HomeMy WebLinkAbout07-11 Animal Medical Center - Vet Clinic - Residental - Opequon - Backfile (2)LEGEND
EXISTING FEATURES
EXISTING EDGE OF PAVEMENT
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EXISTING EDGE OF GRAVEL
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EXISTING CURB AND GUTTER
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EX. INTERMEDIATE CONTOUR ... ... ....
........ ......... ;%..... ..... ................. ..........
EXISTING INDEX CONTOUR
EXISTING SPOT ELEVATION
X
EXISTING TELEPHONE LINE ------
EXISTING SANITARY SEWER
EXISTING ELECTRIC SERVICE ~~
EXISTING GAS LINE
.:..................... r:; :- t::........................ -
EXISTING STORM SEWER ....:..............
........................................
..............................
......................................................
......
................
EXISTING FENCE LINE A -----
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EXISTINGDITCH LINE................................................................................................
EXISTING WATERLINE W/ TEE
EXISTING FIRE HYDRANT
;, j EX. E H
EXISTING WATER VALVE ,,,,,,,,,,,,,,,,,,
W
EXISTING REDUCER ,
f�,,,,,,,,,,,,,,,,.W ..............
EXISTING TREE DRIP LINE
PROPOSED FEATURES
PROPOSED EDGE OF PAVEMENT
PROP EP
PROPOSED EDGE OF GRAVEL
PROP EG
PROP. CURB & GUTTER
PROP CG-6
PROP. REVERSE CURB & GUTTER
PROP CG-6R
PROPOSED CONTOUR
50
PROPOSED SPOT ELEVATION
+ 50M
PROPOSED STORM SEWER PROP. 24" ADS
PROPOSED SANITARY SEWER S
S S
PROPOSED TELEPHONE
PROPOSED ELECTRIC
PROPOSED GAS LINE
PROPOSED WATER LINE
PROPOSED WATER METER
`/;1 "WM
PROPOSED FIRE HYDRANT
PROP. Fl-1
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
NEIGHBORING PROPERTY LINES
EASEMENT LINE
PROPERTY CORNER FOUND
O
PARKING SPACE TOTALS
12
ADA HANDICAP PARKING STALL
SIGNS
v
SANITARY MANHOLE IDENTIFIER
O
DRAIN STRUCTURE IDENTIFIER STORM
1
❑
LIGHT POLES
LOCATION OF TEST PITS
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING - - - - - - - - - LCG
INLET PROTECTION ® /P
OUTLET PROTECTION ®OP
CHECKDAM CD
DIVERSION DIKE DD
SILT FENCE W/ WIRE SUPPORT x x x SF
RIP RAP RR
0 0
SEDIMENT TRAP ST
FCSA CONSTRUCTION NOTES Rev. June 2009
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval.
3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with and arrange for inspection by the Authority.
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
6. A new water (or forced sewer) main shall be connected to an existing main by wet tap.
The Authority shall furnish all needed material and make the tap.
The contractor shall submit an Application for Wet Tap and pay required fees.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8, The Authority's maintenance division shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly,
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must properly aligned with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d) A# components of the meter box assembly shall be in proper working order.
9. For services that connect to existing lines:
a. The Authority shall furnish and Install:
1. all % "R4 ", 314 ", 1 ", 1112 "and 2" water services.
2, all sewer services.
b. The contractor shall.
1. coordinate the location of the service lateral with the Authority's engineering assistant.
2. submit an. Application for Service and pay the required fees.
10. All water service lines must have a backfiow prevention assembly (double check valve or RPZ, as required). The assembly must meet
ASSE standard number 1015 or 1013.
11, A// fire lines must have a backfiow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet
ASSE standard number 1048 or 1047. Any exterior, privately fire line shall also ha
ve a fire service meter. This assembly shall be
installed immediately before the backflow prevention unit Radio read remotes are required.
12. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
a. domestic water meter and its backfiow prevention device, and/or its
b. fire service line's backflow prevention device.
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ
approved 0&M manual. These documents must be received before substantial completion is issued and water meters released.
WATER DEMAND
AVERAGE DAILY
USE (GALLONS)
MAXIMUM DAILY
USE (GALLONS)
MAXIMUM PEAK
FLOWRATE (GPM)
350
500
10
SANITAR Y SEWER DISCHARGE
AVERAGE DAILY
USE (GALLONS)
MAXIMUM DAILY
USE (GALLONS)
MAXIMUM PEAK
FLOWRATE (GPM)
350
500
10
THESE NUMBERS ARE ESTIMATES BASED ON PAST AND EXPECTED USE
GENERAL NOTES
1. Permits must be issued from V90T prior to any construction in a public right-of-way.
2. The Manual on Uniform Traff-7ontrol Devices (MUTCD) must be adhered to when working in a public right of way.
3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site.
4. Any damage to neighboring pr'?pert/es including 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 adequate and positive drainage of this site.
Z The contractor will obtain a Land Disturbance Permit prior to any site work or construction.
8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH.
9. The contractor will notify engineer of record 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 on this site plan shall bie 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 report 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, The contractor will contain all litter and debris on -site. The work must bie left in an orderly manner at the end of each workday.
15. An approved set of site plans and Stormwater Pollution Prevention Plan must be on -site during the construction process.
16. The contractor will notify all utility companies prior to excavation within easements.
17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days.
