HomeMy WebLinkAbout22-03 Quick Stop (New Entrance) - Stonewall - BackfileF-1,,0510N ANI2 5rl2IMF_N1" CON1120L- N011%5
ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be
constructed and maintained according to minimum standards and specifications of the Virginia Erosion and
giment ntrol Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
Regulations.
ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one
week prior to the commencement of land disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior to or as first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all
times.
ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans, (including,
but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion
control plan to the owner for review and approval by the plan approving authority.
ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to
prevent erosion and sedimentation as determined by the plan approving authority.
ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land
disturbing activities and during site development until final stabilization is achieved.
ES-8: During dewatering operations, water will be pumped into approved filtering device.
ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing
rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices
shall be made immediately.
V1. 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
SHAH GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH
RULES & REGULATIONS.
V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL,
WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH
THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL.
FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
ACCORDANCE WITH VDOT°S JANUARY, 1994 (OR LATEST EDITION OF)
ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C.
V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
DEEMED NECESSARY BY VDOT.
V5. 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.
V6. 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.
V7. 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.
V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE
ACCESS TO THE PROJECT FROM THE ADJACENT PUBUC ROADWAY THROUGH
CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36' COVER AND, WHEN
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
5UPVF-Y N011;5
2. ELEVATIONS ARE ASSUMED DATUM. INTERVAL IS 1 FOOT.
f\�
LEONARD EWS (804) 550-3370
ALSON SMITH (540) 662-7374
ENGINEERING FIRM:
ARTZ & ASSOCIATES, PLC (540) 667-3233
ZONING ENFORCEMENT.
DEPARTMENT OF PLANNING (540) 665-5651
SITE INSPECTIONS:
DEPARTMENT OF INSPECTIONS (540) 665-5650
EROSION AND SEDIMENT CONTROLDEPARTMENT OF PUBLIC WORKS (540) 665-5643
TELEPHONE: VERIZON (301) 954-6282
ELECTRIC: ALLEGHENY POWER (800) 654-3317
GAS: SHENANDOAH GAS COMPANY (540) 869-1111
MISS UTILITY: 1-800-257-7777
SELECT MINIMUM STANDARDS
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 for longer
than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for
more that one year.
During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected
with sediment trapping measures. The applicant is responsible for the temporary protection and
permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally
transported from the project site.
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.
Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
immediately after installation.
Underground utility lines shall be installed in accordance with the following standards in addition to
other applicable criteria:
-No more than 500 linear feet of trench may be opened at one time.
-Excavated material shall be placed on the uphill side of the trench.
-Flow from dewatering operations shall be filtered or passed through an
approved sediment trapping divide or both, and discharged in a manner that
does not adversely affect flowing streams or off -site property.
-Material used for back filling trenches shall be properly compacted in order
to minimize erosion and promote stabilization.
-Restabilization shall be accomplished in accordance with the regulations.
-Applicable safety regulations shall be complied with.
Where construction vehicles access routed intersect paved or 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 paved or public road surface, the road surface 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. This provision shall apply to individual development lots as well as to
larger land -disturbing activities.
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 authority. Trapped sediment and the disturbed soil areas resulting from the
disposition of temporary measures shall be permanently stabilized to prevent further erosion and
sedimentation.
N01F-5
1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
IN A PUBUC RIGHT OF WAY.
2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST
BE ADHERED TO WHEN WORKING IN A PUBUC RIGHT OF WAY.
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
PUBUC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND
LEAVING THE SITE.
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
TO ORIGINAL CONDITIONS.
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE ' WITH
THE `VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION
3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
OF THE PROJECT.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE
OF THIS SITE.
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND
GUIDELINES SET FORTH BY OSHA AND VOSH.
9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540)
667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND
EXISTING SITE CONDITIONS.
10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
UTILITIES REQUIRED BY THIS SITE PLAN.
11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE
PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION.
12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95%
DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698,
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND
APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL
SUPERSEDES THIS `NOTE IF PROVIDED.
13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN.
14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND
COORDINATE THE WORK WITH PUBLIC WORKS.
15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE.
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
EACH WORK DAY.
16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE
CONSTRUCTION PROCESS.
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
EXCAVATION WITH EASEMENTS.
18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION.
