HomeMy WebLinkAbout08-03 VFW Lodge No. 2123 - Shawnee - Backfile (2)4r,,
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GENERAL NOTES:
1. Any discrepancies found between the drawings and site conditions
or any inconsistencies or ambiguities in drawings 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.
2. 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 shall be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation,
Virginia Department of Health, County of Frederick, Frederick County
Sanitation Authority, and the contract documents.
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 existingutilities 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. Erosion and sediment control measures shall be in place prior to
performing any significant earth disturbing activities. This plan is
incomplete without the Erosion Control Narrative and all addendums.
A preconstruction conference shall be held prior to the issuance
of the land disturbing permit. The contractor shall arrange the
meeting with the County E & SC Administrator.
2. 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.
3. 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.
4. 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.
5. 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.
6. 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 lineal feet of trench.
7. Compaction tests for street pavement structure shall be made in cut and
fill areas at the following minimum frequencies:
(a) Sub -grade: one test per lane per 500 lineal feet.
(b) Stone base: one test per lane per 6" compacted lift per
500 lineal feet.
(c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet.
8. Changes or revisions to these construction plans shall not be made
without approval by the owner, engineer and all applicable regulatory
agencies.
ROAD NOTES:
1. Subgrades on cut shall be compacted for a minimum of one (1) foot
in depth. Subgrade in fill shall meet the compaction requirements stated
above at all levels.
2. Areas of wet or soft material under roads or buildings shall be partially
over -excavated and replaced with suitable material as directed by a
Geotechnical Engineer.
3. Gravel used in base courses shall be constructed on a compacted
subgrade free of organic matter. Gravel shall be VDOT type 21-B and
shall be placed and compacted in a moist condition so that the fines
remain mixed with the coarser material.
4. Asphaltic concrete, where applicable, shall be applied to the prepared
gravel subbase following the application of a liquid asphalt prime coat.
Asphalt shall consist of a plant -mixed bituminous material rolled smooth.
The asphalt surface shall be smooth, seamless and of a uniform texture.
Asphalt material shall comply with the minimum specifications required
by the VDOT Road and Bridge Specifications.
5. Roadwork within existing or planned VDOT right of way shall conform
to the latest editions of the Virginia Department of Highways Road
and Bridge Specifications and Standards and Virginia E & SC Regulations.
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, 2001 (or latest edition
of) Road and Bridge Specifications, Section 104.104-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.
9. Site ADT Trip Generation 68
FCSA CONSTRUCTION NOTES:
1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall
additionally meet all requirements of the (Frederick County Sanitation Authority.
2. The contractor shall coordinate with, and arrange for inspection by, the Authority.
3. Exact locations of water and sewer services on new lines are to be coordinated with the
Authority's inspector.
4. The Sanitation Authority's maintenance department is resonsible for the installation of water
meters through 2" in size. Before a permanent meter is set, they require: 1) the frame and
cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be
set to the final grade of the lot; 3) the distance between the top of the cover and the yoke
bar to be between 18 and 21 inches; and 4) all components of the meter box assembly to be
in proper working order. It is the developer's/contractor's responsibility to have the meter box
assembly installed correctly.
5. The contractor shall install water and sewer services that connect to existing lines.
a. A water service (and force main sewer service) requires the installation of a
saddle with corporation stop and making the tap.
b. A gravity sewer service requires the installaton of a wye, 18" long stub pieces,
and 15" long, full circle, stainless steel repair clamps.
c. The FCSA inspector assigned to the project shall be present for the installation
of each connection.
6. When an existing water main is tapped for the installation of a new line:
a. The Authority shall furnish all labor and materials to make the tap.
b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before
work begins); (3) mark the location of the tap; (4) make final payment when the
work is completed.
ABBREVIATIONS
ARCH.
ARCHITECT
C/L OR CL
CENTERLINE
CL.
CLASS
C/OUT OR C/O
CLEAN OUT
CONC.
CONCRETE
CG
CUiRB & GUTTER
D.I.P.
DUCTILE IRON PIPE
DIA.
DIAMETER
E.P.
EDGE OF PAVEMENT
EL.
ELEVATION
ESMT.
EASEMENT
EW
EX'ISTING WATER
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
F.E.S.
FLARED END SECTION
F.F.
FINISHED FLOOR
F.H. or F/HYD
FIRE HYDRANT
F/L
FIRE LINE
F.W.
TOP OF FOUNDATION WALL
G.V.
GATE VALVE
HORIZ.
HORIZONTAL
INV.
INVERT
IRS
IRON ROD SET
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
POLYVINYL CHLORIDE
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
STD.
STANDARD
STM. SEW.
STORM SEWER
SE
SOUTH EAST
SW
SOUTH WEST
S/W
SIDEWALK
S.F.
SQUARE FEET
STR.
STRUCTURE
T.B.
TOP OF BANK
TPD
TRIPS PER DAY
U/G
UNDERGROUND
VERT.
VERTICAL
W/L
WATERLINE
X-ING
CROSSING
EXISTING
0
2876.3X
LEGEND
PROPOSED
ROADS
ROAD CENTERLINE
CURB
CURB TAPER
SIDEWALKS
ASPHALIT PAVEMENT
CONCRETE PAVEMENT
O
BUILDINGS
FENCE
0 DECIDUOUS TREE
® CONIFEROUS SHRUB
PROPERTY LINE
=� --Em= STORM SEWER
.Rsoo-- INDEX CONTOUR
dWa. -- INTERMEDIATE CONTOUR
x SPOT ELEVATION
zzzp. 7 s
LIMITS (OF CLEARING AND/OR GRADING
ML:11
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C-2
OWNER/REPRESENTATIVE
MR. GARY COX
FREDERICK COUNTY VETERANS OF FOREIGN WARS
219 FAIRWAY CIRCLE
CROSS JUNCTION, VA 22625
PHONE: (540)888-9954
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WATER VALVES
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SANITARY MANHOLE E
TOP = 727.78
INV. IN = 718.08 (10" PVC)
INV. OUT = 718.03 (10" PVC)
'—EXIST. STORM CULVERT A
INV. OUT = 722.54 (30" RCP)
EXIST. STORM CULVERT B
INV. OUT = 722.50 (30" RCP)
FUTURE
TURN AROUND
2F /
SANITARY MANHOLE F
TOP = 730.88
INV. IN' = 719.37
INV. OUT = 719.33
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LOCATION PLAN_
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SURVEY NOTES:
1. THIS SURVEY HAS BEEN PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT.
THEREFORE, THIS PLAT MAY NOT INDICATE ALL ENCUMBERANCES ON THE PROPERTY.
2. THE BOUNDARY INFORMATION SHOWN HEREON WAS COMPILED BY A BOUNDARY
SURVEY PERFORMED BY GREENWAY ENGINEERING DATED MARCH 28, 2002.
3. THE EXACT LOCATION OR EXISTENCE OF UNDERGROUND UTILITIES WAS NOT
ESTABLISHED DURING THIS SURVEY.
4. THE EXISTENCE OF VEGETATED OR TIDAL WETLANDS WAS NOT DETfERMINED
DURING THIS SURVEY.
5. DEDICATION OF SULKY DRIVE RIGHT—OF—WAY TO FREDERICK COUNTY RECORDED IN
DEED BOOK 784, PAGE 0049 AND DEED BOOK 954, PAGE 1310.
TRIAD ENGINEERING, INC.
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GRAPHIC SCALE
30 0 15 30 60 120 Drawing
Number:
( IN FEET )
1 inch = 30 ft.
C-3
OWNER/REPRESENTATIVE
MR. GARY COX
FREDERICK COUNTY VETERANS OF FOREIGN WARS
219 FAIRWAY CIRCLE
CROSS JUNCTION, VA 22625
PHONE: (540)888-9954
S61.12'14"E
32.20'
PROPOSED \
DUMPSTER PAD IRF
SEE DETAIL
c4v 21
d10 20
2ry� 22
�QQ
20'x4O' PICNIC
AREA W/CANOPY
IRF R j%
SIGN
"NO PARKING FIRE LANE" -
(TYPICAL)
PROPOSED EXTERIOR
LIGHT FIXTURE(TYP)
N28.47'46"E
36.1 1'
fir+
IRF
1
0 17 56�.
9, 16 CGS ,� 1
,qSp 4
c,�> 1s t4 F
O , �HG PROPOSED 13
3/4" YARD 12
HYDRANT 11
%*,25'x2 'x4" 10
81 CONC. PAD 9 0
UCH 24 > > 8 0
'x5'
Q40
CONC.
PAD
6' WOOD SLAT
PRIVACY FENCE
PROPOSE
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29
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4 .
3/4"
HOSEBIBB
SIGN:
"WRONG WAY"
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FUTURE
TURN AROUND
SIGN:
"ONE WAY" / ti
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PROPOSED
1J" WATER
LINE
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PROPOSED / �GZ41
GAS LINE ! /
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SIGN-
\ "NO PARKING FIRErNE' /
(TYPICAL)
PROPOSED 1" WATER SERVICE /
\ \ INSTALLED BY CONTRACTOR PROPOSED
1 FIRE HYDRANT
LOCATION OF GAS SERVICE
I / TO BE FIELD COORDINATED
BY CONTRACTOR W/GAS
/ COMPANY
/ 8"x6" TAPPING SADDLE
/ & VALVE TAP BY FCSA
/ SIGN:
"ONE WAY"
EXISTING SEWER LATERAL
CG-1 / �- SANITARY MANHOLE F
(TYP) / ` TOP = 730.88
CG-1 1 /
(nP) /
TOP & FACE OF CURB R40'
SHALL BE PAINTED YELLOW (NP)
(AREA SHOWN HATCHED) IR
SIGNS: ,
"STOP" do "ONE WAY"
ot`
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EXIST. STORM CULVERT A
INV. IN = 723.59 (30" RCP)
EXIST. STORM CULVERT B
INV. IN = 723.71 (30" RCP)-
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SANITARY MANHOLE E
TOP = 727.78
\ INV. IN = 718.08 (10" PVC)
INV. OUT = 718.03 (10" PVC)
EXISTING /
WATER VALVES-1
'- EXIST. STORM CULVERT A
INV. OUT = 722,54 (30" RCP)
EXIST. STORM CULVERT B
INV. OUT = 722,50 (30" RCP)
v
INV. IN = 719.37
t INV. OUT = 719.33
12'x2O' PLANTER W/3
FLAGPOLES CENTERED
SIGN -
"NO PARKING FIRE LANF."
(TYPICAL)
SAWCUT PAVEMENT 1.0'
FROM EXISTING EDGE
EXISTING
EOP
CURB SHALL BE PAINTED YELLOW
W/PRINTED BLACK LETTERING 10'
EACH SIDE OF FIRE HYDRANT
"NO PARKING FIRELANE"
ON FACE OF CURB
PARKING ANALYSIS
STANDARD PARKING SPACES REQUIRED
NUMBER OF PARKING SPACES REQUIRED(NPR) PER
FREDERICK COUNTY ZONING ORDINANCE 165-27
PAGE 16531 UNDER THE CLASSIFICATION OF
FRATERNAL LODGES AND CIVIC CLUBS SPECIFIES
ONE(1) PARKING SPACE PER 250 S.F. OF BUILDING
FLOOR AREA.