DEPARTMENT OF INSPECTION GENERAL NOTES
i Buildings shall comply with the Virginia Uniform Statewide Building Coda & Section 3m4 8 (Business) of the Intemational Building Code/2009 Other codes that applyare
ICC/ANSI A117.1-3-03 Accessible and the Usable Buildings & Facilities.
A117. - rkn entrant and egress. All required a ress shall be accessible.
h l comply with ANSI Handicap 1 3-03 fora r ee Building sal co 2. ,
9 PY P P 9� 99
3. Landings at doors shall not exceed 1:48 slope and thresholds shall not exceed 0.5" and walkways shall not exceed 1.20 slope; HC Signage shall comply with USBC 1106.8.
4, Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional. (Soils, concrete, stele
etc.)
5. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits.
6. Maximum slope across handicap parking stalls shall not exceed 2%.
7. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1007.8 IBC. Note fire ratings around this door if this section is utilized.
8. The proposed two-story addition shall meet height and area of T5031BC with allowable increases. Building is required to be equipped with accessible route to each floor
level due to area and use as per Chapter 11 IBC. Exterior exit stairs shall be designed as an exterior area of refuge per Section 1007.8 which requires the exterior wall to
be rated for one hour.
FIRE MARSHALL GENERAL NOTES
1. An inspection by the fire Marshall's office will determine where curbing ,must be painted yellow.
2. "No Parking - Fire Lane"signs will be placed on the site by the Fire Marshall's direction.
3. The contractor must align the fire hydrants to the direction as determined by the fire Marshall.
4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited.
5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed.
NAME:
CERTIFICATION #:
EXP. DATE:
RESPONSIBLE LAND DISTURBER
CONSTRUCTION ENTRANCE CE 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.
VDOT GENERAL NOTES
VI . A// work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT)
Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state,
federal, or local regulations applicable. 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 & Health Administration (OSHA), and Virginia
Occupational Safety & Health (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 t/aggers must be certified in accordance with Section 104.04(c) of
the VDOT Road & Bridge Specifications,
V4. Th
e 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 a result 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 on 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 VDOTprior 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 48 hours advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction
entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion & 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 backfi// in utility/storm sewer trenches shall be compacted in six (6) inch lift 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 all test reports shall be submitted to VDOT daily, unless specified
otherwise.
V15. VDOT Standard CO 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
VDOT's discretion, by VDOT on a account receivable basis following the Manual On Uniform Traffic Control Devices.
V18. The developer must provide to the VDOT Residency Office 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 that 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 pavement 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 V7M-76. A certified compaction technician shall perform these
tests. Certified copies of the 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 MOT 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. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to
determine the type and condition of the fou
ndation. The contractor shall submit copies of borehole logs and report findings of foundation
exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge
Standard PB-1. Conti h Standard,
Contrary to the Sta da d, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be
six (6) inches. 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.
V23. Approval of this plan shall expire three (3) years from the date of the approval letter.
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
V25. 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 guardrail layout to be given by VDOT after grading is mostly complete.
TRIP GENE TION DATA
ITE I AM PEAK HOUR �PIM PEAK HOURCODE ITE USE FLOOR IN OUT TOTAL OUT TOTAL ADT
720 MEDICAL OFFICE I 8,025 sf 1 123111 1 34 114 122 1 36 113
DATA TAKEN FROM THE L T.E. MANUAL 7th EDITION
LANDSCAPING NOTES
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any confi/cts in planting locations and utility markings.
Landscaper must stake and guy all trees. Stake locations must avoid utilities.
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched.
The planter shall guarantee all plants for one year.
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner.
4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
Nz
Owner
VICINITY MAP
SCALE 1 "= 2000'
PROJECT INFORMA TION
BC & BW Enterprises, LLC
PO Box 1117
Stephens City, VA 22655
Phone - (540) 868-1001
Property Data
Tax Map Number
75-(A)-38
Address
681 Aylor Road
Area
2.299 acres
Zoning
RP
Legal References
#100010291
Existing Use
Veterinarian Clinic - Residential
Proposed Use
Same
Zoning Data
Open Space Minimum
35% = 30,043 sf
Open Space Proposed
67.5% = 67,605 sf
F.A.R. Maximum
0.125 - per CUP #03-10
F.A.R. Proposed
0.109
Ex. Clinic Building Data
Type of Construction
Woodframe
Existing footprint
3,433.5 sf
Height Maximum
35 feet
Height Existing
30,1 feet
Addition Data
Type of Construction
Wood frame
Proposed footprint
4,591.5sf
Height Maximum
26 feet - per CUP #03-10
Height Proposed
26 feet
Second story windows facing
north are prohibited per CUP.
Contact Nuri7be�rs
Surveying & Engineering Firm:
GreyWolfe, Inc. (540) 667-2001
Zoning Enforcement:
Department of Planning (540) 665-5651
Site Inspections:
Department of Inspections (540) 665-5650
Erosion and Sediment Control.,
Department of Public Works (540) 665-5643
Sanitary Sewer and Water.,
Fred. Co. Sanitation Authority (540) 869-1061
VOOT.• (540) 535-1824
Telephone: Verizon (301) 954-6282
Electric: Shenandoah Valley Electric Cooperative
(800) 234-7832
Gas: Shenandoah Gas Co. (540) 869-1111
MISS UTILITY.- 1-800-552-7001
i44.
