HomeMy WebLinkAbout58-00 Triad Engineering, Inc. (Office & Parking Expansion) - Shawnee - BackfileGENERAL 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 expenseq 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
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
Erosi'on 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: 3.665 acres
2.
Zoning: M-1
3.
Use: Business
4.
Property Identification #: 64F ((1))
Parcel 8
5.
Magisterial District: Shawnee
6.
Building Setbacks Required:
Front= 75'
Side= 25'
Rear= 25'
7.
Building Setbacks Provided:
Front= 193.25'
Side= 83.59' (to the North)
Side= 310.12' (to the South)
Rear= 77.37'
8.
Building Area= Proposed Addition:
5,740 sq. ft.
Existing: 9,600 sq.
ft.
Total Building Area:
15,340 sq. ft.
9.
F.A.R.= 9,600+5,740 / 3.665 acres*43,560
sq. ft.
=15 , 340/ 159.64 7 =0.096
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 INTERSECTION
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
S�AN. SEW. or S
SANITARY SEWER
SEW.
SEWER
ST'D
STANDARD
STM. SEW.
STORM SEWER
SE
SOUTH EAST
SW
SOUTH WEST
T.C.
TOP OF CURB
TPD
TRIPS PER DAY
VERT.
VERTICAL
W/L
WATERLINE
X-ING
CROSSING
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TRIAD ENGINEERING, INC.
HARRISONBURG VIRGINIA
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EXISTING PROPOSED I I Im
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FENCE
DECIDUOUS TREE
CONIFEROUS TREE
................... PROPERTY LINE
E _ _ _ _ _ _ STORM SEWER
- - 2900 - - 2900 INDEX CONTOUR
----- 2898---- 289a INTERMEDIATE CONTOUR
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SITE ANALYSIS
OWNER:
TRIAD ENGINEERING, INC.
200 AVIATION DRIVE
WINCHESTER, VA 22602
TAX MAP NO. 64F ((M PARCEL 8
DEED BOOK NO.966. PAGE 447
ZONING: M-I
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440.00
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21 7. 52
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TOTAL
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REQUIRED
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AVAILABLE
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STORAGE
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NOTES:
IJ ALL PROPOSED RADII ARE 5' UNLESS OTHERWISE NOTED.
2J ALL SITE DIMENSIONS ARE TO THE FACE OF CURB OR
BUILDING UNLESS OTHERWISE SHOWN.
SS
INV.OUT MH TOP=686.50
675.95(8' PVC )�
3J MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-1 IS 60'
J
PER SECTION 165-83A OF THE FREDEERICK COUNTY ZONING
ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING /S
LESS THAN 60'.
4J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EX/STING
'd '--�---"-----------
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES.
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5J UTILITY SERVICE TO THE BUILDING ADDITION SHALL BE PROVIDED
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GAS AND POWER ONLY AS REQUIRED SUBJECT TO OWNER'S APPROVAL
0r�`e
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ROUTING OF UTILITIES WITHIN THE PROPOSED ADDITION.
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EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS. REFER TO�'
ARCHITECTURAL DRAWINGS FOR RELOCATION OF EXISTING ROOF DRAINS
AT/ON OF PROPOSED ROOF DRAINS.
AND LOCATION
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ADJOINING PROPERTIES AND PUBLIC STREETS (PER SECT/ON /65-35A
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AUTHORITY MINIMUM 24 HOURS IN ADVANCE.
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PROPOSED
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DABONAIR DEVELOPMENT INV.=692.73
746/517
TM 64F ((1)) 3
ZONED M-1
USE: COMMERCIAL INDUSTRIAL
GEORGE & VICTORIA HENZEL
795/1559
TM 64F ((1)) 1
PARKING LOT
LANDSCAPING ANALYSIS
NEW TOTAL PERIMETER LENGTH:808 FT.
NEW TOTAL PER/METER SHADE TREES REQUIRED: 2/
NEW TOTAL PARKING SPACES:50
NEW TOTAL INTER/OR SHADE TREES REQUIRED:5
NEW TOTAL PARKING AREA: 20,640 S.F.
INTERNAL LANDSCAPED PORTION: 2,285 S.F.
ZONED PARK/NG LOT ANALYSIS
USE: RETAIL ANDD SERVICE
/ SPACE PER 250 S.F. OF OFFICE SPACE.
I SPACE PER ACTUAL EMPLOYEE OF STORAGE/LAB/STAGING AREAS.
WOODLANDS ANALYSIS
FOR MASTER DEVELOPMENT PLAN
AIRPORT BUSINESS PARK
ACRES.3.665 OV-)
WOODED AREA BEFORE DEVELOPMENT:75,750 S.F.
WOODED AREA AFTER DEVELOPMENT. 65,730 S.F.
FOOTPRINT
TOTAL
ACTUAL
ACTUAL
ACTUAL
REQUIRED
(S.F.)
FLOOR
OFFICE
STORAGE
LAB AND
PARKING
AREA
AREA
EMPLOYEES
STAGING
SPACES
(S.F.)
(S.F.)