0
►,
TOTAL AREA OF SITE:
CURRENT ZONING:
CURRENT USE:
PROPOSED USE:
BUILDING HEIGHT ALLOWED:
BUILDING HEIGHT PROPOSED:
F.A. R. :
BUILDING SETBACK REOUIREMENTS
FRONT:
LEFT:
RIGHT:
REAR:
BUILDING SETBACKS PROPOSED
FRONT:
LEFT:
RIGHT:
REAR:
D
W 5 1
,�
VICINITY MAP
1 "_ 500'
0.256 ACRES
M1
VACANT
COMMERCIAL ENTRANCE
35' MAX.
N/A
N/A
M1
75'
25'
25'
25'
N/A
N/A
N/A
N/A
25% REQUIRED (0.256 * 0.25 =) 0.064 AC.
83% PROVIDED (0.255/0.256) 0.213 AC.
AADT = 650*
*ESTIMATED FROM ITE TRIP GENERATION MANUAL, 6TH ED.
LAND USE = GASOLINE/SERVICE STA. WITH CONVEN. MRKT (845)
WEEKDAY TRIPS PER FUELING POSITION = 162.78
# FUELING POSITIONS = 4
AADT = 162.78 * 4 - 650
PROJECT:
SITE INFORMATION: ADJACENT TO QUICK STOP
ADDRESS: 1518 MARTINSBURG PIKE
TM #43 - ((A)) - 45
ZONED: B2
DEED BOOK 611, PG 724
I7al��i1��1
OWNER:
QUICK STOP MOBIL
GREGORY H. THROCKMORTON
PO BOX 3567
WINCHESTER, VA 22604
(540) 247-9400
• . 0
SEAL AND SIGNATURE
0
T H OF
v MICHAEL M. ARTZ y
No. 1513
//5fn�
14,0 SURVE'f 0. 0
THESE PLANS ARE IN CONFORMANCE WITH COUNTY
OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
r i � � � ,•. �•rri �
FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL
ZONING ADMINISTRATOR
THIS SITE PLAN IS VALID FOR (5) FIVE
YEARS FROM THIS DATE OF APPROVAL
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CHECKED BY: MMA
APRIL 22, 2003
FILE # 20379
SHEET 1 OF 4
EXIST. DI
TOP = 699.54
INV. IN = 693.94
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TOP = 699.47
INV = 694.21
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No. 1513 /L
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CHECKED BY: MMA
APRIL 22, 2003
SCALE 1" = 20'
SHEET 2 OF 4
LEGEND
v v
A A SILT FENCE (STD> & SPEC. 3.05)
CE CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02)
x55.5
DRAINAGE FLOW ARROWS
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXIST. ENTRANCE
Z
SIGN
x
SF
16F
700.05
TO
MU
EXIST. GRATE ;INLET Ps
TOP = 698:'07
INV. IN 694.47
00.50
V, INV. OUT 94.37
N
C I D
7 0. 00.
O'L=46.00'
n
R-75.00'
\ `'\ /j !'- A=35*08'28*
C LEN=45.28'
BRG=N 1,Tl2'11*
zy
PROPOSED
STOP SIGN
700.47
I?
700
00 E
\ /` �,G9� \� EXIST. GRATE LET
00, TO BE REMOV
A\
00-
TOPSOILING (STD> & SPEC. 3.30)
PERMANENT SEEDING (STD. & SPEC. 3.32)
MULCHING (STD. & SPEC. 3.35)
STORM DRAIN INLET PROTECTION (STD. & SPEC. 3.07)
X,
FUELING STATION
CANOPY
PLACE
BOLLARDS TO
99.03 PROTECT
KEROSENE
PUMP EXIST.
KEROSENE
PUMP
99.70 L=69.07'
R=75.00'
A=5T46'08"
C LEN=66.66'
BRG=N 2Z01'01" E
,.SF 'f \\
700.48
4,
%
TO 4,�
y
o m u \
us
PS
700 5
C 10+7! 1
0.256 AC
COMM. OF VA.
7 .40
`VDOT OFFSET MH OVER WATERLINE
EXIST, TOP = 697.69
OPOSED. TOP = 699.66
CO ECT DI-38 TO MANHOLE
32' 15" RCP 0 :'-2.03%
INV. I = 694.95
INSTALL DI-38
691
1A 699.50
I�NV.o
REPLACE "EXISTING _Dk-
L = 6
WITH NEW MANHOLE. N /6 Z INVERT TO MATCH�,,,, 14:16-
TING. I p 110.67'
ct C,9.-C
vo
SP
NOTES:
O
1. PLACEMENT OF CG-12 CURB
RAMPS AT ENTRANCE MAY BE
REQUIRED. CONTRACTOR MUST
CONSULT VDOT AS TO INCLUSION AND
LOCATION.