A
VICINITY MAP
1 " = 2000'
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Building Setbacks Per Code Ex. House Clinic
Front. 35' 112.3' 148.7' J w yy
Left Side: 15' 118.2' 24.8' p 1;
Right Side: 15' 53.9' 117.4' Z *-1 b D
Rear: 25' 315.6' 193.0'
Parking Setbacks Per Code Proposed y�2 v Z�
Front., 10' 29.9'
Left Side: 5' 15, 1' WIvOJ
Right Side: 5' 47.3'
Rear: 5' 167.3'
Use For Parking Unit Tabulation o o Qckt
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Veterinarian Clinic 1 per 250 sf 32 z Q o � o �
8,025sf ��>Z���
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Re uired Pf, oposed U �'c ? PZ z U)
U W W Q O Parking Spaces 32 40 � � z m o
Handicap Spaces 2 2 Lod
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Loading Spaces 0 0 z o Q
Monument Sign Data
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Sign Area Proposed 20 sf
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Sign Height Proposed 6 ft
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Sheet Index
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0
Lfl-
Cover Sheet & General Notes Sheet 1
Existing Conditions and Demolition Plan Sheet 2
Dimensioning and Utility Plan Sheet 3
Grading Plan Sheet 4
Utility Profiles and Details Sheet 5
UJ
VDOT Details Sheet 6
0
Landscaping & Lighting Plan Sheet 7
Erosion & Sediment Control Plan Sheet 8
Zoning
General Notes
Maximum
1.
Exterior lighting will be provided by wall -pack lights attached
Environmental
Existing
Disturbance
Proposed
to the building.
Features
Acreage
Allowed
Disturbance
2.
All lights will be shielded (cut-off type) or directed to prevent
Floodp/a/n
0 acres
�/
0%
glare on neighboring properties.
g i 9 9 P pert es.
3.
Outdoor trash receptacles will be in an enclosed six (6) foot
Lakes & Ponds
0 acres
0%
0%
fence, unless located inside of a screened storage yard.
Wetlands > 1AC
0 acres
0%
0%
4.
This project will not disturb any environmental features as
Sinkholes
r
0 acres
0
/ 0 0
0
0 / o
defined by the Frederick County Zoning Ordinance.
Natural S. W.
0 acres
10%
0%
5.
The owner will be responsible for obtaining or granting
Retention Areas
easements shown on this plan.
Steep Slopes >50%
0 acres
25%
0%
6.
Easements will be recorded and copies sent to the parties
involved.
Woodlands
0 acres
25%
0%
7.
All utilities that will service this site must be placed
underground.
Frederick County Zoning Administrator
APPROVALS SP # 07-11
IPA
M ° Rangy %° pRGV
Date
Final Site Plan Approved by Frederick County Planning Department Reviewer Date
1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letterr"m WAOM
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2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction is not in progress at the DATE: MARCH 21, 2011
end of this period, Authority approval shall be void.
4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A
Land Disturbance Permit and agree to periodic inspections.
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0262
approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections.
SHEET 1 OF 8
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FREDERICA70WNE Pool
SEC77ON THREE SECTION THREE !
COMMONWEALTH 00' i `t 'f" LOT 1 LOT 4
} ??�£lti i ` VIRGINIA LOT 2 SECTION THREE
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FREDERICKTOWNE FREDERICKTOWNE
; , " SECTION ONE SECTION ONE FREDERICKTOWNE ONE
ii s iii ty i �'•CQMMONWEALTH OF � i' FREDERICKTOWNE
SECTION ONE � SECTION ONE
VIRGINIA �t LOT 1 LOT 2 LOT 3 LOT 4
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DATE. MARCH 21, 2011
SCALE: 1" = 20'
FILE NO. 0262
SHEET 4 OF 8
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CONCRETE CRADLE
STANDARD
4' 3eied
addw
2 O.D.
CONCRETE ENCASEMENT
TRENCH & BEDDING
-I-
sated
aokfW
AA b�WIII to be compacted to 96%
of ASTM DOW roan-dwsltv.
CONCRCM ARCH
4' wwa
adds*
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FEB 09
L L
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any Joint VIM AI rItW the spocded WVM of
each hwich of tw " WW be MI
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0 - papa dWneW
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LM 60 80 100 120 120 1401:1,.q
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L
D
L - reI Wingth of pipe (PVC or DIP1
D - pipe mamas(
18•I1B'120-124-1
45, 22 1/r. 11 1W
L (ft) 20 20 20 20 1 W 20 20
HORIZONTAL SEND
RESTRAINED JOINTS FOR
TEE, CROSS, WYE AND HORIZONTAL BEND
-2- FEB 09
770
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.....................
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Di
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the SP6006d ItIngth an ft large side of ft MUM " be rootnined.