EMPLOYEES
EXISTING
4800
9600
6450
2
2
30
BUILDING
PROPOSED
2870
5740
4000
0
0
/6
ADDITION
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46 PARKING SPACES REQUIRED
50 PARKING SPACES PROVIDED C-4
2 HAND/CAPPED SPACES PROVIDED /N COMPLIANCE WITH BOCA TABLE I105J.
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LEGEND
SS MH TOP=686.50
N0. KEY INv.ouT�i5.95(B" PVC)
TITLE SYMBOL
J
3.05 SILT FENCE SF X X * -X
---'r------------
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NOTES:-'c\e�.�
I.> GRADING TO BE EXECUTED IN TWO PHASES: \
PHASE I: PROPOSED PARKING LOT AND LANDSCAPING. e , _ , - ' ' 1 4 " SANITARY
PHASE 2: PROPOSED BUILDING ADDITION. '�' SEWER-- --- -;-_-'-----------------_
SS MH TOP�i78.89 �i' 1\ - _ i �. L_
INV.IN=i69.04(8 Pv� _ _--ADAMS FAMILY LTD.��'
CONTRACTOR TO PLACE SILT FENCE AS APPROPRIATE INV.IN�68.83(8 .PVC) ----.1 826/479--'-
[NV. DUTdi68. 91 P> PvC) �-�TM 64 ((A)) 40 '/ _" ''
SUBJECT TO LIMITS NOTED BY THESE PLANS. „- i \ _ ;--=' �' �- - / -' _ _- - ____----_
ZONED M-1-
/' USE: VACANT:' ,' /=-'1 /� '' - - - ----
2.> CONTRACTOR TO ENSURE THAT NO EARTH DISTURBANCE _ _ - ' -' _ " - / P�� - " " . _ _ - o� % _'' _ — -LA
'� CD
OCCURS WITHIN THE EXISTING ENVIRONMENTAL CORRIDOR. co -�
PER FREDER/CK COUNTY DEPARTMENT OF PLANNING - - _ M
DEVELOPMENT.
KOHL'S DEPT./'STORES INC.
TM 6ZONEDAM)1 40E ,\ /' �' i /�',�'/����% `\ ��'' (1) CONEX
USE:,61STR1BUTION CENTER /' i ' ' /� / /'' / /' / \ ,� BOX 1
' ' LANTZ CONSTRUCTION
926/1484
(`§UILD/NB' (2) CONEX I /' j TM ZONED(10 );
lol
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I / ■
TRANSFORMER \ .
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\ TM 64F ((1 )) 9
1 l \ \ \ - - - _ _ _ _ — — I I I ZONED M-1
/ \ ► \ \ \ \` i5� --- - —:� \ 1 s6\I I� USE: INDUSTRIAL
\ \\ CMP
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\ \ ` _ a:.EX. 24" CMS - II
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EX. SS MH TOP=673.53 � �`\?_ _ ----- -__- r 1 } II I \ 1
INV.IN=662.20(8" PVC) �\\\/\ \ \ `��`\ ��� - _ _ -I-i �I-jr I 1' I - --- II I I 1 1 1
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------ --PAD _ �� �_L _I_ \ I\ \ 1 1
ADAMS FAMILY LTD. c\A I \\ \\ l \\
912/1011 -� I
TM 64F ( (1)) 6 �°j —V �1\� \� �_\ \__ _-'U�' �" _� GUARDRAIII I V" I\`--�\ ►``
ZONED M-1 ----L-
USE: VACANT ` Qo%,`-A;1}_'-'' %� ��_���n-----�/ w�----------a-- / --
3' MIN. 3' MIN.
NORTH AMERICAN I
GREEN P300N j\
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NOT TO SCALE
AVIATION DID I VE-ROUTE 990 I / Fp /'
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(FORMERLY`QESSNA DRIVE) ( 60 -WJ DE
POSTED SPEED LIMIT-25MPH \ \ I
/
\ \ / - _ -C �+%, EX. SS MH TOP=702.53
INV. INi88.92(8 PVC)
INV.OUT=688.85(8" PVCI b�
DATALUX CORPORATION v� GEORGE 8 VICTORIA HENZEL
746/
TM 64F (8 11)) 2 \� L/ TM 64F/(519) 1
ZONED M-1 ZONED M-1
EX. SS MH TOP=697.96\\ USE: RETAIL AND SERVICE USE: RETAIL AND SERVICE
INV.IN=687.42(8 PVC) \
INV.DUT=687.43(8" PVC) \
EX. 30" CMP
DABONA I R DEVELOPMENT 1 NV. =692. 73
746/517 ENVIRONMENTAL CORRIDOR
TM ZONED (M -1) 3 IMPACT
USE: COMMERCIAL INDUSTRIAL
FA UNDER ENVIRONMENTAL EASEMENT:3&20 SF.
FA AFFECTED BY GRADING:O SF.
YSTURBED PERCENTAGE:I00%
EA OF ENVIRONMENTAL CORRIDOR ON TRIAD PROPERTY
EXCLUSIVELY WOODED WITH THE EXCEPTION OF THE
(STING 20' SANITARY SEWER EASEMENT ON THE
STERN CORNER.
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GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion
and sediment control practices will be constructed and maintained
according to minimum standards and specifications of the Virginia
Erosion and Sediment Control Handbook and Virginia Regulations VR
625-02-00 Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be notified one week prior to
the pre -construction conference, one week prior to the commencement
of land disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior
to or as the first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall
be maintained on the site at all times.
ES-5: Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but not limited to. off -site borrow or
waste areas), the contractor shall submit a supplementary erosion
control plan to the owner for review and approval by the plan approving
authority.
ES-6: The contractor is responsible for installation of any additional
erosion control measures necessary to prevent erosion and sedimentation
as determined by the plan approving authority.
ES-7: Site grading is to drain to the silt fences or sediment trap at all
times during land disturbing activities and during site development until
final stabilization is achieved.