2. CURB SPOT -ELEVATIONS ARE FOR
TOP -OF -CURB UNLESS OTHERWISE
NOTED OR SHOWN.
EXIST. QUICK STOP
CONVENIENCE STORE
43-A-45
QUICK STOP MOBIL
611/724
H or
MICHAEL M. ARTZ-P,
No. 151
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CHECKED BY: MMA
APRIL 22, 2003
SCALE 1 it = 20'
SHEET 3 OF 4
- -
TEMPORARY
CONSTRUCTION ENTRANCE SILT FENCE
NOTE,POST SPACING
SHALL NOT . •
70' MIN. - EXIST] CENTER TO CENTER
NG
Af 0
6' IN.J *W- PAVEMENT 34' MINIMUM
FILTER CLOTH t AT
SIDE ELEVATION
EXISTING GROUND
70' MIN.
/-WASHRACK
B I (OPTIONAL)
III .•':: �I•;•�;• •�
•r�
• 1
1 1
FILTER CLOTH
-/ SECTION A -A
REINFORCED CONCRETE
ri�z,A]
703
702
701
700
SECTION B-B
MOUNTABLE BERM
(OPTIONAL)
110,
MIN
PAVEMENT
10' MIN.
3" MIN.
- 3" MIN.
DRAIN SPACE
GROUND
SURFACE
FLOIf 73�6"MINIMUM
21/2• DIAMETER FLOW
GALVANIZED CHAIN LINK FENCE
OR ALUMINUM WITH 1 LAYER OF 8' MINIMUM
POSTS FILTER CLOTH
CHAIN LINK FENCING -may
FLOW _ � fjI TER CLOTH 34' MINIMUM
-- 16' MIN. 1ST LAYER OF
EMBED FILTER CLOTH 8'- FILTER CLOTH
MINIMUM INTO GROUND
NIF MULTIPLE LAYERS ARE RSF
REQUIRED TO ATTAIN 42'
Construction Specifications
1. Fencing shall be 42" in height and constructed in accordance with the
latest VOOT Details for Chain Link Fencing. The specification
for a 6' fence shall be used, substituting 42" fabric and 6' length
posts.
2. Chain link fence shall be fastened securely to the fenc posts with wire ties.
The lower tension wire, brace and truss rods, drive anchors and post caps are not
required except on the ends of the fence.
3. Fllter cloth shall be fastened securely to the chain link fence with ties spaced
every 24" at the top and mid section.
4. Filter cloth shall be embedded a minimum of 8" into the ground.
5. When two sections of filter cloth adjoin each other, they shall be overlapped
by 6" and folded.
6. Maintenance shall be performed as needed and silt buildups removed when "bulges"
develop in the silt fence, or when silt reaches 50% of fence height
7. Filter cloth shall be fastened securely to each fence post with wire ties or
staples at top and mid section and shall meet the following requirements for
Geotextile Class F:
Tensile Strength 50 lbs/In (min.) Test: MSMT 509
Tensile Modulus 20 lbs/in (min.) Test: MSMT 509
Flow Rate 0.3 gal/ft l/minute (max.) Test: MSMT 322
Filtering Efficiency 75% (min.) Test: MSMT 322
STORM DRAIN 3.07-8
I N LET PROTECTION IP - m
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
_ CURB INLET
i
ail
WIRE SCREEN
GRAVEL FILTER
RUNOFF
WATER WITH OVERFLOW
SEDIMENT
WIRE SCREEN
7CONCRETE BLOCK
FILTERED WATER
L�- CURB INLET
2" X 4" WOOD STUD
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
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ENTRANCE ROADWAY PROFILE
1 1 +50
704
703
702
701
700
Re He
`'911161
Worksheet for Curb Inlet 1A
Input Data:
Discharge
0.65 cfs
Efficiency
1.00
Slope
2.00%
Gutter Width
2.00 ft
Gutter Cross Slope
8.33%
Road Cross Slope
2.00%
Mannings Coefficient
0.016
Local Depression
2.0 in
Local Depression Width
2.00 ft
Results:
Curb Opening Length
5.39 ft
Intercepted Flow
0.65 cfs
Bypass Flow
0.00 cfs
Spread
2.86 ft
Depth
0.18 ft
Flow Area
0.2 ft2
Gutter Depression
1.5 in
Total Depression
3.5 1n
Velocity
3.12 ft/s
Equivalent Cross Slope
16.6667%
Length Factor
0.99
Total Interception Length
5.42 ft
4"1271
11-ISURFACE
CLASS A3
-25.0 ASPHALT BASE
CONCRETE
�.
