HomeMy WebLinkAbout02-11 Lake Holiday - Southside Access Road - Gainesboro - Backfile"lea
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GENERAL
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION OF THE COMPLETED INSTALLATION OF THE
UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED,
SPECIFICATIONS FOR ALL. WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION,
VIRGINIA DEPARTMENT OF HEALTH, FREDERICK COUNTY AND THE CONTRACT DOCUMENTS.
2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES, HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN
THIS WORK,SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72
HOURS PRIORTO CONSTRUCTION. CALL "MISS UTILITY" 1-800-.552-7001.
ON H BE VERIFIED IN THE FIELD BY�EACH
E FOR L CONSTPIIGTION STAKEO
UT, ALL DIMENSIONS ELEVATIONS AND LOCATIONS S ALL ED TH
- BE RESPONSIBLE AL ,
CTOR SHALL
3. THE CONTRA
CONTRACTOR PRIOR TO BEGINNING THE WORK THE ENGINEER WILL APPROVE ALL CUT SHEETS.
H IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER
DURING THE COURSE OF THE WORKS ALL BEIM E
ENCOUNTERED
SUBSURFACE CONDITIONS
4, ANY UNUSUAL SU
5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.
AREA. ANY WORK PERFORMED OF SITE IS THE CONTRACTOR'S RESPONSIBILITY.
FI TO THE PROJECT A NF
TO BE CONFINED R
L GRADING IMPROVEMENTS 6. AL G
7. CUTSEE S SHALL U CONSTRUCTION.
H T LC BE SUBM(iTE D TO THE ENGINE
ER FOR APPROVAL PRIOR TO ORDERING STRUCTURES AND START OF AL
L CUTSHEETS SHOULD SHOW EXISTING GROUND
ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION.
8. THE APPROVAL OF THESE PLANS SHALL IN NO MAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS.
9. THE TRAFFIC COUNTS HAVE BEEN PROVIDED AS DETERMINED BY UEA USING ITE TRIP GENERATION.
10, PRIOR TO INITIATING GRADING OR OTHER ON -SITE ACTIVITIES ON ANY PORTION OF A LOT OR PARCEL ALL WETLAND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS AND
REGULATIONS SHALL HAVE BEEN OBTAINED.
11, ALL PROPOSED BUILDINGS ON SITE TO BE SPRINKLERED.
12, ALL UTILITIES MUST BE UNDERDROUND AND ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT-OF-WAYS.
13.ONLY OFFICE USES PERMITTED IN THE M1 DISTRICT UNDER THE FREDERICK COUNTY CODE SHALL BE PERMITTED.
14. ALL SIGNAGE SHALL CONFORM TO §165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE,
1. A LAND DISTURBANCE PERM€TWILLBE REQUIRED PRIOR TO -INITIATING ANY'S€TE WORK. THIS PERMIT CAN BE OBTAINED FROM THE FREDERICK COUNTY PLANNING AND
ZONING DEPARTMENT,
2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL
ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD.
3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS
ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE, NO AREA IS TO REMAIN
DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS,
4. CONTRACTOR TO CLEANUP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE -LAYING IN THE AFFECTED AREA.
5. ALL UNPAVEDAREASOF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALLBEPROVIDED WITH 6" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED.
SEEDBEDS TO BE WATERED AND CARED FOR ASNECESSARYTO PROVIDE AGOOD LAWN QUALITY GRASS COVER, AREAS NOT GRADED SHALL BE DISCED,LEVELED, AND SEEDED
TO ACHIEVE LAWN CONDITIONS.
FARE & RESCUE
1, BURNING OF LAND CLEARING DEBRIS REQUIRES A PERMIT FROM THE FIRE MARSHAL. BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED,
2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. TEMPORARY STREET SIGNS AND ADDRESSES MUST BE POSTED AS CONSTRUCTION
BEGINS. PARKED VEHICLES AND STAGING OF CONSTRUCTION MATERIALS ARE PROHIBITED WITHIN 2V OF FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME.
VIRGINIA DEPARTMENT OF TRANSPORTATION
V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND
BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS, IN
CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE -STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE -MOST STRINGENT SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL
SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.