NPR = 6400 S.F. BUILDING/250 S.F./PARKING SPACE
NPR = 26 PARKING SPACES REQUIRED
HANDI-CAPPED PARKING SPACES REQUIRED
NUMBER OF HANDI-CAPPED PARKING SPACES REQUIRED
PER FREDERICK COUNTY ZONING ORDINANCE 165-27
PAGE 16536 IN THE CATAGORY OF 26-50 TOTAL PARKING
SPACES REQUIRES TWO(2) HANDI-CAPPED SPACES.
HC PARKING SPACES REQUIRED = 2
TOTAL NUMBER OF PARKING SPACES REQUIRED=28
TOTAL PARKING SPACES PROVIDED IS 29 SPACES,
27 STANDARD AND TWO HANDI-CAPPED.
FLOOR AREA CALCULATIONS(FAR):
MAXIMUM FLOOR AREA RATIO(FAR) PERMITTED PER
FREDERICK COUNTY ZONING ORDINANCE 165-99(E)
PAGE 16635 IS 1.0.
F.A.R.= (6400 S.F. BUILDING)+(800 S.F. CANOPY)
(0.9589 AC.)(43560 S.F./ACRE)
F.A.R. = 0.172
LANDSCAPE AREA CALCULATIONS:
PER FREDERICK COUNTY ZONING ORDINANCE 165-85(A)
PAGE 16624 THE MINIMUM LANDSCAPED AREA REQUIRED
IS 15% OF THE SITE AREA AND A MAXIMUM OF 25%
PERCENT(%) LANDSCAPED AREA REQUIRED:
%LAR=(0.15) (0.9589AC)
%LAR=0.1438 AC.
PERCENT(%) LANDSCAPED AREA PROVIDED:
%LAP= t}0.9589 AC.-0.7400 AC.)(100)
(0.9589 AC)
%LAP= 22.8%
VDOT NOTES:
1) SITE ENTRANCES ARE DESIGNED ACCORDING TO
VIRGINIA DEPARTMENT ODF TRANSPORTATION (VDOT)
"MINIMUM STANDARDS OF ENTRANCES TO STATE HIGHWAYS"
2) ENTRANCE TAPER 4:1
3) SITE TRIP GENERATION(ADT)=68
4) PLACEMENT AND LOCATION OF PROPOSED CG-12 SHALL
BE FINALIZED BY A VDOT INSPECTOR AND/OR ENGINEER
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SITE
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4,711
DEFT
LOCATI SON PLAN_
1` 1000'
SITE PLAN NOTES:;
1.
Total area. 0.9589 Ac..
2.
Zoning: B-2
3.
Existing Use: Vacant
4.
Proposed Use: Fraternlal Lodge
5.
Property Identification ((PIN #;I: 75-03-19A
6.
Building Setback Requirtements:
Front = 35' (Sulky Drlive)
Side = N/A
Rear = N/A
7.
Building Setbacks Provided:
Front = 96.5'
Side = 48.0'
Rear = 75.7'
8.
Parking Setback Requirements:
Front = 35'
Side = 5'
Side = 5'
Rear = 5'
9.
Impervious Area:
0.74 Ac. = 77.1 % of Site
10.
Subdivision will be served by Public
Water
and Sewer provided by FCSA
11.
Maximum slope across handicapped
parking
and unloading areas sshall not exceed
2.0%
12.
Grease Interceptor will Ibe intsalled
on Three(3)
compartment sink in kitchen
NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE SPECIFIED.
2. ALL PROPOSED CURB RADII ARE TO BE 5' UNLESS OTHERWISE SPECIFIED.
3. PROVIDE HANDICAP ACCESSIBLE ROUTE FROM HANDICAP CC-12A TO HANDICAP PARKING STALLS.
4. ACCESSIBLE PATHS OF TRAVEL INCLUDING PARKING SPACES, LOADING SPACES, DOOR
APPROACHES, RAMPS AND CURB RAMPS, SHALL COMPLY WITH THE 1996 VIRGINIA UNIFORM
STATEWIDE BUILDING CODE, 1996 BOCA CHAPTER 11 AND 1992 ANSI A117.1.
5. EXTERIOR LIGHTS TO BE INSTALLED IN SUCH A MANNER THAT LIGHT DOES NOT CREATE A NUISANCE
TO BUILDINGS ON ADJACENT PROPERTIES.
6. EXTERIOR LIGHTING UNITS 40OW METAL HALIDE WALL PACKS(LITHONIA TWH 400u TB), 10 FOOT
MOUNTING HEIGHT
7. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT MISS UTILITY OF VIRGINIA AT LEAST FORTY-EIGHT (48) HOURS PRIOR
TO ANY EXCAVATION.
9. HANDICAP SIGNS SHALL BE PLACED AT ALL HANDICAP PARKING SPACES, PER ADA STANDARDS.
10. CONTRACTOR SHALL PROVIDE PROPER FIRE LANE SIGNAGE AND MARKING AS SHOWN TO MEET THE
REQUIREMENTS OF THE GOVERNING FIRE MARSHAL'S OFFICE AND THE FREDERICK COUNTY CODE.
11. ALL FUTURE SIGNS SHALL BE PERMITTED THROUGH AND APPROVED BY THE DEPARTMENT OF BUILDING
INSPECTIONS AND ZONING PRIOR TO INSTALLATION.
12. THERE ARE NO SIGNIFICANT ENVIRONMENTAL FEATURES LOCATED WITHIIN THIS SITE.
13. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND.
14, BUILDING ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTIONS 303 (ASSEMBLY) AND 304 (BUSINESS) OF THE BOCA NATIONAL BUILDING CODE/1996.
BUILDING ADDITIONS SHALL ALSO COMPLY WITH CABO Al 17.1 -92 (ACCESSIBLE AND USABLE
BUILDINGS AND FACILITIES.
15. DESIGN PROFESSIONAL LICENSED IN VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED
FOR APPLICATION.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 fit.
120
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SITE PRE -DEVELOPMENT RUNOFF CHART
BASIN
AREA
(Ac)
LENGTH
(ft)
SLOPE
(%)
tr55
c(min)
C
STORM EVENTS (YR)
2
5
10
25
1
1.77
900
1.9
40.7
0.35
1.07
1.32
1.55
1.80
2
2.09
440
3.9
27.8
0.35
1.66
2.02
2.34
2.78It
SITE POST -DEVELOPMENT RUNOFF CHART
BASIN
AREA
(Ac)
LENGTH
(ft)
SLOPE
(�)
tr55
c(min
C
STORM EVENTS (YR)
2
5
10
25
1
3.02
900
1.9
44.9
0.35
1.69
2.09
2.47
2.88
2
0.74
400
1.5
25.1
0.95
1.71
2.07
2.40
2.79
3
0.10
100
1.5
16.5
0.35
0.11
0.13
0.15
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SITE TOTALS
STORM
YEAR
POST-DEV
RUNOFF (cfs)
PRE-DEV
RUNOFF (cfs)
RUNOFF
INCREASE
2
3.51
2.73
0.78
5
4.29
3.34
0.95
10
5.02
3.89
1.13
25
5.82
4.53
1.29
EXISTING DRAINAGE STRUCTURE CAPACITIES
STRUCTURE
VELOCITY (ft/s)
FLOW (ft%s)
DITCH 'V' SECTION
0.57
7.1
CULVERT `A'
8.30
40.76
CULVERT 'B'
8.11
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EXISTING`V'
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Cam, EXIST. STORM CULVERT A SECTION �
Tier INV. IN = 723.59 (30" RCP) / �`�
PROFESSIONAL SEAL
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30 0 15 30 80 120 Drawing
Number:
( IN FEET )
1 inch = 30 ft. C-5
U_
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION
CONFERENCE WITH THE APPROPRIATE EROSION AND SEDIMENT
CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK.
2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO
BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE WEST
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION)
AND ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION.
3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE.
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE
CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED
REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND
MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE
FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN
ACCORDANCE WITH THE WEST VIRGINIA EROSION AND SEDIMENT
CONTROL REGULATIONS. (LATEST EDITION).
6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY
CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH
OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION.
7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION.
INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY
REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY
FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES.
9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON
ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT
FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER
THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES
SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT
TRAPPING MEASURES.
1 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT
BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -
DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN
STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
IMMEDIATELY AFTER INSTALLATION.
13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH
THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT
ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE
OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE
STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH
THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED
SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD
SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END
OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT
CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR
AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,
UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM
ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION
AND SEDIMENTATION.
16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP
SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP
SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS
SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL
COMPLY WITH THE FOLLOWING:
A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF
B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10
FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT
ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING.
C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD
AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO
SEEDING.
D. MULCH - CHOPPED STRAW AT RATE OF 2 TONS PER ACRE
AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30
BALES PER ACRE.
20'x40' PICNIC
AREA W/CANOP`
INV. OUT = 722.50 (30" RCP)
LEGEND
N0. TITLE KEY SYMBOL
3.02
TEMPORARY STONE
CONSTRUCTION
C E
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3.05 SILT FENCE
SF
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GRAPHIC SCALE
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( IN FEET )
1 inch = 30 ft.
C-6
INTERNATIONAL SOCIETY
OF ARBORICULTURE
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT
LEADERS, AND BROKEN OR DEAD BRANCHES.
SOME INTERIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUNED; HOWEVER, DO NOT 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 NURSERY, AND ROTATE TREE TO FACE
NORTH AT THE SITE WHEN EVER POSSIBLE.
SET TOP OF ROOT BALL FLUSH TO
GRADE OR 25-50 MM (1-2 IN.) —
HIGHER IN SLOWLY DRAINING SOILS.
200 MM (8 IN.
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE
CHAMPAIGN, IL 61821
(217) 355-9411
(217) 355-9516 FAX
EACH TREE MUST BE PLANTED SUCH THAT THE
I
TRUNK FLARE IS VISIBLE AT THE TOP OF THE
ROOT BALL. TREES WHERE THE TRUNK FLARE IS
MULCH RING
NOT VISIBLE SHALL BE REJECTED. DO NOT
1800 MM (6 FT.)DIAM.
MIN. COVER THE TOP OF THE ROOT BALL WITH SOIL
2400 MM (BFT.) DAM. PREFERRED
,,
50 MM (2 IN.) MULCH. DO NO PLACE ,,, ,',','
MULCH IN CONTACT WITH TREE ' ' ' '
TRUNK. MAINTAIN THE MULCH ' ' ' ' '
WEED -FREE FOR A MINIMUM OF ' ' '
THREE YEARS AFTER PLANTING.
NOTE: FOR DIMENSIONS OF
PLANTING AREAS, TYPES OF SOIL
AMENDMENTS, OR SOIL REPLACEMENT,
SEE "SOIL IMPROVEMENT DETAILS."
�- ',','i', ,r';t1100 MM (4 IN.) HIGH EARTH SAUCER
BEYOND EDGE OF ROOT BALL
,' 1REMOVE ALL TWINE, ROPE AND WIRE, AND
BURLAP FROM TOP HALF OF ROOT BALL
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 IN.) INTO PLANTING HOLE.