21A STONE SUBBASE
SUBGRADE
6" 24"
6" 21A
STONE BASE
UNDERCOMPACTED
CG-6("CURB
i
PAVING DETAIL
NOT TO SCALE
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
Plantinq_Qgte S_, 2ecie abs.,lacre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum) 50 - 100
Cereal (Winter) R e
r
Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100
(Lolium multi-florum)
May 1 - Aug. 31 German Millet 50
(Setario italica)
0I.3A.38,3C
-FOR DFTAII S OF IA➢ FT
TABLE 3.35-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
MULCHES:
NOTES:
Per Acre
Per s .
Straw or Hay
1J - 2 tons
70 - 90 lbs.
Free from weeds and coarse
(Minimum 2
matter. Must be anchored.
tons for
Spread with mulch blower
winter cover)
or by hand.
Fiber Mulch
Minimum
35 lbs.
Do not use as mulch for
1500 lbs.
winter cover or during hot,
dry periods. Apply as
slurry.
Com Stalks
4-6 tons
185 - 275 lbs.
Cut or shread in 4-6
lengths. Air-dried. Do not
use in fine turf areas. Apply
with mulch blower or by
hand.
Wood Chips
4-6 tons
186 - 275 lbs.
Free of coarse matter. Air-
dried. Treat with 12 lbs
nitrogen per ton. Do not
use in fine turf areas. Apply
with mulch blower, chip
handler, or by hand.
Bark Chips
50 - 70 cu.
1-2 cu. Yds.
Free of coarse matter. Air -
or
Yds.
dried. Do not use in fine
Shredded
turf areas. Apply with
Bark
mulch blower, chip handler,
-or b hand.
*When fiber mulch is the onr available mulch during periods when straw
should be used, apply at a minimum rate of 2000 lbs./ac. Or 45 lbs.1100 sq .ft.
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Minimum Care Lawn
Total Lbs.
per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegross*
0-1070
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties
of bluegrass from approved list for use in Virginia. 125 lbs.
General Slope 13:1 or less
- Kentucky 31 Fescue
128 lbs.
- Red Top Gross
2 lbs.
- Seasonal Nurse Crop**
20 lbs•
Low -Maintenance Slope(, teeper than 3:1)
150 lbs.
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch***
20 lbs
150 lbs.
* Perennial Ryegrass will germinate faster and at lower soil temperatures
than fescue, thereby providing cover and erosion resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May 15th ...........................
Annual Rye
May 16th through August 15th ........................
Foxtoil Millet
August 16th through September, October .........
Annual Rye
November through February ................................
Winter Rye
*** If flat pea 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
10-20 lbs./acre in mixes.
EXPANSION KEYED
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2' 10" WARPED
2'-0" 8' 8'• 3'-0" 2" GUTTER
APPROACH
BARS A
s I GUTTER
BARS '
- I _-- - BARS F BARS E L>- B c�
1 1
' *3" DIAMETER BARS E
WEEP HOLE FRONT ELEVATION BARS B
I BARS F 8" t'-8" 8"
----- -a ---� (GUTTER REMOVED) , 3' -01
A,.� Li• A 8„ 5X'/," BENT PLATE SECTION B-B
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TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2'/2"x21// 'X'/�"
TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. GALVANIZED
TYPE A TYPE B /2'X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT T C-C.
CONNECTORS AND iS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C.
01-3A , L DI 38 L 01-3C L A'PR. PAVEMENT
WARPED PAVEMENT
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FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WiTHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL SHEET t OF 2
STANDARD CURB DROP INLET SK`REFlEREf+CfgNCE
12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233
104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
�? EP�-f H OF
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GENERAL EROSION AND SEDIMENT CONTROL NOTE S
SELECT MINIMUM STANDARDS
399- 427
ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be
Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after
constructed and maintained according to minimum standards and specifications of the Virginia Erosion and
Control Handbook Regulations
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 but will remain dormant for longer
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Sediment and Virginia VR 625-02-00 Erosion and Sediment Control
grade
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Regulations.
than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for
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ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one
more that one year.
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week prior to the commencement of land disturbing activity, and one week prior to the final inspection.
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During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected
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ES-3: All erosion and sediment control measures are to be placed prior to or as first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all
with sediment trapping measures. The applicant is responsible for the temporary protection and,
permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally
transported from the project site.
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times.
Sediment basins and ' traps, perimeter dikes, sediment barriers and other measures' intended to trap
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ES-5: Prior to commencingland disturbing activities in areas other than indicated on these plans, (including,
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sediment shall be constructed as a first step in any land disturbing activity and shall be made
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but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion
functional before upslope land disturbance takes place.