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D - PIP* dI
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Monona
mom
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Pipe (PVC or DIP)
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VALVE, DEAD END
RESTRAINED JOINTS FOR REDUCER,
GATE VALVE AND DEAD END
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FEB 00 ARA 09
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STORY SEWER
PROFILE
TOE REQUIREMENTS FOR
H-1II
BANK STABILIZATION
FILTER CLOTH UNDERLINER (PREFERRED)
GRANULAR FILTER
SOURCE: Adapted from VDOT Drainage Manual
PLATE. 3.19-1
2+50 3+00 3+50
770
765
760
755
750
770
765
760
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Y�PIP9 Wad �ht,
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/ / / / / / / /
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4 OF 3000 PSI
CONCRETE W1 FIBER
4 " OF 21 -B COMPACTED
TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL SIDEWALK SECTION
755
8" OFDUR4-DRIVE PLUS MIX CONCRETE
3 LB P.4 TE, W1 FIDERMESH 650
NATURAL SAND, 1 "- 6 "SLUMP, PREPARED
BY ESSROC READY MIX, OR EQUIVALENT
4 OF 21 - 8 COMPACTED TO
750
95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
CONCRETE PADS AND DUMPSTER
PAD SECTION
0+00 0+50 1+00
STORM SEWER PROFILE
H-1'II V-1'II
TREAT WOODEN PANELS WITH
WATER SEALANT
TYPICAL 6'TALL BY 8' WIDE DOG-EARED FENCE
PANEL, INSTALL ON 4X4 "X8' TREATED POSTS SET 3'
DEEP.
DUMPSTER & SCREENING
FENCE DETAIL
N. T.S.
O C&pW Fox4y of V& Inc "ft
b�loj
and 4&m NO. V"-s
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aenrnty wve
somw main
45, bend
6' stone
AM pipe and RttkVs "11 be SOR 35/26.
GRAVITY SEWER CLEANOUT
-24- FED 09
2 OF SM-2A
8" OF 21 -B COMPACTED TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
PAVEMENT SECTION
�Nw
JIM
Aw
4 A 0 iT717PED,
DIRAIN PIPE
'�-12'CLW
36' WIDE
-SECTION TRENCH DR41N X
N. T. S.
TREAT WITH WATER SEALANT.
TYPICAL 36" TALL PICKETS INSTALLED ON 4X4"X5'
TREATED POSTS SET 24 " DEEP.
HEADLIGHT SCREENING FENCE
DETAIL
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DATE: MARCH 21, 2011
SCALE: I" = 20'
FILE NO. 0262
SHEET 5 OF 8
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Typical Tragic 0ifitrol .. . �.. - �
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; : , GENERAL NOTES
: If "STREET APPROACH SAM SURFACING
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intenfith- niuhcr ivItating, owillooting, irm xtrotw light sliall be porla-4 MY-100'JID i0varier of tht, ffrk.,t "I . : k � (RADIUS TO IX AS I I AS MAINLINE ROADWAY (SEE NOTE 3) -
. . .. � � .4tawlard: ADJACENT TRAVEL. LANE ASPHALT tAVEWNT MW G - SHOWN ON PLANS) 1, WHEN USED IN COMMMN WITH STANDARD CO -;I., I . 1. "4 i
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Standard: . A. :1 I OPTIOM 1_1K Lij - L14 . ; I . I LNPAM SPACE �� C) I
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9. Nvhru at fAA. road later.sceft the highway withiu itie tempamr. . : f Raw LINE (EXMYT ANY SkWRADE STABILIZATION
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CoNtIVI devires %ban be plated a aftiled, f ; � REOUM FOR MAINLW PAVEMENT WHICH CAN BE Q-) L 1Z) 1Z
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16. T1*4 M "= Awinn (60'. x 24") jA fiir Pt*w-v aW ljm�A Amm t&vW n0eAm. F4y.%y,m&tv wod __�_,__, SHALL NOT BE CONSTRUCTED BEYOW THE R/W LUC Uj iE �2 (6 IT Z� (Z)
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5, WHM THE ENTRANCE RAW C"OT ACCOMMODATE THE (5 H
TYPICAL TRAFFIC CONTROL ` �, .1. . M REMOVE Exrvw ASPHALT LAYERS TO EXISTING SUBBASE AND REPLAZE. WITH PROPOSED ASPHALT WOENt4 LAYERS TLNHNG REQUIRIEMENTS OF ANTICIPATED HEAVY TRUCK
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, I I : MAMILM ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SMWALK & CURB RAMPS
Flagging OpffAdort On TW4.ane Rimd i �. : I : .
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/* : .., ..., : , . x MINIP 13y OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYM EDGE OF PAVEA"T OR 0
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- -ismW11, 9ADWAY ---__r_ ftD TOPROVIDPOSITIVDRAINAGE ACS
GuAdonve; !'A7) 111, TIM; umZi FO - -- - - Z - - 14TE1. Sig& spoving thmo-me should be 50'.4W'if,betv Ike ip,nr<�d,v,Wv-J hma ii g,raaer Aaa 45 toph. und 350'- ;-0
100' 1` I st ". 0--I---- D T THE DIESMABLE " M&O" ENTRANCE GRADE CHANIDES
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*_1 ! � .. �i ! I . I - NOTES. . I I `D1 ARE L*IED IN THE ALLOWABLE ENTRANM GRADE ;Z
2. (',oresimidd be exvrvisol if -bet, vvOh&VM4 IhO 110111.5; qj4h.- 00YA ZWWWIAPH(V MOXIM1101 jXn5fb?V.s.,ghf _. ,,- 11 : A-1. . 0 TABLE. THESE VALLES ARE NOT APPLICABLE TO STREET a
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Julaw.e it? (Aw)m (!f1he.Aqgr'v oarkn? anal mwxffon. 44vw,,don thVIV.-Smei't , . i : 1 I 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN iN ACr.ORDAND W 11�
N.&J;imir aadof Ivan 0j),V1 , . .*, SENT V OT
. j , WITH CURRE 0 PROCEDU 3 AND BE APPROVED
4 i t ! . . e - RE . BY THE 15MMEER.