PLACE ROOT BALL ON UNEXCAVATED
OR TAMPED SOIL.
TAMP SOIL AROUND ROOT BALL BASE
FIRMLY WITH FOOT PRESSURE SO THAT
ROOT BALL DOES NOT SHIFT.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
INTERNATIONAL SOCIETY
OF ARBORICULTURE
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE
CHAMPAIGN, IL 61821
(217) 355-9411
WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: (217) 355-9516 FAX
TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE
TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -12 GAUGE
TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE
SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE.
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED.
13 MM (0.5 IN. DIAM.)
PLASTIC HOSE
GALVANIZED WIRE OR CI
TWIST WIRE TO TIGHTEN.
240x40MM(1.5x1
HARDWOOD STAKES OR
APPROVED STAKE MATEF
ALL STAKES SHALL BE I
THE EDGE OF THE ROO'
ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK
IS A MINIMUM OF 12 MM (0.5 IN.).
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM
THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL. BE REMOVED NO LATER THE END OF THE FIRST
GROWING SEASON AFTER PLANTING.
TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY
WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF.
THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT.
o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE.
o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE.
o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE.
o ROOT BALLS PLACED ON SOFT SOIL TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING.
o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE.
o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE -
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE STAKING DETAIL - TREES 75MM (3 IN.) CALIPER OR LESS
(-FUTURE
TURN AROUND
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2'
NERAL LANDSCAPING NOTES:
PECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTIOIN WITH THE
REQUIREMENT THAT NEWLY SELECTED SPECIES PROVIDE THE: SAME VISUAL
=FFECT AND MEET WITH THE APPROVAL OF FREDERICK COUINTY PLANNING.
REES REQUIRED ALONG PARKING PERIMETER: 1 PER 40 L.F.
484 L.F. OF PARKING PERIMETER = 13 TREES REQUIRED PER ORDINANCE
FREES REQUIRED WITHIN PARKING AREA: 1 TREE PER 10 PARKING SPACES
30 PARKING SPACES = 3 TREES REQUIRED PER ORDINANCE
FOTAL TREES REQUIRED = 16 TREES
DTAL LANDSCAPED AREA REQUIRED: 15% OF SITE AREA= 0. 1438 AC.
FOTAL LANDSCAPED AREA PROVIDED: 22.8% OF SITE AREA= 0.2189 AC.
LL TREES AT TIME OF PLANTING WILL HAVE A MINIMUM CALIIPER OF 2"
OGWOOD SPECIES:
1) Cornus florida
Z) Cornus kousa
3) Cornus hybrid
TTLELEAF LINDEN SPECIES:
1) Tilia cordata
-YLAND CYPRESS SPECIES:
1) Cupressocyporis x leylandi
GRAPHIC SCALE
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C-7
N A A SILT FENCE DROP INLET ROCK CHECK DAM PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE
PROTECTION 8" pIAM. �
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2 ACRES OR LESS OF DRAINAGE AREA: 1. SET THE STAKES. 2. EXCAVATE A 4'X4" TRENCH [BLUE TRAFFIC I TRIAD ENGINEERING, INC
2 x 4' WOOD :BANE .
DROP INLET UPSLOPE ALONG THE LINE 70' MIN. EXISTING [PAINT wwwArlod—winc.Co
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l 3'_�/ 6" MIN. A [LINES
///' // (OPTIONAL)
�- FILTER CLOTH PIPE OUTLET TO FLAT �--_ / _ --
AREA WITH NO DEFINED _� -� II SIDE ELEVATION 14"R
(OPTIONAL) CHANNEL _ �`
a' MIN ���� PLAN VIEW / ���f I I -I , III1- � I I I I -
(DOWNSTREAM VIEW)=1�1=1i1- ICI _-III IXI�,NG GROUND HANDICAP SYMBOL DETAIL
FLOW III —III —III- II— —III 70' MIN.
GATHER — I— — —��'- _ NOT TO SCALE
ExcEss AT VDOT #I L — —III—III—III - — III—III-1
CORNERS fl -I I I_I I II I II �'I 11- -III II ' —' B 10' MIN.
COARSE AGGREGATE i_I I -I 4, WASHRACK (OPTK)NAL0.
)Aw-
�-
0 %-~ _ 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
FLOW `'I 3' d TO STAKES AND EXTEND IT THE EXCAVATED SOIL. 12' MIN. °
PERSPECTIVE VIEWS li_I� INTO THE TRENCH. PAVEMENT
r—i ,_, TO
SECTION A -A F4.M CLOTH KEY IN 6"-9': RECOMMENDED FOR ENTIRE PERMMR `�pl
STAKE �- \
VDOT jt COURSE �POSnNE DRAINAGE TO 10' MIN.
,�Y AGGREGATE SEDIMENT TRAPPING
A / B DEVICE
2-10 ACRES OF DRAINAGE AREA: _ / /
FABRIC - MUST EXTEND FULL
p.
3d (MIN.) >W' I i l -ill WIDTH OF INGRESS AND PLAN VIEW s
J A 0 / II I - I--1 / - �.-_� I EGRESS OPERATION-13
9.
' III=1I
Y MIN.
a . 6" d 0 / I_I I T� I I- FL01► / I_I I I i 111r 12' MIN.
`� A 3' PIPE OUTLET TO WELL 3" MIN.
FILTER DEFINED CHANNEL =1 I I III-
SHEET FLOW INSTALLATION 3" MIN. O
\ (OPTIONAL) PLAN VIEW PERSPECTIVE VIEW) TYPICAL 60 PARKING
ELEVATION OF STAKE AND ( 0
FABRIC ORIENTATION DETAIL A (DOWNSTREAM VIEW) Lfl FILTER CLOTH SECTION A -A 0 o
o
FLOW DETAIL n I
CD CV
VDOT OARSEIAGGREGATE CD
Ox-- A A \\ 6-7" NOT TO SCALE 1 o ("1
0
SPECIFIC APPLICATION d B L _ I -It r`
0 o II
THI
INI.ETMETHOD DRAINS AFINLET RELATIVELYO FLATON IS AREA APPLICABLE
LOPE� 0 GREATER THE FLOW
�1
( 3' SECTION A -A FILTER CLOTH KEY IN 8"-9'; RECOMMENDED FOR PERIMETER v�/_\\\ I ^' V C
�� W
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT /�/� — �70 o o u
�I �
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION I I ( If I I I� U
EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT BASKET, OR CONCRETE. Ln
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE
IN STREET OR HIGHWAY MEDIANS. CLASS I RIPRAP USING PLATES 3.1E-3 AND M3.18-4. DRAINAGEWAY INSTALLATION SECTION B-B � � -0
3. d 1.5 TIMES THE 1GA701[UM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES. (FRONT ELEVATION) Ld 0
� 2 T Y
TEMPORARY SEEDING _
VARIES 12" MIN. o C)
1 1/2" SQUARE C)
PLANTING DATES: SPECIES RATE IN LBS. PER ACRE (SEE PLAN)~— STEEL TUBE
PERMIT PARKING ONLY Q
SEPT. 1 - FEB. 15 50 -100 lbs. / acre WHITE SYMBOL & LETTERING TOW -AWAY ZONE --- -I- --- Z
ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 5D% (LETTERING MIN. 1" HIGH) r 1 (� W
CEREAL (WINTER) RYE (SECALE CEREALE) 501% �•J Q Ix
z CENTERLINE OF 3/4" x #10 7 D
FEB. 16 - APR. 30 60, - 1001bs. / acre SELFTAPPING STAINLESS STEEL L Z >U
ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100% � PANHEAD SCREWS. 2 PER SIGN F' Q
MAY 1- AUG. 31 (o c) 45 W Q I
S01lbs. / acre in
6" 2'-0" 6" GERMAN MILLET (SETARIA ITALICA) 100% Q o ZQ 0 Z Z j
CG-6 Ll REFLECTIVE BLUE MAxIMUM FINE Ssoo.00 Z Z i Q W m
PERMANENT SEEDING o BACKGROUND S DEWA[LKE STEEL POST SIGN _ D?} d Z J IL zn
0 v
MINIMUM CARE L4WN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / acre o Lj 6" Z >� Z Z U 0 0 O
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% 2 COATS FIN GRADE w Z Z U w - Z 0
IMPROVED PERENNIAL RYEGRASS 0-10% 4" SOLID BLUE VAN 0 W W Z O Z I
AACCESSIBLE
KENTUCKY BLUEGRASS 0-10% o < I I i 0 d O g. Z
HIGH -MAINTENANCE LAWN 125 lbs. acre d I + (n
\�\ °
/ I I Z ��(� J .JUW
MINIMUM OF THREE (3) MAXIMUM OF FIVE (5)
" a VARIETIES OF BLUEGRASS FROM APPROVED LIST ACCESS ISLE SIGN TO BE ATTACHED TO N T. D U Z U U _j > 0
3,000 PSI 8"-3000 PSI CONCRETE W MESH 06 t Z Z � - ,I
1' / FOR USE IN VIRGINIA BOTTOM OF :1DOVE SIGN T IY
4" 21-B BASE STONE WHERE INDICATED () Z
CONCRETE GENERAL SLOPE (3:1 OR LESS) 150 lbs. acre — Z Z Z Q U U
6" KENTUCKY 31 FESCUE 85i% DETAIL W Q W d F Z c�D
RED TOP GRASS 3% SEE POST MOUNTING w U)
SEASONAL NURSE CROP** 12% 00, w OU = °1
FLUME A - DETAIL 10' 10' GENERAL SLOPE (STEEPER THAN 3:1) 1510 lbs. / acre HANDICAP SPACE STRIPING, SIGNAGE AND POST (MOUNTING DETAIL C) I z c? Z
(ONE SIGN FOR EACH HANDICAP PARKING SPACE) U }
NOT TO SCALE KENTUCKY 31 FESCUE 70% Q Z Z III
CG-2 RED TOP GRASS 3% NOT TO SCALE
SEASONAL NURSE CROP** 13% ^' J T
CROWNVETCH**** 14% (.L. Q D
8"-3000 PSI CONCRETE W/MESH 20'-0" 18,-0" '
6' HIGH SOLID OPAQUE WOOD 4" 21-B BASE STONE -SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. (MIN.) (� FENCE WITH DOUBLE SWING SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL.
GATE (10' WIDE)
**"IF FLATPEA IS USED, INCREASE TO 30 lbs. / 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. / ache IN MIXES.
EDGE OF PAVEMENT �l�p+LTH OP
�
DUMPSTER PAD DETAIL EDGE OF
NOT TO SCALE PAVEMENT
v DENNIE D. DUNLAP III a
2 COATS OF BLUE No. 035809
TRAFFIC PAINT (TYP) /03V
1
of HANDICAPPIED SIONAL E
TYP. CURB & GUTTER a 0O VAN SPACES
WHITE STRIPED PROFESSIONAL SEAL
ACCESS AISLE
EDGE OF
LINESTRIPE OR
FACE OF CURB
QLU
0� >
NOTE: NOTE: Z Z Z
SLOPES GREATER THAN 6" RISE AT 72" AT CURVED, PARKING AREAS WIDTH >' 0
RUN WILL REQUIRE HANDRAILS AND DIMENSION OF SPACES INDICATED IS U
GUARDS PER BOCA SECTION 1016.5. AT NARROHVEST ARC OF SPACE. J
LLJIx 0Q Y
HANDICAP & REGULAR PARKING SPACE STRIPING oz Ul
o 0 —
NOT TO SCALE U_ 0 Cr Q
W o LL' co
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a -w
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Drawing
Number
C-8
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8'1 or 3/4'
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32HH - T
1'
24 in. Dia.
