACE WILL ADD EMPLOYEES PER WORKING SHIFT
TOTAL NUMBER OP EMPLOYEES PER WORKING SH/F-T
(EX/STING-PROPOSED.)-//4 (228 DURING SHIFT OVERLAPS.)
NUMBER OF PARKING SPACES REQU/RED FOR MANUFACTURING - 86
(/72 DURING SHIF-T OVERLAPS)
PARKING SPACES REQU/RED FOR OFFICE SPACE PER THE FREDER/CK
COUNTY ZONING ORD/NANCE ARE AS FOLLOWS:
I PARKING SPACE PER 250 SQ. F-T. OF FLOOR AREA
EXISTING OF-FICE AREA - /0.272 SQ. FT.
PROPOSED OFFICE AREA (PER S/TE DEVELOPMENT PLAN `50-99.) - 9,37/ SO. FT.
TOTAL OF-F-/CE AREA - /9.64a SQ. FT./250 SO. F-T. - 79 SPACES
TOTAL PARKING REQUIRED - 165 SPACES <25/ DURING Sf-HIFT OVERLAPS)
TOTAL PARKING PROVIDED - 29/ SPACES
TOTAL HANG/CAP SPACES REQU/RED - 7. / VAN ACCESSIBLE <PER ADA)
TOTAL HAND/CAP SPACES PROVIDED - 8. / VAN ACCESSIBLE
FLOOR .ARE.�►S
EXISTING MANUFACTURING - <+/-)2090026 SO. FT.
PROPOSED MANUFACTURING- (-/-)8,727 SQ. FT.
EXISTING OFFICE SPACE - (-/-)10.272 SQ. FT.
PROPOSED OFFICE SPACE - l+/-)9.37/ SO. FT.
(PER SITE DEVELOPMENT PLAN 4*50-99)
GROSS FLOOR AREA SO. FT.
PROPOSED OUTDOOR EMPLOYEE
BREAK AREA - <+/->/.334 SQ. FT.
(PER SITE DEVELOPMENT PLAN 1050-99)
TOTAL FLOOR AREA SO. FT.
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C-2
NOTES:
lJ 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 ADDITION SHALL BE PROVIDED
FROM EXISTING BUILDING.
3J SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR
REROUTING OF FIRE LINE AND UTILITIES WITHIN THE
PROPOSED BUILDING ADDITION.
4J EXISTING 8' FIRE LINE UNDER PROPOSED BUILDING ADDITION
WILL BE REPLACED WITH AN OVERHEAD FIRE LINE DURING
CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR
EXACT LOCATION AND SEQUENCING OF WORK. 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 ADDITION SHALL INCLUDE ALL REQUIRED
DEMOLITION.
7J ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING
EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY
TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED
DIRECTLY WITH OWNER, WITH ADDITIONAL PLAN INFORMATION PROVIDED
AS NECESSARY BY ENGINEER.
8J BUILDING SETBACK REQUIREMENTS /N ZONING DISTRICT M-1 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
-FRONT YARD BUILDING SETBACK PROVIDED TO THE
-SIDE YARD BUILDING SETBACKS - N/A
-REAR YARD SETBACKS - N/A
EAST (PARK CENTER DRIVE) - 427J'
SOUTH (WEST BROOKE ROAD) - 79S
/OJ ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE
STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE.
//J NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION.
12J THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES.
6J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING 13J ALL OUTDOOR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING ADDITION
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. SEE ARCH. PLANS
FOR LIGHTING SPECIFICATIONS.
14J EXISTING DUMPSTERS ARE FOR TEMPORARY USE ONLY AND WILL BE REMOVED AFTER
CONSTRUCTION IS COMPLETE.
existing son. m/h
top=685.79
4" inv. in=679.29
6" inv. i n=678. 84 exist.
exist. 6" inv. i n=679. 1 4 roof drain
roof drain 10" inv. out=678.92
REMOVE EXISTING 6' SAN. LAT.
PLANT
NORTH
191
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8" inv.l i684.1 x i
existing stm m/h �\ -----------_------------------ --- 1 ••/ � ---- � I --�� I� �8�� i nv. i ou 684.