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..-�., " ��,� 11� : , . 2, THE PAVEMENT DES" FOR ASPHALT PAVEW14T WIDEN94C SHALL MEET OR EXCEED THE DEPTHS AM TYPES OF THE LAYERS OF' EXISTING PAVEMENL INTERSECTION NOTES 0
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, A.": 1�- - �, :1 �� 'x " 4 " ��� .� . I ER OF THE ADJACENT TRAVEL LANE TO DETERME. Tt-E TYPE AND THCKNF CONWCT04 MUST IX MSIeWO IN A6aROW4& WITH Z < V)
1!1'_SS OF OUSTING M CMTf=T GRAM CHANGES WITH A PARABOLIC 0JRVE, : - 0 V) :�e
: LAYERS. THESE CORES SHALL HE SPACED NO MORE THAN ISM FECT APART.
A. AASHITO POLjCY AND THE APPLICABLE REOUREMENITS = W
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4T` i �;.M, ..oj,.A "5..-3fj.,.,..�it��.J)).4v.)-!�, /:, , � '3. _ ,- I -Q%j", ,f 1,."i�,��- . , . SUBSURFACE DRAINAGE OF THE CASTING AM PROPOSED PAVEMENT SHALL BE ADDRESSE ;N THE PAVEMENT IDEWN,,.. . . N , I :,"." - ',',,�. I n . ..3- A M Z,A.Kilqf,t%�4Y.5.))..m.).�%.XjA.qlvj.(h �*gl)>�.OKqqt.fl),It..W.9..Pf�:O.^.x.S. " PAVrWME%4T OF THREE COWS SHALL BE TN(EN ALONG THE GENTStandard, :. : OF THE VOOT ROAD DESIGN MAINAIAL, INMUDNG STOPPING 00
. : .. � 4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MItW;N DEPTH OF I V2 WCWS AND RERACED WfTH M ASPHALT StAWACE COURSE TO MATCH THE SECTION A - A SIGHT MTN4M AND K VALUE REQUOMMENTS, 14 - ?::. -.I. I.. I, '!7S WAIVED BY 'THE eNc4NEER,. . .- . : PROPOSED POLVEMENT WIDENING SURFACE COURSE, Ut&�.�; W� >U
4. Flagoug statim shag be locatied far tuough lu ti,dvaace of The work wne, to 1wroxit opproaching
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tr*Mc to re4ocr Verd stdfor mt)p be$arr pmsing the YI,ork- witie and alloy; .vaig,drist dis-bm4m for +_ : " " 0 1 i i � ... 9. O,PT*NAL FLOWLW MAY REQUIRE WARPM OF A LIJ LU n
: �� , . 5, THE ENGINEER MAY REMOVE THE MLLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO AC!WVE AN ACCEPTABLE PAVEMENT CRO$$-SLOPE ION c� ca-
: � 40 �.
departing traffic In the left lane to retarts to the right Lane before reathing, oppWng traff1c. (%ee table : L '. , . ... .
: 1.11. i .0 : ". MO EFFECTIVE SURFACE DRAINAGE. ACROSS THE INTERSECTIM in ED
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. . ft!%`,� I . :. ... 6 EXSTJNG PAVEMENT MARMOS AND MARKERS WITM THI.' PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENIGMM ... O_
; .1 I o- ALLOWABLE ENTRANCE GRADE CHANGES LD LU
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iw . FINAL TRANSVERSE PAVEMENT TC-N SHALL M*Oft ".O THE RE"EMENTS OF SECTION 3Z�05(0011` THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
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5, M fivors AM be sfttr cerdfloil and have, Itek cewiftcatiou card In their pwu,i�doa uU,m . i �11 I X f I
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performing ftagft dotles, (,%� Section "�01, QuOlArations for Flagg 8) : , I : 11 I 1 7 1 �� __ _ - .-A
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tj10_%-jng?L)Ks.*Ig t-W A-hijul I�ig jjj�twef st"'tion to k , +�,� ---;e �� ".. PAVEMENT WIDENING
.graffip prity -to x : ROAD AM BRIDGE STANDARDS __ � __ ROAD AND BRIDGE STANDARDS
! ! 4 1 ; �
Oadattro: - - .j=jqItTqf1jtL, : : . .111. / ��� � � - SHUT I OF REV ENTRANCES) REVISION DATE I SHEET I OF I ,
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9. � -I-tiffiV YMChex 6W. 13.r PRI71.0J,Z) R7 ST011",;Va, ken At- .4,ty).% should be rwadju-0rd id : i i". : K, q IS" DATE (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRAN
; ....... : , .. .............315 502 . I . I
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: ; .., : .., I 11 _ .A 303.02 'ARGINIA DEPARTW-NT Of TRANSPORTAMN VOWMA OWARTWNr Of TRAINS-PORTAT0.4 203,04
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to. w1W. P1 hig -rail exav,ffog .WM2 of Me Inrasificm eavo of"d it int0opou'd thaf - - i�
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stsiadard: I : - .. " ..t_ ... . '-'s. . .. . . , OK., *1 DQwD-';, W L/0�.