ES-8: During dewatering operations, water shall be pumped into sediment
traps.
ES-9: The contractor shall inspect all erosion control measures
daily. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control device shall be made by the close of the day. The
contractor shall be responsible for the ultimate removal of all temporary
sediment control devices.
CONSTRUCTION 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:
G. 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 60 Ib./ac. 97% 85%
Red Clover 8 Ib./ac. 95% 657
Landing Clover 8 Ib./ac. 957 65%
Annual Ryegross 12 Ib./ac. 987 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.
TEMPORARY SEEDING
PLANTING DATES: SPECIES
SUBGRAOE o 95% W
MAWAV
S/DEWALK SECT/O/V
0.50'
EXPANSION JO/NT Q
"AT ER/AL
,`� 1? o
SUBGRAOE m 95% LO
MAMS
EXPA/VS/O/V ✓O//VT
O✓O"
to
SUBGRAOE dr 95% LO
CONTRACT/O/V 10/1VT_
TYPICAL
S/DEWALK BETA/LS
NOT TO SCALE
RATE IN LBS. PER ACRE
SEPT. 1 - FEB. 15 50 -100 lbs. / acre
ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50%
CEREAL (WINTER) RYE (SECALE CEREALE) 50%
FEB. 16 - APR. 30 60 - 100lbs. / acre
ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100%
MAY 1 - AUG. 31
GERMAN MILLET (SETARIA ITALICA)
PERMANENT SEEDING
50lbs. / acre
100%
MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-10%
KENTUCKY BLUEGRASS 0-10%
HIGH -MAINTENANCE LAWN 125 Ibs. / acre
MINIMUM OF THREE (3) MAXIMUM OF FIVE (5)
VARIETIES OF BLUEGRASS FROM APPROVED LIST
FOR USE IN VIRGINIA
GENERAL SLOPE (3:1 OR LESS) 150 Ibs. / acre
KENTUCKY 31 FESCUE 85%
RED TOP GRASS 3%
SEASONAL NURSE CROP** 12%
GENERAL SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE
RED TOP GRASS
SEASONAL NURSE CROP**
CROWNVETCHC
150 Ibs. / acre
70%
3%
13%
14%
**SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR.
SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL.
*IF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED.
WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING
WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES.
LANDSCAPE SCHEDULE
OUANTITY PLANT NAME (LATIN) PLANT NAME (COMMON) SIZE SPACING REMARKS
6 TI/la Cordata Utt/eleaf Unden 36"-48" tall per plan B & B
3 Cornus Florida FlowerIng Dogwood 2" Co/I r per plan B & B
40' MAX SPACING
BETWEEN EXPANSION JOINTS
CONTRACTION JOINTS (TY)=O
SEE NOTE Z FOR SImACING
I I 1 I I I I I I 1 I I I
I I 1 I I I I I I 1 I I I
NOTESr
EXPANS/ON FACE OF CURB
ALL SIDEWALKS SHALL BE 6" THICK ✓O/NTS (TYP) CG-6 (TYPO
UNLESS Or",ffRW/SE NOTED.
R. CONTRACTION ✓DINTS SHALL BE SPACED
AT 5' FOR 5' W/OE S/OEWALKS.
STA/VDARD JO//VT LAYOUT
FOR CONCRETE SIDEWALKS
NOT 7-0 SCALE
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
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4„
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
dull
FLOW
=11
SIiEET 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 Cootrol.VA. DSM'C PLATE. 3.05-2
Sherwood and Nyant
CRUSHED AGGREGATE
4SE TYPE 1, 2I-8
)MPACTED TO 95X
rANDARD PROCTOR
NSITY.
E" COMPACTED TO
957 STANDARD PROCTOR
DENSITY.
TYPICAL STANDARD DUTY
PAVEMENT SECTION
NOT TO SCALE
THIS AREA MAY BE CONCRETE J
`THE BOTTOM OF THE CURB AND
AT THE OPTION OF THE CONTRACTOR
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE Of SUB -
THIS CURB IS TO BE USED WHEN
N 0 T E :
SURFACE COURSES PROVIDED A
DESIGN SPEED dS 40 MPH OR LESS
COMB.CURB & GUTTER HA✓/NG A RADNUS
MINIMUM DEPTH Of' 7'IS
ON RURAL HIGHWAYS AND 45 MPH
OF 300'OR LESS !ALONG FACE OF CURB)
MAINTAINED.
OR LESS IN URBAN & SUBURBAN
SHALL BE PAID FOR AS RADIAL COMBINATION
AREAS.
CURB & GUTTER.
THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
CAACRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSJ.IF PRECAST.
COMBINATION
6' CURB & GUTTER (CG-6)
NOT TO SCALE
LANDSCAPING
AREA
CONCRETE SIDEWALK 5' WIDTH
25 PER I' 15' 2'
0
SLOPE VARIES IN
DIRECTION AND PERCENTAGE.
REFER TO
GRADING PLAN
PROPOSED
PAVEMENT
i'
6' X 6' W.W.M. -J
AGG. BASE CG-6
SIDEWALK DETAIL
NOT TO SCALE
AD
E
INTERNATIONAL SOCIETY
OF ARBORICULTURE
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT
LEADERS,AND BPKIKEN OR DEAD BRANCHES.
SOME INTERIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUMED;HONEVER,DO ACTT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN,
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
SEE WRAPPING DETAIL
MARK THE NORTH SIDE OF THE TREE_
IN THE NCURSERY,AND ROTATE TREE
TO FACE NORTH AT THE SITE WHEN EVER
POSSIBLE.