Non -Traffic
MG30 (Frame) WITH RML-1-T (rop Ud)
Traffic
MC-30 (Frame) WrrH RML-12-T (Top Lid)
varies as
regwrea
corporation
stop 3' stone 18"-21"
bedding
surrounding box
1 • 36' min.
45° 8' min.
type K copper
tubing, continuous
without joints from
water main to meter
main
CC- 12A
CROSSWALK
treated 2`x 4' with
top 6' painted
blue
meter cover
set 2' above
fin. grade prior 18,
to sodding
meter by F.C.S.A.
meter
pax
ngle check valve
with drain valve
angle yoke
IL
ball valve
II
1'
2 ft.
6' stone
bedding
METER SETTING
PARTS
line size
size meter
yoke
b Ie yoke I valve
valve checkle
expvalve I
1'
5/8'x3/4'
Y502
BA94-224W
HHCA91-323-TV
& C84 34
EG23
1'
3/4'
Y503
BA91-323W &
C84-34
HHCA91-323-TV
& C-84-34
EG23
1'
1'
Y504
BA94-444W
HHCA94-444-TV
EC-4
INSTALLATION
1. Exact IMUk f meter box assembly to
be approved prior to installation.
2. Water service crossing street shall be
encased in 3" dia. SCH40 PVC or SDR21
piping. The piping shall run from one foot
beyond sidewalk, across the street, to one
foot beyond sidewalk.
5/8" x 3/4", 3/4" & 1" METER INSTALLATION
Figure 5
;1 MAX.
A
'ERMISSIBLE
,ONSTRUCTION JOINT
B
A �TANGENT PLAN
IICROSSWALK II
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
dia. schedule 40 steel
pipe filled with concrete
and painted yellow
18' dia.
concrete -
encasement
Z
O V-6' O
3'
block -M.BOLLARD
DETAIL
direction of setting to be approved prior to installation
as required concrete pad V-6' sq. x 6' deep
�2'min.-6'max
I '
//, 4' stone
j\ screw type
adjustable
stone stone to be minimlm valve box
of 6' above top of I \`
stone locator marker
'\\
/\
.so'o'S000e o0
/'0/1////\0/ 1>i, /��//yi��/�\/��/i� mechanical
\/ joint swivel tee
i
with 6' branch
%�%%.%%%/jam tapping saddle
and valve
FIRE HYDRANT ASSEMBLY
Figure 9
7" WHERE STD. CG-3 OR
CG-7 IS USED.
8'-0" 4'-0"
OD
STD. CIS-2 6" /— 12:1 MAX.
� �— 48:1 MAX.
OR CG-6
i►��iII1
SECTION A —A
5 DOWELS, 8" LONG
12" C-C PERMISSIBLE
SLOPE 10:1 CONSTRUCTION JOINT
MAXIMUM
o v o 0 0 0 0 0• O o 0 e p o 0 0 0 0 0
SECTION B—B
0800 .
LIMITS OF EXPOSED AGGREGATE SIDEWALK
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND
USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
_
NOTES
a
=SWALK
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)
CRO
cRosswALx
REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET
FOR ALTERATIONS,
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE
PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
(� (�
FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1.
CROSSWALK
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING
II II
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
TYPICAL PLACEMENT
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED
AT INTERSECTION
SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL
WITHIN CROSSWALK
BE CLASSA-4.
REQUIRED BARS ARE TO BE N0. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
(WITH BUFFER STRIP)
FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2 ".
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT
FOR CURB/CURB AND GUTTER.
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS
TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF
WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,
PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
PERPENDICULAR CURB RAMP SPECIFIC
REFERE CON
Ev 7/01 (ACCESS FOR MOBILITY IMPAIRMENTS) 105
502
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION
SDR 35 spigot
SDR 35 spigot
by gasketed
by SDR 21
bell 45' bend
gasketed bell
(see note)
I
adapter
SDR 35 8'x4'
gasketed bell
wye (see note)
z
3' minimum
SDR 21 SCH 40
gasketed pipe solvent
and fittings weld cap
property
line
location 36'
marker min.
co er
000000
3tOrle o00000-o,-0000,.-' 00000
o°o°o°o o°o 0 0 0 0 0°0
0 0 0 0 0 0 0 0 0 0 0 0 0
°o °Q000000°o°oo
o a o00 0 0 0 0 0 0 000 0
O OODO�On o� ooQOOpOO"OO�O O ,
0-
treated 2'x 4' with
top 6' painted
4' pipe at 2.00% green
-A minimum grade
Note: If top of main is
greater than 15 ft deep
use heavy wall SDR 35
concrete cradle if top
of main is greater
than 15' deep
GRAVITY SEWER SERVICE LATERAL
Figure 15
general backfill
(see note)
/i
/
O.D.
i/
8•
8" 8.
/
/
'�/
concrete -
24' select
backfill
see note)
O.D.
/ 6' O.D.
-- 6'
stone
18'
STANDARD
w%/
general backfill
(see note)
O.D. i
8'
8'
_W select
backfill
see note)
/
stone
/(
6'
1/2 O.D.
concrete
CONCRETE CRADLE
(Radius to be as 0 * * Street approach same
surfacing as mainline
�
shown on plans) � A � roadway
(Radius
to be as
shown on plans)
Rod al combination
/
St'd CG-12 curt and gutter
&
i I
Class A3
4' Sidewalk O i *
(H.E.S.) J
6" �' I
�o Optional Flow Lin
6„ Concrete
`
cnI
Expansion Joint o
Expansion Joint
A �I
Note: Width "B" 2'-0"or as Mainline roadway
shown on typical section.
PLAN VIEW
10' Parabolic Curve
D
Edge of Shoulder J 8 % Max.
®
__—
or Optional Flow Lin Slope Chang
-----
D
Mainline Roadway
8 % Max.
D
Slope Change
40' Min. for Street Connection
D
20' Desirable for Commercial Entr.
5' Min.
SECTION A —A
Guidelines for Grade Change D
Entrance Volume Desirable Maximum
High (more than 1500 VPD) 0% 3%
Medium (500-1500 VPD) <_3% 6%
Low (less than 500 VPD) : 6% 8%
METHOD OF TREATMENT-
CONNECTION
FOR STREET INTERSECTIONS AND
COMMERCIAL ENTRANCES
VIRGINIA DEPARTMENT
of
TRANSPORTATION
general backfill
(see note)
y
O.D.
' 8'
/
24' select
\% backfill
. , : ,• see note)
6-
1/2 O.D.
6'
stone
CONCRETE ARCH
general backfill
(see note
O.D.
8 '
\4 8.
/ 24' select
ILI
backfill
� / / F////
\< see note)
6'
0. D.
6'
concrete
CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
2"
4 B
-rl
SECTION C—C
® Construct Grade changes with a parabolic curve.
When the entrance radii cannot accommodate
the turning requirements of anticipated heavy
truck traffic, the depth for sidewalk & curb
ramps within the limits of the radii should be
increased to 7".
When St'd. CG-11 is used for entrances built
in conjunction with VDOT projects, please
note the following:
Mainline pavement shall be constructed
to the R/W line (except any subgrade
stabilization required for mainline
pavement which can be omitted in
the entrance.)
® Radial curb or combination curb
and gutter shall not be
constructed beyond the R/W line
except for replacement purposes.
When used in conjunction with Standard
CG-3 or CC-7, the curb face on this
Standard is to be adjusted to match
the mountable curb configuration.
See Standard CG-12 for Curb Ramp design
to be used with this Standard.
Plans are to indicate when construction
of a flow line is required to provide
positive drainage accross the entrance.
Optional flowline may require warping of a
portion of gutter to preclude ponding of water.
2" Radius
d d d
(O
' d Od
d
_ !�
d
j�
d < n
4
:Aa .e-
d d a
A d
e
The bottom of the curb and gutter may be
constructed parallel to the slope of sub-
This area may be concrete
Thissurface
at 6"
2'-0-
courses provided a minimum depth of
the option of the contractor.
7" is maintained.
Note: Comb. curb & gutter
having a radius of 300 ft.
This curb
is to be used when design
or less (along face of curb)
shall be paid for as radial
speed is
40 MPH or less on rural
combination curb & gutter.
highways
and 45 MPH or less in
developed
urban and suburban areas.
This item may be precast or
cast in place.
Concrete to be Class A3 if cast
in place,
4000 PSI if precast.
COMBINATION 6" CURB & GUTTER(CG-6)
VIRGINIA DEPARTMENT
of
TRANSPORTATION
see detail below
aggregate fill
supporting brick rint
valve box foundatior
temporary
plug at er
lids —
sanitary lateral
'VC or Cl
DETAIL SECTION A -A
NOTES:
A. USE A TELESCOPE VALVE BOX.
B. THIS ARRANGEMENT TO BE UTILIZED WHEN THE
CLEANOUT IS LOCATED IN A. TRAVELWAY.
HEAVY-DUTY SANITARY LATERAL CLEANOUT
Nott to Scale
8" 3000 PSI < .
4.
CONCRETE n
W/MESH 4 1
d' d.
4" 21-B BASE STONE
DUMPSTER PAD SECTION
NOT TO SCALE
2" SM-12.5A
3" BII
8" 21-8 COMPACT
95% STANDARD
PROCTOR DENSITY
ENTRANCE & SITE PAVEMENT
SECTION(CB'IR=6)
NOT TO SCALE'
w
z
J
INSTALL 12" OF 21 -B BEHIND w
CURB AND COVER WITH 3" OF z
TOPSOIL AND GRASS SEED U
2%-5% (MATCH GRADE)
CG-6
0-
o_
rn :2 SEE ENTRANCE 12' TAPER EXISTING LANE
PAVEMENT
z SECTION ABOVE
5i
o Un
0
+ N NOT : VDOT FIELD INSPECTOR WILL
o APPROVE CG-11 ENTRANCE
BEFORE CONSTRUCTION
HALF TYPICAL SECTION OF ENTRANCE
NOT TO SCALE
L:11Aa
TRIAD ENGINEERING, INC.
www.triod-winc.com
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I,TH OF
UDENNIE D. DUNLAP ma
No. 035809116
(�
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ti
SIGNAL
PROFESSIONAL SEAL
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Drawing
Number;
C-9
a
MR. GARY COX
FREDERICK COUNTY VETERANS OF FOREIGN WARS
219 FAIRWAY CIRCLE
CROSS JUNCTION, VA 22625
PHONE: (540)888-9954
V T RANS OF FOR IGN WARS
POST 2123
11111
11!lill a *01 Inv
�.