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control plan to the owner for review and approval by the plan approving authority.
Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
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ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to
immediately after installation.
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prevent erosion and sedimentation as determined by the plan approving authority.
Underground lines be installed in the following in to
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ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land
utility shall accordance with standards addition
other applicable criteria:
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disturbing activities and during site development until final stabilization is achieved.
-No more than 500 linear feet of trench may be opened at one time,
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ES-8: During dewatering operations, water will be pumped into approved filtering device..
-Excavated material shall be placed on the uphill side of the trench.
-Flow from dewatering operations shall be filtered or passed through an
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ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing
rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices
approved sediment 'trapping divide or both, and discharged in a manner that
does not adversely, affect flowing streams or off -site property.
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shall be made immediately.
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-Material used for back fillip trenches shall be roe compacted in order
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-Restabilization shall be accomplished in accordance with the regulations.
-Applicable be
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safety regulations shall complied with.
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Where construction vehicles access routed intersect paved or public roads, provisions shall be made
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to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment
is transported a the be thoroughly
7 38
onto paved or public road surface, road surface shall cleaned at
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the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and
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V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
transported to a sediment control disposal area. Street washing shall be allowed only after sediment
is removed in this manner. This provision shall apply to individual development lots as well as to
VICINITY MAP
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD
larger land -disturbing activities.
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AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND
1 "__ 500'
SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR
LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY
All temporary erosion and sediment control measures shall be removed ,within 30 days after final site
OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
stabilization or after the temporary measures are no longer needed, unless otherwise authorized by
the local program authority. Trapped sediment and the disturbed soil areas resulting from the
PROJECT DATA:
SHALL GOVERN.
V2. ALL CONSTRUC11ON SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT
disposition of temporary measures shall be permanently stabilized to prevent further erosion and
PROJECT:
OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH
sedimentation.
RULES & REGULATIONS.
V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL,
WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH
TOTAL AREA OF SITE: 0.256 ACRES
UICK STOP
NOT-F-5
CURRENT ZONING: M1
THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL.
FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
CURRENT USE: VACANT
PROPOSED USE: COMMERCIAL ENTRANCE
1. PERMITS MUST REISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION
ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF)
IN A PUBLIC RIGHT OF WAY.
2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST
BUILDING HEIGHT ALLOWED: 35' MAX.
SITE' INFORMATION: ADJACENT TO QUICK STOP
ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C.
V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION,
BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY.
BUILDING HEIGHT PROPOSED: N/A
F.A.R.: N/A
ADDRESS: 1518 MARTINSBURG PIKE
CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS
3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE
PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND
TM #43 - ((A)) - 45
DEEMED NECESSARY BY VDOT.
V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE
LEAVING THE SITE. ` i
BUILDING SETBACK REQUIREMENTS M1doe
FRONT: 75'
ZONED: B2
C)
FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY
4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS
LEFT: 25'
DEED BOOK 611, PG 724
¢
1-:--
WORK ON VDOT RIGHT OF WAY.
AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE
THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED
RIGHT: 25
E-+
V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
TO ORIGINAL CONDITIONS.
25
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PRECDNSTRUCTION CONFERENCE MUST BE .ARRANGED AND HELD BY THE
AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR,
5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH
BUILDING SETBACKS PROPOSED
DEVELOPER:
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ENGINEER
VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO
THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION
3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION
FRONT: N/A
LEFT: N/A
QUICK STOP MOBIL
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INITIATION OF WORK.
OF THE PROJECT.
RIGHT: N/A
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V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE
REAR: N/A
GREGORY H. THROCKMORTON
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WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME.
VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION.
OF THIS SITE.
PO BOX 3567
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V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND
DISTURBANCE PERMITS PRIOR TO CONSTRUCTION.
WINCHESTER VA 22604
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ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH
CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND
GREEN SPACE CALCULATIONS
( 540 247-9400
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ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK,
SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED
GUIDELINES SET FORTH BY OSHA AND VOSH.
9. THE CONTRACTOR ,WILL N011FY ARTZ AND ASSOCIATES AT (540)
25% REQUIRED (0.256 * 0.25 =) 0.064 AC.
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BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND
83% PROVIDED 0.255 0.256 0.213 AC.
( / )
OWNER:
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V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND
EXISTING SITE CONDITIONS.
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MAINTAINED ON THE SITE DURING AND AT THE .END OF CONSTRUCTION.