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRNE
CHAMPAIGN, IL 61821
(217) 355-9411
(217) 355-9516 FAX
EACH TREE MUST BE PLANTED SUCH THAT
THE TRUNK FLARE IS VISIBLE AT THE TOP
OF THE RIOT BAILTREES WHERE THE TRUNK
MULCH RING / FLARE IS NOT VISIBLE SHALL BE REJECTED.
SET TOP OF ROOT BALL FLUSH TO I800 MM (6 FTJ D1V.MIN. DO NOT COVER THE TOP OF THE ROOT
GRADE OR 25-50 MM (1-2 INJ 24X NM (8FTJ DIAM.PREFERRED BALL WITH SOIL
HIGHER IN SLOWLY DRAINING SOILS.
200 MM (8 INJ
r rrrr
r r r r r rrrr r 100 MM (4 !NJ HIGH EARTH SAUCER
r r r r r r r r r r r r rrr rr rrrr r BEYOND EDGE OF ROOT BALL.
50 MM (2 INJ MULCH. DO NO PLACE r rrrrrr rrrr r rrr r
MULCH IN CONTACT WITH TREE TRUNK. rrrrrrrr rrr rrr rrrr r r r REMOVE ALL TWINE.ROPE AND WIRE,AND
MAINTAIN THE MULCH WEED -FREE FOR r rrr r r r r r r r r r r r r r r r r r r r r r r
A MINIMUM OF THREE YEARS AFTER r r r r r r r r r r r r r r r r r r r r r r r BURLAP FROM TOP HALF OF ROOT BALL
PLANTING. r r r r r r r rrr r r r rrr r
lF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL,CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 200 MM (8 INJINTO PLANTING HCOLE.
NOTE: FOR DIMENSIONS OF PLACE ��r �L ON UNEXCAVATED
PLANTING AREAS,TYPES OF SOIL
AMENDMENTS,OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL
SEE 'SOIL IMPROVEMENT DETAILS.' BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BIN. DOES NOT SHIFT.
NOTES
L PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
NOT& THIS DETAIL ASSUMES THAT THE PLANTING SPACE US LARGER THAN 2400 MM 18 FTJ
SOUARE,OPEN TO THE SKY,AND NOT COVERED BY ANY PAVING OR GRATING.
PROTECTED BYCOPYRIGNT 145-M03/02/00 Wwwoadde10lls.Col1
CHANNEL INSTALLATION A B
C
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS
IF NECESSARY TO ALLOW STAPLES TO SECUIRE THE A. OVERLAPS AND SEAMS A
CRITICAL POINTS ALONG THE CHANNEL SURIFACE. B. PROJECTED WATER LINE B
C
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
C. CHANNEL BOTTOM/SIDE
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. SLOPE VERTICES
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME. FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF'
STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED
(2" FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT
INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A
SECOND ROW 4" BELOW THE FIRST ROW 1N A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 11
NORTH
0, M E R T( A N
14649 HIGHWAY 41 NORTH, EVANSVILLE. INDIANA 47711
USA 1-800-772-2040 CANADA 1-800-448-2040 GREEN
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HARRISONBURG VIRGINIA
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C-6
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 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
fllaggers 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
a[I 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
wiith 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: 3.665 acres
2. Zoning: M-1
3. Use: Business
4.
Property Identification #: 64F ((1))
Parcel 8
5.
Magisterial District: Shawnee
6.
Building Setbacks Required:
Front= 75'
Side= 25'
Rear= 25'
7.
Building Setbacks Provided:
Front= 193.25'
Side= 83.59' (to the North)
Side= 310.12' (to the South)
Rear= 77.37'
8.
Building Area= Proposed Addition:
5,740 sq. ft.
Existing: 9,600 sq.
ft.
Total Building Area:
15,340 sq. ff.
9.
F.A.R.= 9,600+5,740 / 3.665 acres*43,560
sq. ft.
=15,340/159,647=0.096
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 INTERSECTION
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
T.C.
TOP OF CURB
TPD
TRIPS PER DAY
VERT.
VERTICAL
W/L
WATERLINE
X-ING
CROSSING
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HARRISONBURG VIRGINIA
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EXISTING PROPOSED I I I I Im
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CURB TAPER
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BUILDINGS
-X x FENCE
DECIDUOUS TREE
CONIFEROUS TREE
_.._.._.._.._.._... PROPERTY LINE
E ]off= STORM SEWER
- - 2900 - - 2900 INDEX CONTOUR
---- 2898---- 2808 INTERMEDIATE CONTOUR
x SPOT ELEVATION
2876.3 2893.66.1�
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C-2
SITE ANALYSIS
OWNER. -
TRIAD ENGINEERING, INC.
200 AVIATION DRIVE
WINCHESTER, VA 22602
TAX MAP NO. 64F (M) PARCEL 8
DEED BOOK NO.966, PAGE 447
ZONING. M-1
ACRES.- 3.665 l•/-)
SS MH TOP=686.50
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DABONAIR DEVELOPMENT INV.==6592.73
746/517 CURVE TABLE EXISTING CONDITIONS
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USE: COMMERCIAL INDUSTRIAL
CURVE
ARC
DELTA
RADIUS
TANGENT
CHORD
DIRECTION
CHORD
LENGTH
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21 9. 80
280 37' 19
440. 00
1 1 2. 24
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21 7. 52
BUILDING
TOTAL
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REQUIRED
REQUIRED
AVAILABLE
FOOTPRINT
FLOOR
OFFICE
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LAB
STORAGE
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Number:
C-3
NOTES:
lJ ALL PROPOSED RADII ARE 5' UNLESS OTHERWISE NOTED.