V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOTS
WORK AREA PROTECTION MANUAL: FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 104.04(C) OF THE VDOT ROAD AND BRIDGE
SPECIFICATIONS.
V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC.,
OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN
CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY, VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY.
V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY
ADDITIONAL EXPENSE INCURRED AS ARESULT OF ANY FIELD REVISION' SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
V6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY.
V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL 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,
V8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL
RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS T 0 THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT
IS CONSTRUCTED AND MAINTAINEDIN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER
PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION, THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE
CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (VDCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL
DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION AND OPERATION, DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.
V10, CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE
INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS:
V12, ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER
AND APPROVED BY VDOT.
V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR
TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION, WHEN SOIL SAMPLES ARE SUBMITTED
TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING
SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITYISTORM SEWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL
MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY, AT
THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED
COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE.
V15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.
V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE
RESPONSIBILITY OF THE DEVELOPER.
V17. PRIOR TO VDOT ACCEPTANCE 'OF -ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VD07S
DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V18, THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR
MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND
TOTAL PRICES MAY BE OBSCURED.
V19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER, DENSITY WILL BE DETERMINED USING THE DENSITY
CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10, A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE
TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT
REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP.
V20. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING
THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS
SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE
CONSTRUCTION AND TESTING OF THE CONTROL STRIP.
V21, IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE
EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT
FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE
FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V22. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER.
V23. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDQT,
V24. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT`S INSTALLATION CRITERIA. FINAL
APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
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LAKE
HOLIDAY COUNTRY L , INC.
231 REDLAND ROAD
CROSS JUNCTION, VA 22626
540-888-3549
UTILITY CONTACTS
VERLZON SHENANDOAH OAS
141 RAINVLLLE RD 350 HILLANDALE LANE
PMP116 WINCHESTER, VA 22602
WINCHESTER,VA 22602 (540) 868-7911
ALLEGHENY POWER WINCHESTER CITY UTILITIES
3463 VALLEY PEKE CITY HALL.
WINCHESTER, VA 22602 15 N. CAMERON ST
(540) 722 5859 WINCHESTER, VA. 22601
(540) 661 1815
CALL 911
POLICE - F - RESCUE
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BOUNDARYINFORMATION PROVIDED
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WATED AUGUST 1, 2006
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12 Erosion & Sediment Control Plan
13 Erosion & Sediment Control Plan
14 Erosion & Sediment Control Deta0s,
RE�PONSIIBLE LAND DISTURBER
NAME
CERTIFICATION #
EXP. DATE
1. THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT
THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS,
2. NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH THE OWNER,
SITE CONTRACTOR, PUBLIC WORKS, & DESIGNER PRIOR TO COMMENCING ANY SITE WORK.
3. THE CONTRACTOR. WILL POSSESS A LAND DISTURBANCE PERMIT PRIOR TO ANY SITE WORK
OR CONSTRUCTION.
SITE PLAN VALID FOR. FIVE (5) YEARS FROM APPROVAL DATE
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Solve For; Iiea0v:r8ter EbeyaWn
Culvert Callculator Report
Avert i 2
Gwad Suarnary
AlkwabieI1Wrievaban
Compalo}o Headm tt:t Myetlon
inlet Cowal KIN Ektr.
OtiiAt Controt HIIN Elev,
D4:00 f[
153,83 It
b3.79 ft
53.69 tt
Hnad"lefC*PtilHe�qw
Discharge
Ta"ater Eievown
ContrW Type
O.e!
2.77 crrt
0.00 ft
Outlet Control
Grades
t3pstream Im"
Longt h
52.70 R
120,00 ft
Downstream irnert
Coristructod Slope
51.60 ft
0.010 M RM
Hydraulic PtDlFe
Protite
Slope Type
Flow Regime
Vol=* Downshawn
M2
idltd
Subcr tkei
4.15 fUs
Dam, Dowliatrearn
Norma! Depth
Critical Depth
Crdlral Slope
0.67 ft
0.84 11
0,87 ft
0.020058 ftM
Section Shape
SecWn Materiel
Saotton Size
NuntberSections
Crue
OMP
15 itch
I
MahnI s 6oaRcieni
Spun
Rise
024
1,25 It
1.25 €t
0110e1 Control Provertk*
MOO Control r•NEbv.