10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY
COMMONWEALTH OF VIRGINIA
V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
UTILITIES REQUIRED BY THIS SITE PLAN.
RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36* COVER AND, WHEN
11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE
TRAFFIC DATA
V.D.O.T. LANDS ACQUIRED FROM
POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES.
PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION.
12. ALL CONTROLLEDFILL MUST BE COMPACTED TO A MINIMUM OF 95%
TENNECO DURING RTE 371998 RECONSTRUCTION
DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698,
AADT = 650*
AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER
BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND
*ESTIMATED FROM ITE TRIP GENERATION MANUAL, 6TH ED.
APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL
LAND USE = GASOLINE/SERVICE STA. WITH CONVEN. MRKT (845)
SUPERSEDES THIS NOTE IF PROVIDED.
WEEKDAY TRIPS PER FUELING POSITION = 162.78
SEAL AND SIGNATURE r-
13. THE CONTRACTOR; IS RESPONSIBLE FOR CONTACTING MISS UTILITY
PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE
# FUELING POSITIONS = 4
AADT = 162.78 * 4 - 650
APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN.
PLtH OF
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14. ANY WATER AND :SANITARY SEWER CONSTRUCTION, MODIFICATION, OR
REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND
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SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC
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WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND
0 MICHAEL M. ARTZ
COORDINATE THE WORK WITH PUBLIC WORKS.
15. THE CONTRACTOR WILL CONTAIN ALL UTTER AND DEBRIS ON SITE.
Z No. 1513
S�D�
THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF
EACH WORK DAY. '
16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE
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5Uf_,VF_Y N01r__5
CONSTRUCTION PROCESS.
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1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A
17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO
THESE PLANS ARE IN CONFORMANCE WITH COUNTY
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FIELD RUN SURVEY PERFORMED BY ARTZ & ASSOCIATES.
EXCAVATION WITH EASEMENTS.
OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
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18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT
WILL BE LEFT FOR, MORE THAN THIRTY DAYS FOR SOIL STABILIZATION.
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
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2. ELEVATIONS ARE ASSUMED DATUM. INTERVAL IS 1 FOOT.
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
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FREDERICK COUNTY PUBLIC WORKS APPROVAL
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ELLIS SELF STORAGE:
LEONARD EWS (804) 550-3370
ALSON SMITH (540) 662-7374
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DIRECTOR DATE
ENGINEERING FIRM:
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FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL
ARTZ & ASSOCIATES, PLC (540) 667-3233
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ZONING ENFORCEMENT:
DEPARTMENT OF PLANNING (540) 665-5651
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SITE INSPECTIONS:
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DEPARTMENT OF INSPECTIONS (540) 665-5650
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EROSION AND SEDIMENT CONTROLFREDERICK
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COUNTY ZONING APPROVAL
DEPARTMENT OF PUBLIC WORKS (540) 665-5643
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TELEPHONE: VERIZON (301) 954-6282
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CHECKED BY: MMA Far�4
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ELECTRIC: ALLEGHENY POWER (800) 654-3317
- _
ZONING ADMINISTRATOR DATE
APRIL 22, 2003
GAS: SHENANDOAH GAS COMPANY (540) 869-1111
FILE # 20379
MISS UTILITY: 1-800-257-7777
THIS SITE PLAN IS VALID FOR 5 FIVE
YEARS FROM THIS DATE OF APPROVAL
SHEET 1 OF 4
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EXIST. ATE INLET �� \ � \'
TOP 698.07 �'•
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INV. IN = 694.47
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INV. OUT = 694.54,'
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INV. IN = 693.94LL-
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CHECKED BY: MMA
APRIL 22, 2003
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SCALE 1" = 20'
SHEET
2 OF 4
LEGEND
—3f—A SILT FENCE (STD> & SPEC. 3.05)
CE CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02)
DRAINAGE FLOW ARROWS
EXISTING CONTOUR
PROPOSED CONTOUR
x
EXIST. DI
TOP = 699.54
INV. IN = 693.94
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KEROSENE PUMPEXIST. QUICK STOP
700.05 \\\ J � `',\ /% CONVENIENCE STORE
L=69.07'
R=75.00'
A=5746'08"
C LEN=66.66'
BRG=N 22'01'01 " E
EXIST. GRATE LET VDOT OFFSET MH OVER WATERLINE'
pp-T �70, BE REMOI
V /s �XIST, TOP = 697.69 \ {
qci Tqy >- OPOSED TOP = 699.66 �~
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`Gp�S �� v CO ECT DI-3B TO MANHOLE
p' \� 32' 15" RCP @ :'-2.03%
INV. 1 = 694.95 \
INSTALL DI-38699.50
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4 REPLACE EXISTING DI- `
WITH NEW MANHOLE. `` _ N >>. \
INVERT TO MATCH .. p , ,�, `��4�6' w \
1` / EXISTING. -- _ 11067'Yi
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TO TOPSOILING (STD> & SPEC. 3.30)
PS PERMANENT SEEDING (STD. & SPEC. 3.32)
MU MULCHING (STD. & SPEC. 3.35)
�P STORM DRAIN INLET PROTECTION (STD. & SPEC. 3.07)
NOTES
1. PLACEMENT OF CG-12 CURB
RAMPS AT ENTRANCE MAY BE
REQUIRED. CONTRACTOR MUST
CONSULT VDOT AS TO INCLUSION AND
LOCATION.