2J ALL SITE DIMENSIONS ARE TO THE FACE OF CURB OR
,/
BUILDING UNLESS OTHERWISE SHOWN.
"f� MH TOP=686.50
1N75.9518" PVC) _
INV.OUT
3J 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.
4J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES.
,"-�' --------
5J UTILITY SERVICE TO THE BUILDING ADDITION SHALL BE PROVIDED
�o� °°z/1"
FROM THE EXISTING BUILDING. CONTRACTOR SHALL RELOCATE EXISTING
GAS AND POWER ONLY AS REQUIRED SUBJECT TO OWNER'S APPROVAL
000e
-'
J
6J REFER TO THE ARCH/TECTURAL/STRUCTURAL DRAWINGS FOR THE
ROUTING OF UTILITIES WITHIN THE PROPOSED ADDITION.
_
,.'' e��5 __- '""" \� 4" SANITARYcoo
7J REFER TO ARCHITECTURAL/STRUCTURAL DRAWINGS FOR FOUNDATION
SEWER
\� SEWER
DETAILS AT DOOR LOCATIONS,STOOPS,ETC.
",
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INV.IN=669.04(8" PV�Y.---AbAMS FAMILY LTD.
3 8WPVC)
8J THOUGH NOT SPECIFICALLY DEPICTED HEREIN, SCOPE OF WORK FOR
J"' 926/479
INV.OUT6i68891 ce
THE PROPOSED BUILDING ADDITION SHALL INCLUDE ALL REQUIRED
,' ZONED M-1
,� ' USE: VACANT
DEMOLITION.
-- - d° -
F RUNOFF SHALL BE CONVEYED AWAY FROM THE BUILDINGrn
�'
EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS. REFER TO
'' '' ° ,2-°l
ARCHITECTURAL DRAWINGS FOR RELOCATION OF EX/STING ROOF DRAINS
�' e k--1
AND LOCATION OF PROPOSED ROOF DRAINS.
,'' y,91; �3'- `\ e�; s
x x x
lOJ ALL OUTDO OR LIGHTING FIXTURES ASSOCIATED WITH THIS BUILDING
,,''
KOHL'S DE STORES STORES INC.
,�' , 1-
x
ADDITION ARE SURFACE MOUNTED ON THE FACE OF THE BUILDING. SEE TM 6¢'�( (1A) 5 40E
'�1 \�-'' ( 1) CONEX j
ARCHITECTURAL PLANS FOR LIGHTING SPECIFICATIONS. OUTDOOR
USE: 41s RNBUTION CENTER�'
� ,-'''' ` BOX
�`
LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM
��% /, \ \ x �
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ADJOINING PROPERTIES AND PUBLIC STREETS (PER SECT/ON /65-35A
/�
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(2) CONEX
TM 64F6 (1( 184) 10
i ZONED M-1
OF THE FREDERICK COUNTY ZONING ORDINANCE.
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\ PAD
\
BOXES
I
USE: VACANT
lIJ NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION.
�' �'
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,,�, �''
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14J LIMITS OF CONSTRUCTION SHALL BE CONTAINED WITHIN THE
��-'
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FUTURE I COMPRESSOR
BUILDING; I PAD
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(lO) EXIS
i LITTLELEAf
PROPERTY LINES.
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ADD/T/ONI IGAS
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l5J NO OUTDOOR TRASH RECEPTACLES PROPOSED WITH THIS ADD/T/ON.
,�
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-�o�� ,�'' ,/ /''
// Q
; I Ex . OFF I CE I ._ _J
BUILDING CODE AND SECTION 304,USE GROUP B (BUSINESS) OF THE
%' / /"
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BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY
,,-ems'
�`� ,-';'/ /'
,.' 43) PROPOSED
ujIm
' °; I� (4> EXISTING I I w I
ARE CABO A117J-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
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e�,,' (SEE DETAIL
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I I N I
ZONES TO BE DEFINED /N ARCHITECT'S PLANS.
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l8J CONTROLLED BURNING SHALL BE COORDINATED
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SHEET C 61
— —
3 9 79 i I
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W ' "
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WITH THE WINCHESTER REGIONAL AIRPORT
existing 20 ,�
AUTHORITY MINIMUM 24 HOURS /N ADVANCE.
sanitary sewer /
easement ,.- j/ �' /' PROPOSED
19J CRANE EQUIPMENT SHALL HAVE AN AVIATION
// ,45)
,' /,,' LITTLELEAF
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-----------
OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT
,- LINDENS
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EXISTING 2
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LITTLELEAF
LINDEN - -4-
SHALL BE COORDINATED WITH W/NCHESTER REGIONAL
- j/
PHASE I
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-� -
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AUTHORITY MINIMUM OF 24 HOURS /N
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LANTZ CONSTRUCTION
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INV.IN=662.20(8" PVC)
INV.IN=662.08(8" PVC)
1NV.OUT=r661.73(8" PVC)
\ 3 CM
NV./74. 91
ADAMS FAMILY LTD.