_ PROPOSED RELOCATION - ��/ " - I - -'I- -
top=685. 94 OF EXISTING TRASH COMPACTOR II �r I II I l a ' `
12 inv. i n=680. 75 I it �� 1 1 Jf -: II I �I I exist. It i I o
1 2" inv. i n=680. 65 �/ II I co `,,� • I I \ roof drain t
_ �_-- _ ____ _ - - --- - ____= ti=====______ existing edge
1 2" inv. out=680. 56 i ll .�� ,---------__________________________________________________ . -- I 1 I ff
��,�);�\___________= 1 �, - -- - - 1 :I la d �I of pavement
1 /5 II� (I�
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Nlv, i �ex i st i ng stm m/h 1 .e„ II I o o ( I II •�-
/, % 1 1 top=685. 59 existing stm. m/h 1 °i i, • : I I �/ \ "1 i II ter•-�- I _---
ex i st i ng I stm m/hto 85. 89 11l j; II I 3 3 1 82 LF.6' -- _ �• • I-�-_- �-- - - - - - - -
�� 11 Inv. out=683. 03 I � � 1+---------� I
f, top=6 5.68 P- 1 . IN II � \ � \ I �q II �8� "�y--
Ii , 11 15 inv. in=679.83 ■ = o-�_-__-� SDR 2IPVC
1 0" inv. i n=68-0. 29 1 f i IIX - I- I o o I 1 �/2% 1
c
1 0" inv. i n=680. 16 ' A'1 i� ' III Illx 3 3 I I `-- ■
1 15" inv. out=677.51
11 1 1 i� a II III I c c I i-,geLOCATE EXISTING �1' " OMITS -OF- - - -
o o 1 TREES TO _ "
11 CONSTRUCTION+v 1 I iI OCT/O-- --
SHOWN
existinglsito 1 t�I •II� '. IIh'-�_ tIIl-r / , 'I
existing stm m/h re 1 - 1- - - - - ---I ------ - - - - - - - - - - - "top=685.77 I r m I/
I�O _________ -12„ inv. in=680.10 LIMITS MITS OF CONSTRUCTION �
1■ ---
-
12 inv. out=679. 77 i, / 11 i ; i.i0.,� II II 1 II -ItONNECT TO EX.i�-
li� 10'FIRE LINE 'x 1
existing II �
i'� I lii i REFER TO ARCHITECTURAL 1 i i _ I p gas I g
I DWGS FOR EXACT DlMEN5ION 1 L1 • \ 4
" I It I AND SLOPE(S) OF RAMP &LANDING �P1 x �+- W Q_ Q /
existing edge Im; N LO
ll 11 , \ ■ d , of pavement cow ,�
25D L.F. x ,} 1 I C 11 Q_
SDR 2/ PVC o; ' ii.�° : I �,' 45' BEND •
SAWCUT EXISTING 1 I, / x 1
ASPHALT/CONCRETE I �." ' : EL-686A0 I v
.�-- -- AS NECESSARY. MATCH 1 CAPRI SUN BLDG. lTION _
-..-.. ' ;; PROPOSED ,
EXISTING SECTIONS 1 " PROPOSED USE: MANU ACTURING - " 1
I lex i s }ing edge ��•'r •' i - . I I lO' FIRE U/.L /
FOR ALL PATCHING. �y I'kl 11 ■
/,� of Ipavement ; -'�- it
i H'2 -r-_-_-_-_ 1 II 72JL x 121.001I o,
8,727 SO. FT.