2. CURB SPOT -ELEVATIONS ARE FOR
TOP -OF -CURB UNLESS OTHERWISE
NOTED OR SHOWN.
MICHAEL M. ARTZ
No. 151
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CHECKED BY: MMA
APRIL 22, 2003
SCALE 1') = 20'
x55.5
PROPOSED SPOT ELEVATION
SHEET 3 OF 4
TEMPORARY STONE 3.02-1
CONSTRUCTION ENTRANCE �E
70' MIN. 5:1
6" MIN. j A 0.3' EXISTING
1 PAVEMENT
FILTER CLOTH T AT
SIDE ELEVATION
EXISTING GROUND
70' MIN.
WASHRACK
B (OPTIONAL)
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FILTER CLOTH
SECTION A --A
-*---- 6' - 7"
REINFORCED CONCRETE
704
703
702
701
• • •
697
SECTION B-B
MOUNTABLE BERM
(OPTIONAL)
10, MIN.
-EXISTING
PAVEMENT
10' MIN.
3" MIN.
3" MIN.
DRAIN SPACE
SUPER SILT FENCE
NOTE, FENCE POST SPACING
SHALL NOT EXCEED 10' 10' MAXI"__1
0ENTER TO CENTER -
34' MINIMUM
GROUND
SURFACE %
FLOP 36' MINIMUM
21/2' DIAMETER FLOW
GALVANIZED CHAIN LINK FENCE
OR ALUMINUM WITH 1 LAYER OF 8' MINIMUM
POSTS FILTER CLOTH
CHAIN LINK FENCING
FLOW _FiTER CLOTH 34' MINIMUM
16' MIN. 1ST LAYER OF
EMBED FILTER CLOTH 8'- - FILTER CLOTH
MINIMUM INTO GROUND
W IF MULTIPLE LAYERS ARE RSF
REQUIRED TO ATTAIN 42'
Construction Specifications
1. Fencing shall be 42" in height and constructed in accordance with the
latest VDOT Details for Chain Link Fencing. The specification
for a 6' fence shall be used, substituting 42" fabric and 6' length
posts.
2. Chain link fence shall be fastened securely to the fence: posts with wire ties.
The lower tension wire, brace and truss rods, drive anchors and post caps are not
required except on the ends of the fence.
3. Filter cloth shall be fastened securely to the chain link fence with ties spaced
every 24" at the top and mid section.
4. Filter cloth shall be embedded a minimum of 8" into the ground.
5. When two sections of filter cloth adjoin each other, they shall be overtopped
by 6" and folded.