Ke
5&0z R
O.ild
Upstream Vamwiiew
Entrance Less
0.16 It
0.14 It
Not Control Propertiaa
inlet Control HWElev.
Intel Type
K
M
C
F'
53,75 It
t'eojrrathV
043400
t .6400ti
0.05M
®.84400
Fl!swControl
Ate& Full
HD5 6 Chart
HOS b Scala
"cation Form
Unsubmorged
1.2 fr
2
3
1 ilff
Solve For. Seedtir" Elevathrl
Culvert iCalculetar Report
Culiivert 3-4
Culvert Summary
Allowabfie HWSestsbon
Computed HeadwvfW Elavration
inlet Cantral HW SM,
Outset Control HW Elav,
56.00 R
64.26 ft
64.46 ft
54.26 ft
Headwaisiri DeptWeight
D10marge
Tallwiear Ekwation
ConW Type
t'm
6.90 ae•
0•00 R
Fntranan Control
Grades
Upsirearn Invert
Length
62.00 it
70.00 R
Ow Metrearn invert
Co"Ifuctied Slope
45.W ft
0,086714 ftAt
HydraAC Pro*
Proflia
Slope Type
Flow Regime
Velocity ❑ownstmam
S2
Steep
SuparcrItimil
9.68 ftts
Depth, Dosmstream
Nortra{ Depth
Critical Depth
Ctltitat Slope
0.75 ft
0.76 ft
1,i8 Ft
0.027760 ttit
BA lon
Section Scrape
Section materiel
Section Sim
NurnWr sections
i
Circular
CMP
161ndi
1
Manrings C siffirent
Spar.
Pine
0=4
1.50 tt
1.60 R
I Outlet Control Properties
Outlet Cnnimt HIN'Elev.
Ke
54.26 ft
0.90
Up!shwai
r-rdranr* ;.ase
0.15$ 1t
0.62 It
iolot Control Pmpordos
_._.
t1e1 Conho114W v,
lnla Tylw
K
M
C
y
64.16 R
Projecting
OZ3400
t .60040
0.0030
0.5"D
Flow Cortrof �
Area Full
HOS 6 Chart
FIRS S scale
F_t}ualton Farm
submerged
1,s d'
2
3
1
Culvert Calculator Report
Calvert 64
sake For: Headwater Gabon
CuNcrt Summary
Akn+rohte "W risvai3On
CoMuted Headwstw Elevation
InIst Control i-M Elev.
Out* Coeuroi HW Eiev.
68,00 it
�rr'.67 11
WAS R
57.67 ft
Y H-aftetar €3epthil4arghl
C7lacilarge
Ta troater Elvwtlor,
('.orav Type
1.33
16-60 cf8
0-00 it
Entrance control
Glaxles
Upatmam invert
Length
WOO R
40.00 it
Downstream invert
constructed Slope
64.00 2
0A28000 trot
Hydroutic profile
Prom
Slope Type
Flow Regime
Velocity onFvnstra r,
82
Steep
50peocrltt*91
6.86 1Us
Depth, Dmwoheenr
M MI Depth
Ctill4a4(3e*
Critical5iope
1.35 R
1,36 ft
1.42 ft
Q022ti26 PA
Seo1lon
Section shape
secwn Meteriai
$action Ske
Humber sections
CWWIar
CMP
24 inch
1
Manninga COeriklsot:
Span
Rise
0.024
2.00 ft
2.00 d
Outlet Comm Prawies
outset Cordsol WN Eiet+-
Ke
67,S7 it
0.90
Upstream Velocity bleed
Entrarxe toss
0.66 It
0.68 ft
lnW Conboi Propertleis
bliet COMMO HwEI&t
57AD ft
Fbw Control
tAloubmerged
inlet Type
PITi-242
Area Full
11 R'
K
0.03400
HDS b Clot
2
M
1.iOWO
HUS 5 Scale
8
0,(k560C
Ecjwbn Form
1
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TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURE, S
16:40R APPALACHIAN / MOUNTAIN AREA
Minimum Lawn Cue
Commercial or Residential
-Kentucky 31 or Turf Type Tall Fescue
-Improved Perennial Ryegrass
-Kentucky Bluegrass
e Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
General Slope (3:1 or less
-Kentucky 31 Fescue
-Red Top Grass
-Seasonal Nurse Crop
Low -Maintenance Slope (Steeper than 3: 1)
-Kentucky 31 Fescue
-Red Top Grass
-Seasonal Nurse Crop
-Crownvetch ***
Total tbs.