MH•I i _ _ _ 9,8 - - - - - - - - - - - - - - --61X6'f01`VC.fAD- FJ= .-690r00 I i It
/ TO
6" TOP-684DO 11 _ _ _ _ _ �1 x /� 1 � II �- - / II/
L- PVC (SEE DETAIL C,4) 1 1 - - - - - - - - - - - - 72J2'
- - �, , , -'' ;'1 I I •�: 1 1 I / /'LJ 11 _/00 175' BUILDING SET PACK
-+ft----------- I------�'-I----- ---------f-----------++------------- --s-- ---- -----------r---�----
---�+ 1---`i -_- - '�----I-------------z'`�`� --------------- -------------------4I ----------- 7-6'�Jf�V� Q05%10" f/I 8 45*BEND 1 '
•_•�•�••I existing�•�.CO'/ -___-- / existing 8" pvc
IV), p gas Xinv.=678.88
,
,
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11 I •.�.,•� I I / w/rip rap protection
1'-'1 existing son. m/h I CONNECT TO EXISTING I •�•�- ,_----"iii 68G' ____680
-------------------- top=685.33 ��•� 11 _ EXTEND EX.8'
\ 11 10'r Inv--fi 677.74 I 10' FIRE LINE I /-/0' `3/0•-' •�.� 11 --- 80
- - - -' - STM. SEW. 32.0(Y,v 4.65/.
10-" inv. out= 677.68 45•BEND ems.•
I 4S' BEND - -- X _ - - - R X ' SF
j�f------------------------------ i
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II'1 i---I------------------------- I � -------- --_existing 1 5" rc_p -- ---- -----------7-%Q' NEW 8'INV-6T7.39 ; ---
J inv. =GTT 5
w/rip rap protection 45'BEND OP W/ ES-1
680----- __' I _-------------- -------680----------
'„ /' LIMITS OF
CONSTRUCT/ON
RIP RAP
EXTEND EXIST. 8' FIRE LINE,
11 / TO RELOCATED /0' FIRE LINE /
60' RIGHT -OF -WAY `= - - - - -
Z
RAISE TOP OF MANHOLE AS NECESSARY approximate
TO MAKE FLUSH WITH SURFACE OF location of
PROPOSED RAMP existing dumpsters
existing son. m/h
top=688.90
6 inv. in=684.45
6" inv. out=683.81
_-_--------------------------------------------------- - - - - - - - --� _ - -- - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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N0. TITLE KEY SYMBOL
3.05 SILT FENCE S F X X _X_X
3.18 OUTLET PROTECTION O P
3.30 TOPSOILING T O �-
3.32 PERMANENT SEEDING P S
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C-3
CONTACT AREA
IN S0. FT. THRUST BLOCK SHALL BE
EMBEDDED IN UNDISTURBED
SOIL
THRUST BLOCK 3000 PSI CONCRETE
P R E S S U R E
D�
T E E
STANDARD THRUST
BLOCKS FOR TEES
(NOT TO SCALE)
3000 PSI CONCRET
X
CONTACT AREA /N
SO. FT.
THRUST BLOCK
ORIGINAL
TRENCH
WALL
PIPE
ORIGINAL TRENCH WALL
THRUST BLOCK CONTACT
AREA ( SO. FT-)
PIPE
SIZE
WORKING
PRESSURE (PSI)
100
/50
1 200
4'
/
2
2
6'
2
3
4
8'
4
5
6
l0'
5
8
9
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6
/2
/4
THRUST BLOCK CONTACT
AREA (SO. FT.)
PIPE
WORKING PRESSURE (PSI)
SIZE
l00
/50
200
6'
2
2
3
8'
3
4
5
4
6
7
l2
5
8
9
NOTE:
THRUST BLOCK SHALL
BE EMBEDDED /N
UNDISTURBED SOIL
v\
STANDARD THRUST BLOCKS
FOR 22—S & 45• BENDS
(NOT TO SCALE)
0 o e o
• EXTER/OR FACE OF
BUILDING WALL
'A �► 'A
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► ► EXPANS/ON JOINT
6'-O" D •• D •' D •' F/LEER
A ' A A ' A CONCRETE DOORWAY
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D D D CEN7-ERL/NE OF
ST A/F?W AY
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PLAN V /EW
STEEL FLOATED, W/iTH LIGHT BROOM FF/NISI-I
CONCRETE SLAB W/TH 6-6x/O//O WWF,
SUF'PORTEO /-//Z" DOWN FROM TOP SURFACE
AND HELD BACK 3" FROM EOGES
4„ X -fir—►X ' X �- -'X ' X --,ems—► X' XI, �� � mm
o •o o •o o •o
`— UNDISTURBED EARTH OR
GRANULAR FILL
Pf?OCESSED GRAVEL OR
CRUSHED AGGREGATE BASE COARSE
ALL DISTURBED AREAS TO BE
TOPSO/LED, SEEDED AND MULCHED
GENERAL NOTES:
I. PROV/DE //4" TOOLED HAO/US EOGES WITH 3" EDGING TOOL.
SECT /ON
OOOFRWAY APRON OETAiL
NOT 7-0 SCALE
G
E
e
rr
c
V
cast iron
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having a
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Panella
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p
finished grade
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square concrete skid pad
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NOTE Where length of
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to exceeds 75'
a cleanout assembly
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property line.