912/1011
TM 641 ( ( 1 ) ) 6 \ 9�F\\ \ ,�\ \\ \\ C1 ' _-o -0--o-��- , % V • - I��-----------
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AVIATION DRIVE —ROUTE 990 01 F.p�
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GUARDRAIL POSTED S60' WIDMIT-25MPH --�
40
EX. SS MH TOP=702.53 INV.
IN=688.92(8" PVC) INV.OUT=i88.85(8" PVC) �\�
DATALU 74COR84ORAT I ON \\�
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INV.IN=687.42(8" PVC) \
INV.OUT=687.43(8" PVC) \\
\
EX. 30" CMP
DABONAIR DEVELOPMENT INV.=692.73
746/517
TM 64F ((1)) 3
ZONED M-1
USE: COMMERCIAL INDUSTRIAL
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PARKING LOT
LANDSCAPING ANALYSIS
NEW TOTAL PERIMETER LENGTH:808 FT.
NEW TOTAL PER/METER SHADE TREES REQUIRED:2I
NEW TOTAL PARKING SPACES:50
NEW TOTAL INTER/OR SHADE TREES REQUIRED.5
NEW TOTAL PARKING AREA-20,640 S.F.
INTERNAL LANDSCAPED PORTION: 2,285 S.F. (ll%)
GEORGE & VICTORIA HENZEL
795/1559
TM 64F ((1)) 1
ZONED M-,
USE: RETAIL AND SERVICE PARK/NG LOT ANALYSIS
/ SPACE PER 250 S.F. OF OFFICE SPACE.
I SPACE PER ACTUAL EMPLOYEE OF STORAGE/LAB/STAGING AREAS.
WOODLANDS ANALYSIS
FOR MASTER DEVELOPMENT PLAN
AIRPORT BUSINESS PARK
ACRES:3.665 (+/-)
WOODED AREA BEFORE DEVELOPMENT:75,750 S.F.
WOODED AREA AFTER DEVELOPMENT:65,730 S.F.
FOOTPRINT
TOTAL
ACTUAL
ACTUAL
ACTUAL
REQUIRED
(SF.)
FLOOR
OFFICE
STORAGE
LAB AND
PARKING
AREA
AREA
EMPLOYEES
STAGING
SPACES
(S.FJ
(S.F.)
EMPLOYEES
EX/STING
4800
9600
6450
2
2
30
BUILDING
PROPOSED
2870
5740
4000
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ADDITION
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TRIAD ENGINEERING, INC.
HARRISONBURG VIRGINIA
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46 PARKING SPACES REQUIRED
50 PARKING SPACES PROVIDED C-4
2 HAND/CAPPED SPACES PROVIDED /N COMPLIANCE WITH BOCA TABLE I105J.
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TRIAD ENGINEERING, INC.
LEGEND
2 SS MH TOP=686.50
N0. TITLE KEY SYMBOL INV.oUT=-(o75.95(8" PVC)--,,�J
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3.05 SILT FENCE SF X X *—X
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NOTES: -
I.) GRADING TO BE EXECUTED /N TWO PHASES: ' ' S e*\ \ 1
PHASE /: PROPOSED PARKING LOT AND LANDSCAPING. e , _ , _ - ' 11` 4 " SANITARY'
PHASE 2: PROPOSED BUILDING ADDITION. _ _ ?DAMS FAMILY LTD. \ 'EWER _-__�___ - -----------------
NV SS MH TOP�i78.89 /' _-" 1 S '"-- �'- L - -
CONTRACTOR TO PLACE SILT FENCE AS APPROPRIATE INV. [N=668.83(8- �-��_ _+
SUBJECT TO LIMITS NOTED BY THESE PLANS. INV.OUT=668.91J PVC) �iJ 826/47940
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/' USE: VACANT,, K
2.) CONTRACTOR TO ENSURE THAT NO EARTH DISTURBANCE -'' ,; '' , / '"�S�P� " -'do--'' — — --I --
or
OCCURS WITHIN THE EXISTING ENVIRONMENTAL CORRIDOR, _ _ - �' ' / / 2`a-' - - - G-
'/ /---- '•' /'�� �'''/ �' / i'' 1 ' �- i'' �' "—''''\ iv-- ----------t—_-- 0Q1DI M
PER FREDERICK COUNTY DEPARTMENT OF PLANNING & I _ _
DEVELOPMENT. '\ Nz3°;?y" // ,/' ,' ,,!; -',/- \�o(,\�� - ------
KOHL'S DEPT.-STORES
STRES INC.
TM 6� ((A)) 40E
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USE:/DISTRIBUTION CENTER / > ��
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' 64F ((1)) 10
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.— /' ' \I / TRANSFORMER \ BOXES / ; USE: VACANT
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DUMPSTER
FOR PAD — \
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,/' ,' ,:',' ,' 9F PRCr1OSE0 I I PROVIDE A SMOOTH T'RAN / N —
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31" CMP \ \ \ \ \ ---- - - i -------------
NV.
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--------- -.�1 _---------_ - \ \ \ I�' I -- __— 7 SE BACK
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ADAMS FAMILY LTD.
\r\�--- 'f/
912/1011 �\ - - --Oi I ---� \ \ \ ■
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USE: VACANT �o �� ',�- -\+-- ���� / _ / w'v---------�-- �� --- I \\ \\�� ,546.51_WW-- ---
X MIN. 3' MIN.
NORTH AMERICAN i
GREEN P300N
A
TYPICAL DITCH SECTION/LINING
NOT TO SCALE
\ \ �fi�''- ,�O''_� Q I - - �WM \ / i - 251 . Ul- \ ` '-
\� AVIATION D( I VE-ROUTE 990 "; ' F•A / --------- --____
( FORMERLY "QESSNA DRIVE)
/ GUARDRAIL ( 60 DE �a' -
POSTED SPEED Li4I T-25MPH
-40 \
E.P.