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; - : ;.. . I TURN LANE &MW 5629 04TIWcr
teack.,w. J ". C . 10N ,
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I I.,tt eight, flogger sta"i shall bc illaminated, except in cocig 11 ., . . I 5
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- , ,, .. / CO. t ,I". . Rfigom, 27r.'0.Ofix- aMoonyt! utfinonatim on Nomj��,-C,riic-".nsinv,� 1 �--r--! �� / ; ; : I . I ,. . _v.M.Ow. I . I -A . TWN AfflO" RIID INACORDANCE WITH I ... ...... ..... ... \ ...... a. : V:i � to., - �,i � THRU LANET. USE V SWW301 SPACM& . . .el . ,. �
�I16 \ .1 #4 7��;12. gp_jqpAmu.jmgj��pftili:40-nlb-ql-u��.91"iiftLAI g�kl-.!��-OiLqa.(ff--,LtLet3.-Oli� , J�A i 1 . ..L,jtjttwd-jyij_I , 11k,dor I T OLL E 0 RWfSE DIRECTED BY I ,
.1 j . ; : ,,, _, I r;;� . �Wk�,?�� I-LOWM.TONOT04 MM THM 100kI UU IMINI SKIPS 4e 4�, I. Wdf1.4-0.1
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6 OW��. : ,,-Ief"�,< i.-5 -- w+-: If.it-4 . _.,_ % �: . *... . � . ' r9l!� I .,V.. � - L .: : . I ',. . . I- ...,13..EP�KLQ��eAL4!i�q,iE)t!lftiioLik�A%.I.Lfi,�iLk4i-!)-AL�Lkip��sta.kttLAr,k"Lay�L�il.�m,-k!Kfli�.-ifi.isttiLtqL7,�ld " .TRAWTION11 1W OR LES& DO NOT USE SKIPS, f� B. � & N. � i42:� . . . - k--. V
CZ.v.9 , AvAe. . I -9 . _ ;a g N : : :: wor3 ampghing ffoul lk-A dirocdQns., a sjagk Aiwoer. Mh , 6-I,
11 ,k�lwd toIV yisdwt W to d U eU"aiine : -_".. :: 1. . . I ARROW LOCATO AT MIDPOINT Of FULL WOTH TURN LANE. I .. . \ (ZI
, :-1, .4..I ARROW LOCATED AT BEONNING OF FULL WIDTH TURN LAW,....."i I .ii.m.i�'Ab-o�itw.tlm���11A�.-b;.j,r4..!�s�q.CILSIgg.Tok,�.. .3011OR LONGER, 3 ARROW$ � .8. ******************** MAX A a. 1,..... � 1*1 . . . ... ........ � ., - Q
.%J� I *Cj.jI I ARROW LOCA7ED W SACK FROM STOP SM OR END - I ...".. . . ------------- . . '�_-. ..... __ 11 . 1 Q)
11rem.ion-Oh Tw#4;ao~ ,N::27ar 11 _faqt� JL I �* . J
- I'lawing ( .. p .1 gu4!*AsL#). if Ilikil-rc Am OF LANE LINE. ... . ____ _k
I . I I .+ I I ARROW LOCATED AT BEGMING OF FULL WIDTH TURN LANE. , 1645 .. I .,j " 9-i
aO101 OR LESSt 2 ARRM I ARROW LOCATED 50'BACX FROM STOP BAR OR END _-Wj 1�_.IWACATKD - ,iz
I OF LAW LINE, A kr - 5 i (W 4, 00, avx�5� T "e1--Ir, A (n I -r3 q.)
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Section 2B.04 STOP Sign (RI-1) 1.01 4-ty, ; 4Z) 5b
STOP SOLO YELLOW _,.--2'W"X SW LINE - 11-- 0I I:<
Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (R14) sign (see Figure 2111-1) shall be used. The STOP sign shall be an octagon with a white le end borderona red background. Secondary legends LINE AT THE SEGINI," * $PAC" .. V . ..... 49�1 .. �. . 5 Q Q) ,_ LZ
shall not be used on STOP sign faces. If appropriate, a supplemental plaque (Rl-3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. If number 101WRTE SKIP OF THE R . (/'- 8AC,�K rif'CLA.0 -, I— ,.�.MAX� _/ . .VX4,. 1 L_ 4Z) -,
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SPACM ," . .__ ...'.. _. I ;= � ..... (S ---- t .. -
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of approach legs controlled by STOP signs at an intersectionis three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number oflegs controlled by STOP signs. At intersections where all approaches M Lb" _1_\ jNL"=,g��T . �PO: I " " ---.-., I ,! I�I! 1 ��, IRRR-4 , �__
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are controlled by STOP signs (see Section 2B.07), a supplemental plaque (R1-3 or R14) shall be mounted below each STOP sign. _Pw wam. - � "...., . 7- ,_� I - I Q `�K 4.j
SEC f ION Af-A. � ljt,' 1.5, X, " () W C
2pg2R:Thc ALL WAY (RI-4) supplemental plaque may be used instead of the 4-WAY (R1-3) supplemental plaque. ��.v,.W'0. A I 11 �.O_ I ::� . 11 * , - ..I�p 1 4., " .V)
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Support The design and application of Stop Beacons are described in Section 4K.05. 1--MWA PSIBBLE , ... I�l I :V :: ` \ .. ; - _. . ..