6. Maintenance shall be performed as needed and silt buildups removed when "bulges"
develop in the silt fence, or when silt reaches 50% of fence height
7. Filter cloth shall be fastened securely to each fence post with wire ties or
staples at top and mid section and shall meet the following requirements for
Geotextile Class F:
Tensile Strength 50 lbs/in (min.) Test: MSMT 509
Tensile Modulus 20 Ibs/in (min.) Test: MSMT 509
Flow Rate 0.3 gal/ft'/minute (max.) Test: MSMT 322
Filtering Efficiency 75X (min.) Test: MSMT 322
STORM DRAIN 3.07-8 IP
INLET PROTECTION
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
CURB INLET
SEDIMENT -�
WIRE SCREEN
1
nv
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�- CURB INLET
2" X 4" WOOD STUD
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
J.L3J% -4.yL%
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696 -2.00%
3.83%
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ENTRANCE ROADWAY PROFILE
1 1 +50
704
703
702
701
700
697
Worksheet for Curb Inlet 1A
Input Data:
Discharge
0.65 cfs
Efficiency
1.00
Slope
2.00%
Gutter Width
2.00 ft
Gutter Cross Slope
8.33%
Road Cross Slope
2.00%
Mannings Coefficient
0.016
Local Depression
2.0 in
Local Depression Width
2.00 ft
Results:
Curb Opening Length
5.39 ft
Intercepted Flow
0.65 cfs
Bypass Flow
0.00 cfs
Spread
2.86 ft
Depth
0.18 ft
Flow Area
0.2 ft2
Gutter Depression
1.5 in
Total Depression
3.5 in
Velocity
3.12 ft/s
Equivalent Cross Slope
16.6667%
Length Factor
0.99
Total Interception Length
5.42 ft
4"12"
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TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
Planting Dote Specie abs,la )
Sept. 1 - Feb. 15 50150 Mix of
Annual Ryegrass
(Lolium multi-florum) 50 - 100
&
Cereal (Winter) R e
r
Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100
(Lolium multi-florum )
May 1 - Aug. 31 German Millet 50
(,�etaria italica)
01-3A.38.3C
,
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TABLE 3.35-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
MULCHES:
NOTES:
Per ere
Per s .
Straw or Hay
1J - 2 tons
70 - 90 ibs.
Free from weeds and coarse
(Minimum 2
matter. Must be anchored.
tons for
Spread with mulch blower
winter cover
or b hand.
Fiber Mulch
Minimum
35 lbs.
Do not use as mulch for
1500 lbs.
winter cover or during hot,
dry periods. Apply as
slurry.
Corn Stalks
4-6 tons
185 - 275 lbs.
Cut or shread in 4-6
lengths. Air-dried. Do not
use in fine turf areas. Apply
with mulch blower or by
hand.
Wood Chips
4-6 tons
186 - 275 lbs.
Free of coarse matter. Air-
dried. Treat with 12 lbs
nitrogen per ton. Do not
use in fine turf areas. Apply
with mulch blower, chip
handler, or by hand.
Bark Chips
50 - 70 cu.
1-2 cu. Yds.
Free of coarse matter. Air -
or
Yds.
dried. Do not use in fine
Shredded
turf areas. Apply with
Bark
mulch blower, chip handler,
or by hand.
*When fiber mulch is the onr available mulch during periods when straw
should be used, apply at a minimum rate of 2000 lbs./ac. Or 45 lbs./100 sq .ft.
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn Per Acre
- Commercial or Residential 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-1009
- Improved Perennial Ryegrass* 0-107
- Kentucky Bluegrass 0-1090
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties
of bluegrass from approved list for use in Virginia. 125 lbs.
General SIo,2e (3:1 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
150 lbs.
Low -Maintenance Slope I�Steeper than 3:1)
- Kentucky 31 Fescue 108 Ibs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
- Crownvetch*** 20 ibs•
150 lbs.
* Perennial Ryegrass will germinate faster and at lower soil temperatures
than fescue, thereby providing cover and erosion resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May 15th .......................... Annual Rye
May 16th through August 15th ........................ Foxtail Millet
August 16th through September, October ......... Annual Rye
y
November through February ................................ Winter Rye
*** If flat pea 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
10-20 lbs./acre in mixes.
EXPANSION KEYED S
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BARS a APPROACH
GUTTER
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SECTION
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L-VARIABLE -MAX. 20' r
2'•10" WARPED
a GUTTER
B 3,.0., z„ BARS A �TTOAACH
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BARS--- .
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- ----- BARS F BARS E
*3" DIAMETER 00 BARS E
WEEP HOLE FRONT ELEVATION BARS B
BARS F
------ -' ---� (GUTTER REMOVED)
i
5X'/�" BENT PLATE SECTION B'B
NS ., • , N
X'
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG•7 STANDARDS. ;' ;'. l.2'/2"X2�/
TYPE 8 NOSE OETAIL SHALL BE USED WITH C13-2 STANDARDS. GALVANiD
TYPE A TYPE 8 ''/i'X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C.
CONNECTORS AND iS TO BE ANCHORED WITH '/2" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C.
APFR. PAVEMENT
0I-3A , _ LDI-3C L = 01-38 L ' I
WARPED PAVEMENT
---------------
FLOW FLOW
I I 1 _E1SZW 1•_0.,
of-� of DETA►L WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL SHEET 10F 2
STANDARD CURB DROP INLET SPECREFEERENCEKtiCE
12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233
104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
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MICHAEL M. ARTZ
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CHECKED BY: MMA
APRIL 22, 2003
SCALE 1" = 20'
SHEET 4 OF 4