_ EX. SS MH TOP=702.53 \\
INV.IN=i88.92(8" PVC)
I \�0 �c ,' INV OUT�88.85(8" PVC) \ b
\_ �y�--'//ii �TDATALUX CORPORATION �, �� GEORGE & VICTORIA HENZEL
`r ,1/ TM 64F (8 11)) 2 TM 64F/ (519) 1
ZONED M-1 u ZONED M-1
EX. SS MH TOPi97.96 \ \\ USE: RETAIL AND SERVICE USE: RETAIL AND SERVICE
INV.IN=687.42(8" PVC) \\\
INV.OUT�87.43(8" PVC)
EX. 30" CMP
DABONAIR DEVELOPMENT INV.=692.73
746/517
TM 64F ((1)) 3
ZONED M-1
USE: COMMERCIAL INDUSTRIAL
EIry V/RONMENTAL CORRIDOR
IMPACT
FA UNDER ENVIRONMENTAL EASEMENT:3WX S.F.
FA AFFECTED BY GRADING, O SF.
XSTURBED PERCENTAGE:IOOX
FA OF ENVIRONMENTAL CORRIDOR ON TRIAD PROPERTY
EXCLUSIVELY WOODED.WITH THE EXCEPTION OF THE
(STING AW SANITARY SEWER EASEMENT ON THE
STERN CORNER.
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GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion
and sediment control practices will be constructed and maintained
according to minimum standards and specifications of the Virginia
Erosion and Sediment Control Handbook and Virginia Regulations VR
625-02-00 Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be notified one week prior to
the pre -construction conference, one week prior to the commencement
of land disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior
to or as the first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall
be maintained on the site at all times.
ES-5: Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but not limited to, off -site borrow or
waste areas), the contractor shall submit a supplementary erosion
control plan to the owner for review and approval by the plan approving
authority.
ES-6: The contractor is responsible for installation of any additional
erosion control measures necessary to prevent erosion and sedimentation
as determined by the plan approving authority.
ES-7: Site grading is to drain to the silt fences or sediment trap at all
times during land disturbing activities and during site development until
final stabilization is achieved.
ES-8: During dewatering operations, water shall be pumped into sediment
traps. r
ES-9: The contractor shall inspect all erosion control measures
daily. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control device shall be made by the close of the day. The
contractor shall be responsible for the ultimate removal of all temporary
sediment control devices.
CONSTRUCTION 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 60 Ib./ac. 97% 85%
Red Clover 8 Ib./ac. 95% 65%
Landing Clover 8 Ib./ac. 95% 65%
Annual Ryegrass 12 Ib./ac. 98% 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.
TEMPORARY SEEDING
PLANTING DATES: SPECIES
ILI
0 -77777
SUBGRAOE eo 95%
S/OEWALK SECT/ON
0-50' (�
EX, 'ANS/ON JO//VT Q
MATER/AL
(0
17-17-7
SUBGRADE (fl 95%
EXPANS/ON J0//V7_
O✓O'
0 0 T , 3��� ,. o '°
SUBGRAOE m 9S%
CONTRACT/ON ✓O/NT
TYP/CAL
SIDEWALK OETA/LS
NOT TO SCALE
RATE IN LBS. PER ACRE
SEPT. 1 - FEB. 15 50 -100 Ibs. / acre
ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50%
CEREAL (WINTER) RYE (SECALE CEREALE) 50%
FEB. 16 - APR. 30 60 - 100lbs. / acre
ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100%
MAY 1 - AUG. 31
GERMAN MILLET (SETARIA ITALICA)
PERMANENT SEEDING
50lbs. / acre
100%
MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-10%
KENTUCKY BLUEGRASS 0-10%
HIGH -MAINTENANCE LAWN 125 Ibs. / acre
MINIMUM OF THREE (3) MAXIMUM OF FIVE (5)
VARIETIES OF BLUEGRASS FROM APPROVED LIST
FOR USE IN VIRGINIA
GENERAL SLOPE (3:1 OR LESS) 150 Ibs. / acre
KENTUCKY 31 FESCUE 85%
RED TOP GRASS 3%
SEASONAL NURSE CROP** 12%
GENERAL SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE
RED TOP GRASS
SEASONAL NURSE CROP*-
CROWNVETCH****
150 Ibs. / acre
70%
3%
13%
14%
SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR.
SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL.
*IF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED.
WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING
WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES.
LANDSCAPE SCHEDULE
OUANTITY PLANT NAME (LATIN) PLANT NAME (COMMON) SIZE SPACING REMARKS
6 TI/la Cordato Utt/e/eat' Unden 3611-480 to// per plan 8 & 8
3 Cornus F/orlda F-lowet-Ing Dogwood 21 calloer r plan B & B
40' MAX SPACING
BETWEEN EXPANSION JOINTS
CONTRACT /ON JOINTS (-rYF')
SEE NOTE R FOR SPACING
I I 1 I I I I I L 1 I I I
I I 1 I I I I I I 1 I I I
NOTESe
EXPA/VS/ON FACE OF CURB
/• ALL S/OEWAL/KS SHALL BE 6' TH/CX JO/NTS (TYP.) CG-6 (TYIc�)
UNLESS OTHERW/SE NOTED.