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All STOP signs must be 30"00" in the Edinburg residency. - - - 0- - _ ,, .. I . -•
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Section 2B.06 STOP Sign Placement 1 .$t ON 5 4 I �v I' _..... I �.. . � :1, . .. "�: . - . (i
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Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be .11 . . � � _ 1.
1101-- I :- 1.0
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installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user itisintended to regulate. STOP signs and YIELD signs shall not be \ X01�_! VOR )�V4ERA_X`OTES -PR TW_ uW . R 1
�TTOM OF ARROW AT BEGIN?" . 0�?ECIA 4,T"' ''I'' 'It -
EIL�,'*$RW.�q S " , . . f� .0-, . .0-45.
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mounted on the same post. OF FIJU 160TH TURN LANE� !�f, ,S TT 'I Qf 4� El-
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Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. I . . Z C)
NO EWE LK REQUIRM WHERE CIURB " - Z-3
Support Section 2A. 16 contains additional information about separate and combined mounting of other signs with STOP signs. .. ... A' , -1 4 41301imt ,L4wmr. - --A T,t- ,� , �, . _�`Rftl (ZIr
AK�,A W:fM VV �r
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GUTTERS ARE PRESENT UNLESS INDICATED . � 11)
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B. 16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the BY THE ENWAXER. V 1-11 �ellll 11
,
-�4 81 t1%1%=iS%A11f11_Ik =��[ ..
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view oftraffic to which it does notapply. Where there is a marked crosswalk atthe intersection, the STOP _11-1-14 VARKMI :
DETAIL FOR LOCATION OF IZII_Ioss� . #4g++Mf,A._, ��. .
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sign should be installed in advance of the crosswalk line nearest to the approaching traffic. EDM LINES ON CURB SECTIONS Notes*, 1; I .Y., . -
4 �j 'I --- Y_ , . ...
. I
OF ROADWAY (N} GUTTER) STOP BARS. IF RMARED BY THE EN10CER, SHALL 'O . .. ., ___-__4 �
1. .
BEAM WMUM OF 4? IN ADVANCE OF THE CROSSWALK, , ...".. . I)". .1 Ile> O'. . .:. ,
,------
Section 3B.16 Stop and Yield Lines .. � 0, .1 - . (fl 1: F "
. , - N .., I.. i( I I"..,
, � .1 , . 1. I
in i to is intended or required t o be made. If used, yield lines (see Figure 311-14) shall consist of a row of solid white # .. JLI . . .
"I ,
STOP BARS SHALL BE TIN WIDTH, ; � I ,
Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop # * 4" ikkAd(IING ___ VK_ �� . . - ------------- ,
AWWS $MKL BE *1 Ammma wit" THE WIC0. C'� �, 01 =%�, ., I - ,. -I ..C. . . '" I
# . . I lzo a: , ..
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isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield Is intended or required to be made. # # 5PACING BETWEEN OOIJOLE SOLD YEU.OW LINES Q I I
I SHALL BE 4". - I I [ I _... . .. . 10
-
Stop lines should be 24 inches wide and white thermoplastic. . 1 If S5WAU?-,- TYPIW'k PLACEMEN T . x
Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (111 - 1) sign, traffic control signal, or some other traffic control device, except YIELD sips. The individual triangles NO EDGE LW REOUKD WHERE CURB AND TYPICAL PLAC- McN . I ';� ". _ .. . .
..,
1�_ _�_- ,AT INTEO ,.*.r f+ �4
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WMRS AM PRESENT MISS INDICATED BY M_ I I. IN T; E R1_ 547 C+1 ION DIAGONX. YMIATION I E93 - E + (Z. 0_ .
IN Ix . . +WITHsIN'.. :CROSMWALK �
comprising the yield fine should have a base of 300 to 600 mm (I 2 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). THE ENGINMA. WITk' GR5 . .
is. .1 ., 7, 0$sw&l 0 :(WITi.11. BQFrCk S-IRIP.) DATE: MARCH 21, 2011
1. .. . + .
Option Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI-2) sign or a Yield Here to Pedestrians (111-5 or RI-5a) sign. 44 . , I I . . I I ... .. . � �
Guidance: If used, stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock TI-0 EKS" T'6.K'V%D rOR 04STRUCTM ?8i�l. = W00 =Cwj".. L .
KX�D AT 1W W-. CURa. RAW; WXW!1=*MP 4"EMi is.... RiFf-f'Oft"0111, SCALE: N/A
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crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should beplaced no more than 9 m (30ft) nor less than 1.2 m (4ft) from the nearest edge of the intersecting traveled I ZIRKI= FETT FOR 41ERAIIQN�. -
way. Stop fines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m (20 to ... 11� ...... I.-I..-,.-,--�,�'....--.,.,..--,�,.� ........... . .... _.1___ ............. ...."... ................ � .......... �.___ ......... � ........... � .... � ..... ..... � .................. . ......,..,.....,._,-............I—_......... W41.2..Q?F.4.