SHAWNEE MAGISTERIAL DISTRICT
-'REDERICK COUNTY VIRGINIA
TRIAD PROJECT NUMBER: 07-02-0370
INDEX OF SHEET
COVER SHEET
NOTES & LEGEND
EXISTING CONDITIONS
SITE PLAN
GRADING PLAN
EROSION & SEDIMENT
LANDSCAPE PLAN
EROSION & DRAINAGE
FCSA & VDOT DETAILS
s. P.
Approved by the Zoning Administrator
AW'/
Zoning Administrator Signature DATE
Note: Site plan is valid until 5 years after approval date.
SHEET N0.
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
Sr lb
V�
N
p� R� AFRi
CO
I'F
SITE
Mo�q�y0� Q��v
F
�Jv
M
oR �FFr
Mk 4
LOCATION PLAN
1 "= 1000'
-0
o���p,LTH OF D�
U DENNIE D. DUNUP III"
No. 035809
&
�
'�sIQNAL S
PROFESSIONAL SEAL
"For the purpose of plan approval, Tim Johns
shall be the Responsible Land Disturber.
When the contract is awarded, the contractor shall name
a person who is certified by the Virginia Department of
Conservation and Recreation as a Responsible Land
Disturber. The Responsible Land Disturber shall be
transferred from Dennie D. Dunlap III to the certified
person named by the contractor prior to the initiation
of land —disturbing activity."
TRIAD ENGINEERING, INC.
WWW. TRIADEING. COM
CIVIL DESIGN GROUP
200 Aviation Drive
P.O. Box 2397
Winchester, VA 22604
Phone: 540-667-9300
Fax: 540-667-2260
E—mail:office0triad—winc.com
971 Acorn Drive
P.O. Box 1448
Harrisonburg, VA 22802
Phoone: 540-434-4135
Fax: 540-434-5841
E—maiI:off iceCtriadengineering.net
GENERAL NOTES:
1. Any discrepancies found between the drawings and site conditions
or any inconsistencies or ambiguities in drawings 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.
2. 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 shall be in accordance with the applicable Standards and Contract
Specifications of the Virginia Department of Transportation,
Virginia Department of Health, County of Frederick, Frederick County
Sanitation Authority, and the contract documents.
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 existingutilities 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. Erosion and sediment control measures shall be in place prior to
performing any significant earth disturbing activities. This plan is
incomplete without the Erosion Control Narrative and all addendums.
A preconstruction conference shall be held prior to the issuance
of the land disturbing permit. The contractor shall arrange the
meeting with the County E & SC Administrator.
2. 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.
3. 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.
4. 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.
5. 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.
6. 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 lineal feet of trench.
7. Compaction tests for street pavement structure shall be made in cut and
fill areas at the following minimum frequencies:
(a) Sub -grade: one test per lane per 500 lineal feet.
(b) Stone base: one test per lane per 6" compacted lift per
500 lineal feet.
(c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet.
8. Changes or revisions to these construction plans shall not be made
without approval by the owner, engineer and all applicable regulatory
agencies.
ROAD NOTES:
1. Subgrades on cut shall be compacted for a minimum of one (1) foot
in depth. Subgrade in fill shall meet the compaction requirements stated
above at all levels.
2. Areas of wet or soft material under roads or buildings shall be partially
over -excavated and replaced with suitable material as directed by a
Geotechnical Engineer.
3. Gravel used in base courses shall be constructed on a compacted
subgrade free of organic matter. Gravel shall be VDOT type 21-B and
shall be placed and compacted in a moist condition so that the fines
remain mixed with the coarser material.
4. Asphaltic concrete, where applicable, shall be applied to the prepared
gravel subbase following the application of a liquid asphalt prime coat.
Asphalt shall consist of a plant -mixed bituminous material rolled smooth.
The asphalt surface shall be smooth, seamless and of a uniform texture.
Asphalt material shall comply with the minimum specifications required
by the VDOT Road and Bridge Specifications.
5. Roadwork within existing or planned VDOT right of way shall conform
to the latest editions of the Virginia Department of Highways Road
and Bridge Specifications and Standards and Virginia E & SC Regulations.
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, 2001 (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 maiintaining 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.
9. Site ADT Trip Generation 68
FCSA CONSTRUCTION NOTES:
1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall
additionally meet all requirements of the Frederick County Sanitation Authority.
2. The contractor shall coordinate with, and arrange for inspection by, the Authority.
3. Exact locations of water and sewer services on new lines are to be coordinated with the
Authority's inspector.
4. The Sanitation Authority's maintenance department is resonsible for the installation of water
meters through 2" in size. Before a permanent meter is set, they require: 1) the frame and
cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be
set to the final grade of the lot; 3) the distance between the top of the cover and the yoke
bar to be between 18 and 21 inches; and 4) all components of the meter box assembly to be
in proper working order. It is the developer's/contractor's responsibility to have the meter box
assembly installed correctly.
5. The contractor shall install water and sewer services that connect to existing lines.
a. A water service (and force main sewer service) requires the installation of a
saddle with corporation stop and making the tap.
b. A gravity sewer service requires the installoton of a wye, 18" long stub pieces,
and 15" long, full circle, stainless steel repair clamps.
c. The FCSA inspector assigned to the project shall be present for the installation
of each connection.
6. When an existing water main is tapped for the installation of a new line:
a. The Authority shall furnish all labor and materials to make the tap.
b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before
work begins); (3) mark the location of the tap; (4) make final payment when the
work is completed.
ABBREVIATIONS
ARCH.
ARCHITECT
C/L OR CL
CENTERLINE
CL.
CLASS
C/OUT OR C/O
CLEAN OUT
CONC.
CONCRETE
CG
CURB & GUTTER
D.I.P.
DUCTILE IRON PIPE
DIA.
DIAMETER
E.P.
EDGE OF PAVEMENT
EL.
ELEVATION
ESMT.
EASEMENT
EW
EXISTING WATER
EX.
EXISTING
F.E.
FOUNDATION ELEVATION
F.E.S.
FLARED END SECTION
F.F.
FINISHED FLOOR
F.H. or F/HYD
FIRE HYDRANT
F/L
FIRE LINE
F.W.
TOP OF FOUNDATION WALL
G.V.
GATE VALVE
HORIZ.
HORIZONTAL
INV.
INVERT
IRS
IRON ROD SET
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
POLYVINYL CHLORIDE
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
STD.
STANDARD
STM. SEW.
STORM SEWER
SE
SOUTH EAST
SW
SOUTH WEST
S/W
SIDEWALK
S.F.
SQUARE FEET
STR.
STRUCTURE
T.B.
TOP OF BANK
TPD
TRIPS PER DAY
U/G
UNDERGROUND
VERT.
VERTICAL
W/L
WATERLINE
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OWNER/REPRESENTATIVE
MR. GARY COX
FREDERICK COUNTY VETERANS OF FOREIGN WARS
219 FAIRWAY CIRCLE
CROSS JUNCTION, VA 22625
PHONE: (540)888-9954
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EXIST. STORM CULVERT B
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INV. IN = 718.08 (10" PVC)
INV. OUT = 718.03 (10" PVC)
`-EXIST. STORM CULVERT A,
INV. OUT = 722.54 (30" RCP)
EXIST. STORM CULVERT B
INV. OUT = 722.50 (30" RCP)
FUTURE
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SURVEY NOTES:
1. THIS SURVEY HAS BEEN PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT.
THEREFORE, THIS PLAT MAY NOT INDICATE ALL ENCUMBERANCES ON THE PROPERTY.
2. THE BOUNDARY INFORMATION SHOWN HEREON WAS COMPILED BY A BOUNDARY
SURVEY PERFORMED BY GREENWAY ENGINEERING DATED MARCH 28, 2002.
3. THE EXACT LOCATION OR EXISTENCE OF UNDERGROUND UTILITIES WAS NOT
ESTABLISHED DURING THIS SURVEY.
4. THE EXISTENCE OF VEGETATED OR TIDAL WETLANDS WAS NOT DETERMINED
DURING THIS SURVEY.
5. DEDICATION OF SULKY DRIVE RIGHT-OF-WAY TO FREDERICK COUNTY RZECORDED IN
DEED BOOK 784, PAGE 0049 AND DEED BOOK 954, PAGE 1310.
GRAPHIC SCALE
30 0 15 30 60
120
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( IN FEET )
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C-3
OWNER/REPRESENTATIVE
MR. GARY COX
FREDERICK COUNTY VETERANS OF FOREIGN WARS
219 FAIRWAY CIRCLE
CROSS JUNCTION, VA 22625
PHONE: (540)888-9954
20'x40' PICNIC
AREA W/CANOPY
PROPOSED
DUMPSTER PAD
SEE DETAIL
S61'12'14"E
32.20'
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SIGN
"NO PARKING FIRE LANE" -
(TYPICAL)
PROPOSED EXTERIOR
LIGHT FIXTURE(TYP)
N28'47'46"E
36.11'
SIGN: -
"WRONG WAY"
TOP & FACE OF CURB -
SHALL BE PAINTED YELLOW
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EXISTING
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SIGNS: tV
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j TOP = 727.78
INV. IN = 718.08 (10" PVC)
INV. OUT = 718.03 (10" PVC)
L EXIST. STORM CULVERT A
INV. OUT = 722.54 (30" RCP)
EXIST. STORM CULVERT B
INV. OUT = 722.50 (30" RCP)
FUTURE
TURN AROUND
iIGN:
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PROPOSED 1" WATER SFRVIr
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FIRE /
FIRE HYDRANT
LOCATION OF GAS SERVICE
TO BE FIELD COORDINATED
BY CONTRACTOR W/GAS
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8"x6" TAPPING SADDLE
& VALVE TAP BY FCSA
EXISTING SEWER LATERAL
-- SANITARY MANHOLE F
TOP = 730.88
INV. IN = 719.37
INV. OUT = 719.33
12'x2O' PLANTER, W/3
FLAGPOLES CENTERED
SIGN -
"NO PARKING FIRE LANE"
(TYPICAL)
SAWCUT PAVEMENT 1.0'
FROM EXISTING EDGE
CURB SHALL BE PAINTED YELLOW
W/PRINTED BLACK LETTERING 10'
EACH SIDE OF FIRE HYDRANT
"NO PARKING FIRELANE"
ON FACE OF CURB
PARKING ANALYSIS
STANDARD PARKING SPACES REQUIRED
NUMBER OF PARKING SPACES REQUIRED(NPR) PER
FREDERICK COUNTY ZONING ORDINANCE 165-27
PAGE 16531 UNDER THE CLASSIFICATION OF
FRATERNAL LODGES AND CIVIC CLUBS SPECIFIES
ONE(1) PARKING SPACE PER 250 S.F. OF BUILDING
FLOOR AREA.
NPR = 6400 S.F. BUILDING/250 S.F./PARKING SPACE
NPR = 26 PARKING SPACES REQUIRED
HANDI-CAPPED PARKING SPACES REQUIRED
NUMBER OF HANDI-CAPPED PARKING SPACES REQUIRED
PER FREDERICK COUNTY ZONING ORDINANCE 165-27
PAGE 16536 IN THE CATAGORY OF 26-50 TOTAL PARKING
SPACES REQUIRES TWO(2) HANDI-CAPPED SPACES.