C
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SEWER CLEANOUT
Figure 17
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ENERAL EROSION AND SEDIMENT CONTROL NOTES
S-1: Unless otherwise indicated, all vegetative and structural
rosion and sediment control practices will be constructed and
aintained according to minimum standards and specifications
f the Virginia Erosion and Sediment Control Handbook and
irginia Regulations VR 625-02-00 Erosion and Sediment Control
egulations.
S-2: The plan approving authority must be notified one week
rior to the pre -construction conference, one week prior to the
ommencement of land disturbing activity. and one week prior
o the final inspection.
S-3: All erosion and sediment control measures are to be placed
rior to or as the first step in clearing.
S-4: A copy of the approved erosion and sediment control plan
hall be maintained on the site at all times.
S-5: Prior to commencing land disturbing activities in areas
ther than indicated on these plans (including. but not limited
o, off -site borrow or waste areas), the contractor shall submit
supplementary erosion control plan to the owner for review
nd approval by the plan approving authority.
S-6: The contractor is responsible for installation of any
dditional erosion control measures necessary to prevent erosion
edimentation as determined by the plan approving authority.
S-7: Site grading is to drain to the silt fences at all times
uring land disturbing activities and during site development
ntil final stabilization is achieved.
S-8: The contractor shall inspect all erosion control measures
ally. Any necessary repairs or cleanup to maintain the
ffectiveness of the erosion control device shall be made by the
lose of the day. The contractor shall be responsible for the
Itimate removal of all temporary sediment control devices.
ONSTRUCTION NOTES
. The contractor will be responsible for applying for and obtaining any
iecessary disturbance permits which may be required by Warren County
>rior to the start of clearing and grading activities.
' The contractor shall stabilize all disturbed areas within 7 days after
-he area is brought to final grade.
i. Stabilization shall be by permanent seeding and mulching as follows:
a. Scarify the top 1" to 2" of soil after final grades have been
achieved.
b. Add pulverized agricultural limestone at the rate of 2 tons per
acre.
c. Seed with the following mixture:
Seed Type Rate Min. Purity Min Germ.
Tall Fescue 180 lb./ac. 98% 85%
Improved Perennial Ryegrass 10 lb./ac. 98% 90%
Kentucky Bluegrass 10 Ib./ac. 97% 85%
d. Small grain straw mulch shall be spread at the rate of 1.5 tons
per acre.
e. 10-10-10 fertilizer shall be spread at the rate of 1.000 lbs. per
acre.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE 0
STAKES.
_/ /6'MA
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
4
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
I FLOW I _
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
MR1
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TRIAD ENGINEERING, INC.
HARRISONBURG VIRGINIA
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SCALES: HOF?. /" - 30' : VER. /" - 3'
SOURCE: Adauted from Installation of Straw and Fabric Filter Barriers for Sediment Control VA DSW PLATE. 3.05-2
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1 - POSTED SPEED L/M%T 35 M.P.H. \ \ -
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VOOT ST'O \\ \ \F I
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STM STR""2
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CG-6 4" SOLO WH/TE \\ \ I
POWER N PAVEMENT STRIP//VG STO.O/-3C. L-8 I m
POLE W� DOGHOUSE BASE �30" RCP \ vI
TOP-679.83 INV-672. 62 I I
Ex. 30" /Nv. /N-673./2 i
EX.30" INV. OU7--673.02
PLACE CG-/2 AT O/SCRET/ON OF
VOOT ENGINEER/INSPECTOR
PROPOSED
ST'O VDOT
CG-6
4" SOLID WHITE
PAVEMENT STR/PING
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