R. CONTRACT/ON ✓O/NTS SHALL a --
AT- .5' FOR 5' WIDE S/OEWALXS.
STANDARD ./O//VT LAYOUT
FOR CONCRETE S/DEWALKS
NOT TO SCALE
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 /
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)
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. DSWC PLATE. 3.05-2
Sherwood and Wyant
'RUSHED AGGREGATE
5E TYPE 421-8
WPACTED TO 957
4NDARD PROCTOR
NSITY.
COMPACTED TO
95% STANDARD PROCTOR
DENSITY.
TYPICAL STANDARD DUTY
PAVEMENT SECT ION
NOT TO SCALE
-THE
BOTTOM OF THE CURB AND
THIS AREA MAY BE CONCRETE
GUTTER MAY BE CONSTRUCTED
AT THE OPTION OF THE CONTRACTOR
PARALLEL TO THE SLOPE OF SUB -
THIS CURB IS TO BE USED WHEN
N 0 T E r
SURFACE COURSES PROVIDED A
DES" SPEED IS 40 MPH OR LESS
C Ma CURS & GUTTER HAYING A RA(NUS
MINIMUM DEPTH OF T'IS
ON RURAL HA"AYS AND 45 MPH
OF 300'OR LESS (HANG FACE OF CURB/
MAINrAIMED,
OR LESS IN URBAN & SUBURBAN
SHALL BE PAID FOR AS RADIAL COMBINATION
AREAS.
CURB & GUTTER.
THIS ITEM MAY BE PRECAST OR CAST N PUCE.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 F441F PRECAST.
COMBINATION
6" CURB & GUTTER XG-6)
NOT TO SCALE
LANDSCAPING
AREA
CONCRETE SIDEWALK 5' WIDTH
25 PER I' l5' 2'
e
SLOPE VARIES IN
DIRECTION AND PERCENTAGE.
REFER TO
GRADING PLAN
PROPOSED
_^^PAV'EMENT
i'
6' X 6' W.W.M. J \xW�S
AGG. BASE CG-6
SIDEWALK DETAIL
NOT TO SCALE
INTERNATIONAL SOCIETY
OF ARBORICULTURE
DO NOT HEAVILY PRUNE THE TREE AT PLANTIAG.
PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT
LEADERS, AND BROKEN OR DEAD BRANCHES.
SOME INTEROR TWIGS AND LATERAL BRANCHES
MAY BE PRUN£D,L•,H�ONEVER LXJ NOT REMOVE
THE TERMINAL tlUOS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
SEE WRAPPING DETAIL
MAW( THE NORTH SIDE OF THE TREE_
IN THE NURSERY,AND ROTATE TREE
TO FACE NORTH AT THE SITE WHEN EVER
POSSIBLE.
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRNE
CHAMPAIGN,IL 61821
07) 355-9411
(07) 355-9516 FAX
EACH TREE MUST BE PLANTED SUCH THAT
�TME TRUNK FLARE IS VISIBLE AT THE TAP
QF THE ROOT BALLTREES WHERE THE TRUNK
FLARE IS NOT VISIBLE SHALL SE REJECTELI
SET TOW OF ROOT BALL FLUSH TO 18X MM (6 fTJpAM.NIN. DO NOT COVER THE TOP OF THE ROOT
GRADE OR 25-50 MM (1-2 INJ 24 0 MM (8FTJ DIAM.PREFERRED BALL WITH SUL
HIGHER IN "a &WIVING SOULS.
200 MM (8 INJ
+ rrrr
r r * r r rrrr r Kb MN (9 INJ HIGH EARTH SAUCER
r r r r r r r++ r r r rr rr rr 1 r r BEYOND EDGE OF ROOT BALL
50 MM (2 INJ MULCH. 00 NO PLACE r rrrrrr ri } tryr r
MULCH IN CONTACT WITH TREE TRUNK. rrrrrrrr rrr rrr rrr r ' r REMOVE ALL TWINE,ALPE AND WIRE AMD
MAINTAIN THE MULCH WEEDFR£f FOR r rrr r r r +rrrr r r r r r r r r r r r r r r
A MINIMUM OF THREE YEARS AFTER r r r+ r r r r r r r r r e r r r r r r r r r e BURLAP FfXTII TOW HALF CN /X10f BALL
PLANTING rrr rrr rrrrr + rrrr)
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL.CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 200 MM (8 INJ INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF TAMPED T SU ON UNEXCAVATEO
PLANTING AREAS.TYPES OF SOIL
AMENDMENTS,OR SOIL REPLACEMENT, TAMP SORL MOUND ROOT BALL
SEE 'SOIL IMPROVEMENT DETAILS! BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
NOTES
I. PLEASE REFER TO INTROOU RN AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
NOT& THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM 0 FTJ
SOUARE,OPEN TO THE SKY,AND NOT COVERED BY ANY PAVING OR GRATING.
PROTECTED BY COPYR&fr-145,M03/02/OO Www.caddefallscan
CHANNEL INSTALLATION A B
c
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS
IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS A
CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER LINE B
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
C. CHANNEL BOTTOM/SIDE C
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. SLOPE VERTICES
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME. FERTILIZER. AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF'
STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED
(2" FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT
INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A
SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NORTH
14649 HIGHWAY 41 NORTH. EVANSVILLE. INDIANA 47711 AMER I CAN
USA 1-800-772-2040 CANADA 1-800-448-2040 G R E E N
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HAIR ISONBURG VIRGINIA
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