HC PARKING SPACES REQUIRED = 2
TOTAL NUMBER OF PARKING SPACES REQUIRED=28
TOTAL PARKING SPACES PROVIDED IS 29 SPACES,
27 STANDARD AND TWO HANDI-CAPPED.
FLOOR AREA CALCULATIONS(FAR):
MAXIMUM FLOOR AREA RATIO(FAR) PERMITTED PER
FREDERICK COUNTY ZONING ORDINANCE 165-99(E)
PAGE 16635 IS 1.0.
F.A.R.= (6400 S.F. BUILDING)+(,800 S.F. CANOPY)
(0.9589 AC.)(43560 S.F./ACRE)
F.A.R. = 0.172
LANDSCAPE AREA CALCULATIONS:
PER FREDERICK COUNTY ZONING ORDINANCE 165-85(A)
PAGE 16624 THE MINIMUM LANDSCAPED AREA REQUIRED
IS 15% OF THE SITE AREA AND A MAXIMUM OF 25%
PERCENT(%) LANDSCAPED AREA REQUIRED:
%LAR=(0.15) (0.9589AC)
%LAR=0.1438 AC.
PERCENT(%) LANDSCAPED AREA PROVIDED:
%LAP= (0,9589 AC.-0.7400 AQ, (100)
(0.9589 AC)
%LAP= 22.8%
VDOT NOTES:
1) SITE ENTRANCES ARE DESIGNED ACCORDING TO
VIRGINIA DEPARTMENT ODF TRANSPORTATION (VDOT)
"MINIMUM STANDARDS OF ENTRANCES TO STATE HIGHWAYS"
2) ENTRANCE TAPER 4:1
3) SITE TRIP GENERATION (ADT)=68
4) PLACEMENT AND LOCATION OF PROPOSED CG-12 SHALL
BE FINALIZED BY A VDOT INSPECTOR AND/OR ENGINEER
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LOCATION PLAN_
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SITE PLAN NOTES:
1.
Total area: 0.9589 Ac.
2.
Zoning: B-2
3.
Existing Use: Vacant
4.
Proposed Use: Fraternal Lodge
5.
Property Identification (PIN h#): 75-03-19A
6.
Building Setback Requirements:
Front = 35' (Sulky Drive)
Side = N/A
Rear = N/A
7.
Building Setbacks Provided:
Front = 96.5'
Side = 48.0'
Rear = 75.7'
8.
Parking Setback Requirements:
Front = 35'
Side = 5'
Side = 5'
Rear = 5'
9.
Impervious Area:
0.74 Ac. = 77.1 % of Site
10.
Subdivision will be served b;y Public
Water
and Sewer provided by FC`,SA
11.
Maximum slope across handicapped
parking
and unloading areas shall not exceed
2.0%
12.
Grease Interceptor will be intsalled
on Three(3)
compartment sink in kitchen
NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE SPECIFIED.
2. ALL PROPOSED CURB RADII ARE TO BE 5' UNLESS OTHERWISE SPECIFIED.
3. PROVIDE HANDICAP ACCESSIBLE ROUTE FROM HANDICAP CG-12A TO HANDICAP PARKING STALLS.
4. ACCESSIBLE PATHS OF TRAVEL INCLUDING PARKING SPACES, LOADING SPACES, DOOR
APPROACHES, RAMPS AND CURB RAMPS, SHALL COMPLY WITH THE 1996 VIRGINIA UNIFORM
STATEWIDE BUILDING CODE, 1996 BOCA CHAPTER 11 AND 1992 ANSI A117.1.
5. EXTERIOR LIGHTS TO BE INSTALLED IN SUCH A MANNER THAT LIGHT DOES NOT CREATE A NUISANCE
TO BUILDINGS ON ADJACENT PROPERTIES.
6. EXTERIOR LIGHTING UNITS 40OW METAL HALIDE WALL PACKS(LITHONIA TWHI 400u TB), 10 FOOT
MOUNTING HEIGHT
7. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT MISS UTILITY OF VIRGINIA AT LEAST FORTY-EIGIHT (48) HOURS PRIOR
TO ANY EXCAVATION.
9. HANDICAP SIGNS SHALL BE PLACED AT ALL HANDICAP PARKING SPACES, PER ADA STANDARDS.
10. CONTRACTOR SHALL PROVIDE PROPER FIRE LANE SIGNAGE AND MARKING AS SHOWN TO MEET THE
REQUIREMENTS OF THE GOVERNING FIRE MARSHAL'S OFFICE AND THE FREDERICK COUNTY CODE.
11. ALL FUTURE SIGNS SHALL BE PERMITTED THROUGH AND APPROVED BY THE DEPARTMENT OF BUILDING
INSPECTIONS AND ZONING PRIOR TO INSTALLATION.
12. THERE ARE NO SIGNIFICANT ENVIRONMENTAL FEATURES LOCATED WITHIN THIS SITE.
13. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND.
14. BUILDING ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTIONS 303 (ASSEMBLY) AND 304 (BUSINESS) OF THE BOCA NATIONAL BUILDING CODE/1996.
BUILDING ADDITIONS SHALL ALSO COMPLY WITH CABO Al 17.1 -92 (ACCESSIBLE AND USABLE
BUILDINGS AND FACILITIES.
15. DESIGN PROFESSIONAL LICENSED IN VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED
FOR APPLICATION.
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( IN FEET )
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C-4
SITE PRE -DEVELOPMENT RUNOFF CHART
BASIN
AREA
(AC)
LENGTH
(ft)
SLOPE
(�)
tr55
c(min
C
STORM EVENTS (YR)
2
5
10
25
1
1.77
900
1.9
40.7
0.35
1.07
1.32
1.55
1.80
2
2.09
440
3.9
27.8
0.35
1.66
2.02
2.34
2.78Cq
SITE POST -DEVELOPMENT RUNOFF CHART
BASIN
AREA
(Ac)
LENGTH
(ft)
SLOPE
(q)
tr55
c(min
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STORM EVENTS (YR)
2
5
10
25
1
3.02
900
1.9
44.9
0.35
1.69
2.09
2.47
2.88
2
0.74
400
1.5
25.1
0.95
1.71
2.07
2.40
2.79
3
0.10
100
1.5
16.5
0.35
0.11
0.13
0.15
0.17
SITE TOTALS
STORM
YEAR
POST-DEV
RUNOFF (cfs)
PRE-DEV
RUNOFF (cfs)
RUNOFF
INCREASE
2
3.51
2.73
0.78
5
4.29
3.34
0.95
10
5.02
3.89
1.13
25
5.82
4.53
1.29
EXISTING DRAINAGE STRUCTURE CAPACITIES
STRUCTURE
VELOCITY (ft/s)
FLOW (ft%s)
DITCH `V' SECTION
0.57
7.1
CULVERT 'A'
8.30
40.76
CULVERT `B'
8.11
39.86
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UDENNIE D. DUNLAP III>
No. 035809
EXISTING`V' / /� .� 1+ /z 1 °3
DITCH �SIONAL
EXIST. STORM CULVERT A SECTION �,
INV, IN = 723.59 (30" RCP)
PROFESSIONAL SEAL
EXIST. STORM CULVERT B
INV. IN = 723.71 (30" RCP)
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VDOT NOTES: �y 0 0, y
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1) SITE ENTRANCES ARE DESIGNIED ACCORDING TO 0 O ? w
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2) ENTRANCE TAPER 4:1 O of
3) SITE TRIP GENERATION(ADT)=168 0 I-_ Q
4) PLACEMENT AND LOCATION OIF PROPOSED CG-12 SHALL U) K) o
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1-EXIST. STORM CULVERT B GRAPHIC SCALE
INV. OUT = 722_.50 (30" RCP)
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EROSION CONTROL NOTES:
1.THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION
CONFERENCE WITH THE APPROPRIATE EROSION AND SEDIMENT
CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK.
2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO
BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE WEST
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION)
AND ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION.
3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE.
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE
CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED
REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND
MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
5. ALI_ DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE
FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN
ACCORDANCE WITH THE WEST VIRGINIA EROSION AND SEDIMENT
CONTROL REGULATIONS. (LATEST EDITION).
6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY
CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH
OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION.
7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION.
INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY
REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY
FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES.
9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON
ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT
FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER
THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES
SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT
TRAPPING MEASURES.
1 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT
BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -
DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN
STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
IMMEDIATELY AFTER INSTALLATION.
13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH
THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT
ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE
OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE
STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH
THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED
SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD
SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END
OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT
CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
15.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR
AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,
UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM
ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION
AND SEDIMENTATION.
16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP
SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP
SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS
SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL
COMPLY WITH THE FOLLOWING:
A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF
B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10
FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT
ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING.
C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD
AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO
SEEDING.
D. MULCH - CHOPPED STRAW AT RATE OF 2 TONS PER ACRE
AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30
BALES PER ACRE.
I'll I. JI VI IIVI -LV LI\1 LJ
INV. OUT = 722.50 (30" PCP)
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LEGEND
N0. TITLE KEY SYMBOL
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LTH Op�
UDENNIE D. DUNLAP III -
No. 035809
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C-6
INTERNATIONAL SOCIETY OF ARBORICULTURE
INTERNATIONAL SOCIETY CHA WEST ANTH618 DRIVE
HAMPAIGN, IL 61821
OF ARBORICULTURE (217) 355-9411
(217) 355-9516 FAX
DO NOT HEAVILY PRUNE THE TREE AT PLANTING
PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT
LEADERS, AND BROKEN OR DEAD BRANCHES.
SOME INTERIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUNED; HOWEVER, DO NOT 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 NURSERY, AND ROTATE TREE TO FACE
EACH TREE MUST BE PLANTED SUCH THAT THE
NORTH AT THE SITE WHEN EVER POSSIBLE.---
OSSIBLE.
TRUNK FLARE IS VISIBLE AT THE TOP OF THE
ROOT BALL. TREES WHERE THE TRUNK FLARE IS
MULCH RING NOT VISIBLE SHALL BE REJECTED. DO NOT
SET TOP OF ROOT BALL FLUSH TO
1800 MM (6 FT.)DIAM. MIN. COVER THE TOP OF THE ROOT BALL WITH SOIL
GRADE OR 25-50 MM (1-2 IN-)�
2400 MM (8FT.) DIAM. PREFERRED
HIGHER IN SLOWLY DRAINING SOILS. I`
'1
200 MM (8 IN.) '
--100 MM (4 IN.) HIGH EARTH SAUCER
50 MM (2 IN.) MULCH. DO NO PLACE , ,',',' ',t, ',BEYOND EDGE OF ROOT BALL
MULCH IN CONTACT WITH TREE -REMOVE ALL TWINE, ROPE AND WIRE, AND
TRUNK. MAINTAIN THE MULCH
WEED -FREE FOR A MINIMUM OF,BURLAP FROM TOP HALF OF ROOT BALL
THREE YEARS AFTER PLANTING.
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 IN.) INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF PLACE ROOT BALL ON UNEXCAVATED
PLANTING AREAS, TYPES OF SOIL OR TAMPED SOIL.
AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL BASE
SEE "SOIL IMPROVEMENT DETAILS." FIRMLY WITH FOOT PRESSURE SO THAT
ROOT BALL DOES NOT SHIFT.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRCR TO USING THIS DETAIL
TREE PLANTING DETAIL — B&B TREES IN ALL SOIL TYPES
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
INTERNATIONAL SOCIETY
OF ARBORICULTURE
INTERNATIONAL SOCIETY OF ARBORICULTURE
1400 WEST ANTHONY DRIVE
CHAMPAIGN, IL 61821
(217) 355-9411
WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: (217) 355-9516 FAX
TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE
TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -12 GAUGE
TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE
SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE.
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED.
13 MM (0.5 IN. DIAM.)
PLASTIC HOSE
GALVANIZED WIRE OR Cl
TWIST WIRE TO TIGHTEN.
240 x 40 MM (1.5 x 1
HARDWOOD STAKES OR
APPROVED STAKE MATER
ALL STAKES SHALL BE I
THE EDGE OF THE R001
ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK
IS A MINIMUM OF 12 MM (0.5 IN.).
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM
THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST
GROWING SEASON AFTER PLANING.
TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY
WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF.
THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT.
o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE.
o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE.
o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL, CORRECT THE PLANTING PROCEDURE.
o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING.
o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE.
o TREES LOCATED IN A PLACE OF EXTREMELY WNDY CONDITIONS. STAKING ADVISABLE.
NOTES
1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL
TREE STAKING DETAIL - TREES 75MM (3 IN.) CALIPER OR LESS
FUTURE
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� ERAL LANDSCAPING NOTES:
'ECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTION (WITH THE
ZEQUIREMENT THAT NEWLY SELECTED SPECIES PROVIDE THE SAME VISUAL
_FFECT AND MEET WITH THE APPROVAL OF FREDERICK COUNTY PLANNING.
ZEES REQUIRED ALONG PARKING PERIMETER: 1 PER 40 L.F.
�84 L.F. OF PARKING PERIMETER = 13 TREES REQUIRED PER; ORDINANCE
'REES REQUIRED WITHIN PARKING AREA: 1 TREE PER 10 PARfKING SPACES
i0 PARKING SPACES = 3 TREES REQUIRED PER ORDINANCE
OTAL TREES REQUIRED = 16 TREES
)TAL LANDSCAPED AREA REQUIRED: 15% OF SITE AREA= 0.14.38 AC.
OTAL LANDSCAPED AREA PROVIDED: 22.8% OF SITE AREA= 0..2189 AC.
_L TREES AT TIME OF PLANTING WILL HAVE A MINIMUM CALIPER OF 2"
DGWOOD SPECIES:
Cornus florida
') Cornus kousa
i) Cornus hybrid
FTLELEAF LINDEN SPECIES:
) Tilia cordata
YLAND CYPRESS SPECIES:
) Cupressocyparis x leylandi
GRAPHIC SCALE
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C-7
SILT FENCE DROP INLET ROCK CHECK DAM PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE 8" DIAM.
PROTECTION A A 2 COATS OF + J- �L:qla
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PERSPECTIVE VIEWS II'li INTO THE TRENCH. EXISTING T o
SECTION A -A FD.M CLOTH KEY IN 6•-9•; RECOMMENDED FOR ENTIRE PERDI�PETER
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A AGGREGATE B SEDIMENT TRAPPING
2-10 ACRES OF DRAINAGE AREA: _ DEVICE
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• MUST EXTEND FULL PLAN VIEW
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ELEVATION OF STAKE AND = (OPTIONAL) p y 3
FABRIC ORIENTATION
DETAIL A (DOWNSTREAM VIEW) L (PERSPECTIVE VIEW) FILTER CLOTH SECTION A -A TYPICAL 600 PARKING o
VDOT I 8 FLOW DETAIL
6'-7• p N N
COARSE AGGREGATE Ox A B A \\\� NOT 10 SCALE o o 10I�
SPECIFIC APPLICATION o u
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE FLOW 21 — 0 o
. .
3' SECTION A -A ����� •
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FILTER CLOTH KEY IN e•-e'; RECOMMENDED FOR ENTIRE PERIME'eER °' L
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION f 1' a
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT BASKET, OR CONCRETE. I IIII f 1IIIo �
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED POINTS A SHOULD BE HIGHER THAN POOff B. REINFORCED CONCRETE DRAIN SPACE
IN STREET OR HIGHWAY MEDIANS. CLASS I RIPRAP USING PLATES 3.1H-3 AND 3.IB-4. DRAINAGEWAY INSTALLATION SECTION B-B
-0 >,
3. d 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN B INCHES.
FRONT ELEVATION � C, _ �
I- C
TEMPORARY SEEDING
0
(S
VARIES f 12" MIN. 1 1 2" SQUARE
PLANTING DATES: SPECIES RATE IN LBS. PER ACRE I I /
EF PLAN) 1 STEEL TUBE
PERMIT PARKING ONLY Q
SEPT. 1 - FEB. 15 50 -100 lbs. / acre WHITE SYMBOL & LETTERING TOW -AWAY ZONE + ---- Z_
ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50% LETTERING MIN. 1" HIGH) r (D W
CEREAL (WINTER) RYE (SECALE CEREALE) 50% Q x �
CO z 1�CENTERLINE OF 3/4" x #10 D
acre
FEB. 16 - APR. 30 60 - 100lbs..
/ � � SELFTAPPING STAINLESS STEEL Z U
ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100% PANHEAD SCREWS. 2 PER SIGN 3 � W
45' H >
MAY 1- AUG. 31 0 o ^ �_ W Q U
501bs. / acre > I �
GERMAN MILLET (SETARIA ITALICA) 100% bi > > Z U Q
6 2'-0" 6" H
CG-6 Ll REFLECTIVE BLUE MAXIMUM FINE $500.00 Z 0 Z> Q W Z M y
PERMANENT SEEDING o BACKGROUND CONCRETE —STEEL SIGN J W 2 p Z In
1- SIDEWALK POST m 0 . Q Z? D 0 0
MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / acre 0 w 6„ Z U 0 D 0 _ 0
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% `� 0 Z Z Z N Z
IMPROVED PERENNIAL RYEGRASS 0-10% 2 COATS VAN Of FIN GRADE W 0 Q Z Z> 0 U
i ACCESSIBLE
KENTUCKY BLUEGRASS 0-10% 4" SOLID BLUE 0 W- —00- W Z W U Z 2
�� �� � 125 Ibs. acre ,
HIGH -MAINTENANCE LAWN F-- �� � � ��
MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) Q >_ (� Q H W Q
° 8"-3000 PSI CONCRETE W MESH VARIETIES OF BLUEGRASS FROM APPROVED LIST ACCESS ISLE SIGN TO BE ATTACHED TO N r 1� _ : U Z _ > 0
3,000 PSI 1 / FOR USE IN VIRGINIA BOTTOM OF ABOVE SIGN V co (0 • Z I � > X 0)
4" 21-B BASE STONE WHERE INDICATED Z N Z � - W '
CONCRETE GENERAL SLOPE (3:1 OR LESS) 150 lbs. / acre �_ Z � Z Q U In Cl H r`
6" cI KENTUCKY 31 FESCUE 85% DETAIL LU W d I- Z W
SEE POST MOUNTING
IiI
0 RED TOP GRASS 3%
I
SEASONAL NURSE CROP** 12% r � 0 (� O U LO
A - DETAIL GENERAL SLOPE STEEPER THAN 3:, 150 Ibs. acre HANDICAP SPACE STRIPING, SIGNAGE AND POST MOUNTING DETAIL I 0 Z z
FLUME D 10' 10' ( ) / �
KENTUCKY 31 FESCUE 70% (ONE SIGN FOR EACH HANDICAP PARKING SPACE) 1J U) }
NOT TO SCALE Q Z Z W
CG-2 RED TOP GRASS 3% NOT TO SCALE Q >
SEASONAL NURSE CROP** 13% 5 M
CROWNVETCH**** 14% J
Q �
8"-3000 PSI CONCRETE W/MESH 20'-0" 18,-0"
6' HIGH SOLID OPAQUE WOOD 4" 21-B BASE STONE SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR.
**
FENCE WITH DOUBLE SWING SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. (MIN.) W
GATE (10' WIDE)
-**"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.
EDGE OF PAVEMENT ���,p.LTH 0A,
�
o
DUMPSTER PAD DETAIL EDGE OF
NOT TO SCALE PAVEMENT
DENNIE D. DUNLAP III
2 COATS OF BLUE No. 035809
d L�
TRAFFIC PAINT (TYP) /03
0 1
HANDICAPPED SIONAL
TYP. CURB & GUTTER a °O VAN SPACES
PROFESSIONAL SEAL
WHITE STRIPED
ACCESS AISLE
o EDGE OF
LINESTRIPE OR v!
FACE OF O:URB
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NOTE: NOTE: Z Z Z ca
SLOPES GREATER THAN 6" RISE AT 72" AT CURVED PARKING iAREAS WIDTH >- O7 �?
RUN WILL REQUIRE HANDRAILS AND DIMENSION OF SPACES; INDICATED IS �
GUARDS PER BOCA SECTION 1016.5. AT NARROWEST ARC OF SPACE. W � Q Y <�/ V ! o
(n Q U I..L� o
HANDICAP & REGULAR PARKING SPACE STRIPING a o 0—{
NOT TO SCALE U_ �l o
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Drawing
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�v\\\\/\\/\\\//\\/\\\//\\/\\\/\\\/\\\ SDR 35 spigot SDR 35 spigot R see detail below
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METER BOX and COVER �� \ asketed by SDR 21 general backfill
%/ trench bell 45' bend gasketed bell general backfill
METER SIZE METER BOX METER BOX COVER
width as (see note) adapter r (see note) ( see note) /� i�� x���' TRIAD ENGINEERING, INC
Non -Traffic M32GPW �\ \ / /i //�/\/� '\/�/ /�
req fired 6' dia. schedule 40 steel www. io -win .coin
5/8'x3/4' or 3/4' 18 in. Dia. � • � • \�
i filled with concrete ' .. 8. / O.D. i 8 8 \i
Traffic A32HH - T \\ ° pipe 3' � . , •, . -, •. � v
and painted yellow 8
Non -Traffic MC-30 (Frame) WITH RML-1-T (fop Lid) �j P y
1' 24 in. Dia. \\ 0 F _4 concrete
• /
Traffic MG-30 (Frame) Wn RML-12-T (Top Lid) >/ ; T "" \ , °• I _. / 4' select 24' select
� 2 '
backfill \! backfill clean<xrt adaptor & I
T minimum / aP Pug
\G see note O O c• See note)
treated 2'x 4" with _ ) )
top 6' painted \/
18' dig \//° 1'-6' \
blue concrete '\ \ SDR 35 8'x4' SDR 21 SCH 40 / / 6' , / 6'
meter cover / j\ / / :' gasketed pipe solvent O.D.