Per Acre
200-250 lbs.
90-100%
0-10%
0-10%
125 lbs.
128 lbs.
2 lbs.
20 lbs.
150 lbs.
108 lbs.
2 lbs.
20 tbs.
20 lbs.
150 tbs.
* 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 .............. .................. .. Yoxtail Millet
August 16th through September, October ........................Annual Rye
November through February ..............................................Minter Rye
If flatpea is used, increase to 30lbs./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./acres in mixes.
TABLE 3.3 1 -B
ACCEPTA13LE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Planting Dates Species Rate
SEPT. 1 -FEB. 15 50150 Mix of Annual Ryegrass (lbs./acre)
(Lolium multi:Aqrum.
Cereal (Winter) Rye ............................ 50-100
(Secale cereale)
FEB, 16-APR. 30 Annual Ryegrass .............................. 60-100
(Lolium multi-gorum
MAY 1 -AUG. 31 German Millet .................................. 50
(Setaria italics) Source: Va. DSWC
TABLE 3.35-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
RATES:
MULICBES.
NOTES:
TES:
Per Acre
Per LPN sift
Straw or Hay
1.5-2 Tons
70-90 lbs.
Free from weeds and coarse
(Mum 2
matter. Must be anchored.
tonsfor
Spread with mulch blower or
winter cover)
by hand.
Fiber Mulch
Minimum
35 lbs.
Do not use as a mulch for
1500lbs.
winter cover or during hot dry
periods.* Apply as slurry.
Cora Stalks
4-6 tons
185-275 lbs.
Cut or shredded in 4-6"
lengths. Air-dried. Do not use
m fine turf areas. apply with a
mulch blower or by hand.
Wood Chips
4-6 tons
185-275 lbs,
Free of coarse matter.
Air-dried. Treat with 12lbs.
Nitrogen per ton. Do not use mi
fine turf areas. Apply with a
mulch blower, chip handler, or
by hand.
Bark Chips
50-70 cu. yds.
1-2 cu. yds.
Free of coarse matter.
or
Air-dried. Do not use in fine
Shredded
turf areas. Apply with a mulch
Bark
blower, chip handler, or by
hand,
When fiber mulch is the only available mulch during periods when straw should be used,
apply at a minimum rate of 2000 lbs./ac. or 45lbs./1000 sf.
Source: Va. DSWC
OUTLET PROTECTION
A i
MR-M
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
N
010-10INFUM,
01�
12WAZEMn
d
SECTION A -A
FILTER Cl KEY IN 6"-9", RECOMMENDED
FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Plate 3.05-1
TEMPORARY STONE 3.o2-1
CONSTRUCTION ENTRANCE
70' MIN.
we
6- MIN. Ai
FILTER CLOTH —` T AT
SIDE ELEVATION
EXISTING GROUND
70' MIN.
WASH RACK
(OPTIONAL)
r
VDOT # 1 ---1 B I —0--POSITIVE DRAINAGi
COURSE AGGREGATE TO SEDIMENT
MUST EXTEND FULL WIDTH TRAPPING DEVICE
OF INGRESS AND EGRESS 'PLAN VIEW
OPERATION
FILTER CLOTH
I REINFORCED CONCRETE
SECTION B-B
3.09-1
45 MIN.
S *
L��5�1
EXISTING
PAVEMENT
MOUNTABLE BERM
(OPTIONAL)
110, MIN.
-EXISTING
PAVEMENT
11 0' MIN.
3" MIN.
— 3" MIN.
BRAIN S2ACE
I
COMPk%_ TIP
— FLOW
CL
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ON
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