0. D. y //
\/ /\ encasement / \! gasketed bell \; 1/2 O.D. -
set Z above /j\\/j\\/j\/j\/j\/j\/j\ /j\/j\ i\ ' ' / 3 wye (see note) and fittings weld cap �' 00
varies as fin. grade prior 18'
required t0 Sodding COnsfBte ��\��\ <\>�\��\
corporation thrust property 6' 6' aggregate fill I °
rpo block BOLLARD
stop . 3' stone 18'-21 meter by F.C.S.A DETAIL Ilse stone
meter stone supporting brick ring riser (length varies) a
bedding o
surrounding boxox valve box foundation 3'-0' \_
18,
I 1[`
check valve STANDARD CONCRETE ARCH
i
1 • 36' min. ,\ . i�\\!/� ./., ..� >�\.. ..\ Rl\\�\
with drain valve direction of setting to be approved prior to installation
4 8' min. angle yoke I I general backfill general backfill
ball valve �J
type K copper 1 • 5' (see note) (see note ° 4'x4' WYE OR
tubing, continuous location 36' �/. i , 6`x6•x4' WYE
without joints from 2 ft. as required concrete pad V-6' sq. x 6' deep marker min.
water main to meter 6' stone °°°°°°°°°°°°°°°°° co or 0. D. / \ O.D.
main bedding stone o o e°° ° ° °°°°° ° g• / 8 8
°°°°°°°
°°° ° / 8' rxi
2 min. - 6' max. ° ° ° ° ° ° ° ° ° ° ° ° ° >/ \i \, tempo e � lateral >
° ° ° ° ° °°°°°°°°°°° ° ° w, i plug at of _
METER SETTING PARTS / / / / / / / / / / / / / / / ° ° / i - - - - PVC osanitaryC�e
i\\\i\\\i\\\i\\\i\\\i, r\ \\\i\\\i\\\\i\\\i\ \\\ \\\\ i'/ 24' S91eCt 24' select
line meter oke angle yoke angle check expansion I °^ // backfill backfill
size size y ball valve valve wheel ) )
/i./i�% \j \i see to \ \; see to
1' 5/8'x3/4' Y502 BA94-224W HHCA91-323-TV EC-23 % 4'stone `✓ o
& C84 34 % \ I screw treated 2'x 4' with stone / % \ / �\ �\ O
/ Pe to 6' inted 6' O.D. 6• / /� \ 0 o
1' 3/4' Y503 BA91-323W & HHCA91-323-TV EC-23 //\ adjustable green / / / A r�
C84-34 & C84-34 \/\ valve box 4' i at 2.00% g 1 /2 O.D. r7 o
Y/\ stone stone to be minim�m p N N
1' 1' Y504 BA94-444W HHCA94 444-TV EC-4 of 6' above top of \ minimum grade / / Oj O o Q
locator marker \� 73'4 o r" I
Stone O C O O
INSTALLATION ,� egalugs /\ concrete concrete - SEi�dER " O w o
1. I fin assembly
/\ \ ai
Exact � afar box asse b to \
Y /\, Note: If to of main Is Q
be approved prior to installation. \/\ o o o
y\, y;, greater than 15 i< deep o U V)
2. Water service crossing street shall be - - CONCRETE CRADLE CONCRETE ENCASEMENT
y\ \, use heavy wall SDR 35
encased in 3" dia. SCH40 PVC or SDR21
piping. The piping shall run from one foot //� \\ ° concrete cradle if top A T a
of main is greater °
beyond sidewalk, across the street, to one t 1 6 w
foot beyond sidewalk. %/\. °/ji //�\//i��/i��// ///i:� \/\\j/� \ mechanical than 5' deep ' _-'6"
° a- c = a)
e C Y
y j joint swivel tee NOTE: To be compacted to 95°h of ASTM D698 maximum density. a 3 a- u
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L
with 6' branch In
///` °e000e D000p0000000 °aoaavaao°000eo°o°eee°°o° 000soo • n ° •
7�i'��'i`�%� tapping saddle ° 16" D ?• o
�\\i�\\,�\,�\,�\,�\,�\,�\\,�\\ and valve TRENCH & BEDDING --"
GRAVITY SEWER SERVICE LATERAL Flgure, -- 5'�fi" Q
5/8" x 3/4" 3/4" & 1" METER INSTALLATION - Z
' Figure 5 FIRE HYDRANT ASSEMBLY Figure 1516" 0 w
Figure DETAIL SECTION A -A V Q
Z Z>
Q
y NOTES:
v * * Street approach some A. USE A TELESCOPE VALVE BOX. � W Q F-
(Radius n la as v A surfacing as mainline B. THIS ARRANGEMENT TO BE UTILIZED WHEIN THE rr ^^^ > 0 Q • (7
Lo
(Radius to be as CLEANOUT IS LOCATED IN ATRAVELWAY. V Q Z H D
CC-12A shown on plans) � � roadway
Z UHN fY
I 7" WHERE STD. CG-3 OR A 4( Z J W 2 �_ G. Z M
shown on plans) 2 0' Z> Q W Q m
Q CG-7 IS USED. L B HEAVY-DUTY SANITARY LATERAL CLEANOUT D 0} a Z J Z) 01
8'-0" 4'-0' St'd CG-12 RUd�alandmbutter n Not to Scale Z Z Z Z U CO O I
1 /?�_( St'd. CG 6) Q a " Z 0- Z
4 0° 9 ` 6 1 :1' UJ �QW UIOZUZ�
STD. CG-2 6 12:1 MAX. 48:1 MAX. I' I I Class A3 \ 8 < 7 d W g W U U_ _
_ °°� •. OR CG-6 4' Sidewalk O I I* (H.E.S.) ° n ..< ° Z <Y 0 (� OJ . J _0 V,
8 ° C3 20: UJ
° 6" Concrete _
° 3° 5' MIN ----- Tu) Iloptional Flow Lin 6 ` Q F U U 0 Q o
I -0 I — (D
/� I�� U z- U J� 0
0:1 MAX. Expansion Joint o I p SECTION \i—C Z m • Z U O U� r.
SECTION A —A ~ I Expansion Joint � Z = � - W �
WQZ J N H
A 8" 3000 PSI LU d F Z W
A — — CONCRETE W U) Ur W 0 O W o
�5 DOWELS, 8" LONG Note: Width "B" 2'-0"or as Mainline roadway 'a � � 0 • W U =
12" C-C ® Construct Grade changes with a parabolic curve. W/MESH a W J � (7 U
5'-0" MIN. 3'-0" 5'-0" MIN. PERMISSIBLE shown on typical section. • ° U
SLOPE 10:1 CONSTRUCTION JOINT PLAN VIEW Q I Z Z
MIN. PERMISSIBLE MAXIMUM When the entrance radii cannot accommodate 4" 21 -B BASE STONE U 3
CONSTRUCTION JOINT the turning requirements of anticipated heavy Z Z
truck traffic, the depth for sidewalk & curb _ > Q >
10' Parabolic Curve ramps within the limits of the radii should be �y > m
Edge of Shoulder 8 % Max. DD increased to 7". LL J O
or Optional Flow Lin o DUMPSTER PAD SECTIION
cvZ B SECTION B-B p Slope Chang D When St'd. CC-11 is used for entrances built Q •
I8' °o ° Mainline Roadway in conjunction with VDOT projects, please NOT TO SCALE N
y 6° ° ° Sloe Change - D note the following:
LIMITS OF EXPOSED AGGREGATE SIDEWALK p g �- ** Mainline pavement shall be constructed 2" SM-12.5A
40' Min. for Street Connection D to the R/W line (except any subgrade
9(p ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS stabilization required for mainline OLTH op
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 20' Desirable for Commercial Entr. pavement which can be omitted in
A PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 5' Min. the entrance.)3" BM-25.0
TANGENT PLAN `�
FACILITY THAT CAN BE APPROACHED, ENTERED AND 7`
USED BY PERSONS WITH MOBILITY IMPAIRMENTS. SECTION A —A ® Radical curb or combination curb
n.
—.0
and gutter shall not be
Guidelines for Grade Change D constructed beyond the R/W line o 0 0 0 0 0 0 0 o UDENNIE D. DUNLAP III>
i except for replacement purposes. 8" 21 -B COMPACTED No. 035809
95% STANDARD o 0 0 0 0 0 0 0 0
-� When used in conjunction with Standard PROCTOR DENSITY
-_ NOTES Entrance Volume Desirable Maximum f � 't 12 r /0 3
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 48 WIDE CG-3 or CG-7, the curb face on this .�
G� a ( ) High (more than 1500 VPD) 0% 3% Standard is to be adjusted to match
CROSSWALK CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET f ENTRANCE &SITE PAVEMENT Io
Medium (500-1500 VPD) _3% 6% the mountable curb configuration. IVAL
FOR ALTERATIONS. Low (less than 500 VPD) �6% 8% SECTION(CBR=6)
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL See Standard CG-12 for Curb Ramp design
DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE to be used with this Standard. NOT TO SCALE PROFESSIONAL SEAL
l PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE �G Plans are to indicate when construction
FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. METHOD OF TREATMENT- CONNECTION of a flow line is required to provide
(I CROSSWALK II II CROSSWALK II SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING posiltive drainage accross the entrance.
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. FOR STREET INTERSECTIONS AND
TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED portion
Optional flo gutter
may require warping of a N
TYPICAL PLACEMENT COMMERCIAL ENTRANCES portion of gutter to preclude ponding of water. LL
AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL Q
AT INTERSECTION BE CLASS A-4. VIRGINIA DEPARTMENT Q
WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP of > —
(WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2 ". TRANSPORTATION Q
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT Z Z F_
CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. f
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT Vr Y O
FOR CURB/CURB AND GUTTER. J Q
4" 2" Radius
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS W 0' U
TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. �
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. Z o W
t� THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF Z 0 Ln W O
WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, -' W 0 �
PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS - INSTALL 12" OF 21 -B BEHIND w W p LL Q
OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. ° •, a CURB AND COVER WITH 3" OF ZLLJ F- Z � `
s 4- . ° .. ° e a TOPSOIL AND GRASS SEED v U_ Q U
DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. _ ,. ° m 2y,_5% (MATCH GRADE) O O (n -
SPECIFICATION ° -o -------------
-4' ° d° n
PERPENDICULAR CURB RAMP REFERENCE
(ACCESS FOR MOBILITY IMPAIRMENTS) 105 <� CG-6 Z N af
Q
REV. 7/01 N
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 The bottom of the curb and gutter may be � W W
constructed parallel to the slope of sub- 12 SEE ENTRANCE 12' TAPER EXISTING LANE 10. 0 _>I -
This area may be concrete at 6" 2'-0" surface courses provided a minimum depth of D PAVEMENT Q � L U
the option of the contractor. 7" is maintained. Q 2 SECTION ABOVE a- 0 1 .
LL
Note: Comb. curb & gutter having a radius of 300 ft. o _
This curb is to be used when design or less (along face of curb) shall be paid for as radial o n W
speed is 40 MPH or less on rural combination curb & gutter. o N NOTE: VDOT FIELD INSPECTOR WILL
highways and 45 MPH or less in APPROVE CG-11 ENTRANCE
developed urban and suburban areas. This item may be precast or cast in place. BEFORE CONSTRUCTION
Concrete to precast.
Glass A3 if cast in place, HALF TYPICAL SECTION OF ENTRANCE
4000 PSI if precast.
NOT TO SCALE D ra W I rl g
COMBINATION 6" CURB & GUTTER(CG-6)
Number:
VIRGINIA DEPARTMENT
of C-9
TRANSPORTATION