SPECIFICAT11ON MQ FILE NO. 0262
REFERENCE VOCT I W=10211 1%,
between the yield line and the crosswalk (see Figure 3B- 1 5). Stop lines at midblock signalized locations should be placed at least 12 m (40 ft) in advance of the CG-12 DETECTABLE -WARN G SURFAC.'
. .� A . IN ,E
50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area KING. ROAD AM BRJDGE STANDARDS , . I . I . . .
. I
W5 TYPE A (PERPENDICUA .. r
nearest signal indication (see Section 4D. 15). UNSIGNALIZED INTERSECTIONS AXVIS SKE7 I OF I 502 . . RR.) APPLICATI A
704 . ., L . .. 1. f, I � . ��_. � �j � , W�w Wm SHEET 6 OF 8
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Support Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. ' vWi'MA i'APARIMENV OF 14M.WKATA I WN, ,P0--,1,Z
1 .......... .... ................. ... .... VAGINLA DEPARTW-NT OF TRANSPORTATION XIN DATE 1 1330.30 . I I - . - I
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11W M4&1140 not CaMxi 261W j-,,Jttj
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IV Norm KPA
R7-8 HANDICAP
PARKING
lo�
(12' X 189
RES
ERVED
FA
INTERNATIONAL SYMBOL
OF ACCMIBIL17Y
IF REQUIRED
VAN
ACCESSIBLE
PENALTY $1
WAY Z07 TOW --AWAY
MY BE PLACED
ON ONE BLANK,
Aa1US71NG THE
REQUIRED HOW
TO ACCOMMODIVE
THE ADDIWARL
LINES
J�Z5
REQUIRED
EFFECTNE
JULY 11 1998
PARKING SURFACE WHEE
L Sr0P=:;01
WHEEL
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
-0 (NOT 7 SC4LE)
Pruvio codofflimant
fturld
cross
Rernovo top and' kzbek—
Cut aw0y a# baft A*"
Rw)ov* top of wkv basket
DO NOT prune tanninal
kodw or branch Up@
Prwo narrow crotch
arvks & water spouts
-Pnwo broken branch"
Prume sucil"
2-3 - - mukh kept
fral" bunk
Sold weld to
_000tom *Vtor
PbrW& bodd7k
hw" in to sftvv
View ondawe" r__waterrNeh
bocklAft
WON
Area for cow waW
R&Wmnow C*W and out drok-90 ADO
=ff 9 ea Lve soW &W pedestal do not be kwtafod)
dip deep- d*M
Dig hob 2-3 Wrw root ba# wAft
TREE PLANTING DETAIL
(NOT TO SCALE)
r
ftuas out =:ad"
broken
>
saucer
2--J* mukh
Sot top of foot ba
4
atual to or 1-2'
tk
Rwwm container use
sharp blade to make
fair 114-?- cuto the
bro of ba andcut a
X bottom
on of
!Down compacted
CONTAINER GROWN SHRUB
prune out arty dead
or broken brwrcMa
R*"ove �� *to=
2-J' nx4ch
' Sauow
Set fop of root bag
2 3
oboro
to or 1-2
grade
C�L
Roffjov* rope & burlap
fro," root ba.
2-3 tknee
root bak
BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
(NOT TO St 4LE)
LA NDSCA PING DATA
Parking Lot Data
Trees
Requirement
Calculation
Parking Stalls
1 per 10 Stalls
40110 = 4
Impervious Area < 100, 000 sf
I per 2. 000 sf
32, 000 = 16
20
Green Area in Lot
5% of 17,464 873 sf
1,928 sf = 11% provided 1
Trees
Symbol
Common Name
Botanical Name
Planting Size
Mature
Quantity
Height or Caliper
Height
DW
Kousa Dogwood
Cornus Kousa
2" Caliper
251+
11
SY
Sycamore
Platanus
OccidentaIlls
2" Caliper
50`-75'
3
RB
Redbud
Cerris CanadensIs
2" Caliper
20'-30'
6
HEADLIGHT SCREENING 36" Opaque Fence
All outdoor lighting fixtures shall be designed, shielded, aimed,
located and maintained to shield adjacent properties and to not
produce glare onto adjacent properties or road fights -of -way.
Parking lot fixtures and light fixtures on buildings shall be
full -cutoff fixtures.
Building -mounted or wall -pack lighting fixtures shall not be
mounted more than 25 feet above the finished grade of the
building. These fixtures shall be shielded (full -cutoff) so that the
light source is not visible from adjacent properties or road
rights -of -way. Non -cutoff wall -pack fighting fixtures shall not be
permitted.
HUBBELL WP-1 FULL CUT-OFF
MODEL # WP2CH175QT
WALL -PACK LIGHT DETAIL
OR EQUIVALENT
Seeding Schedule (Der section 3.32 of VESH
1.) Topsoil will be spread at a minimum depth of 4"
2.) Pulverized agricultural limestone will be incorporated
Into the soil at a rate of 92 lbs per 1000 square feet
(2 tons per acre).
3.) Fertilize with 10-10-10 at a rate of 23 lbs per
1000 square feet (1000 lbs per acre),
4.) Seed mix will consist of 75% Kentucky 31 Tall
Fescue, 10 % Annual Rye, 10 % Foxta# Millet, and 5%
Red Clover at 200 lbs per acre.
5.) Straw mulch will be applied to all seeded areas at
the rate of 3500 lbs per acre and anchored with
cutback, or emulsified asphalt applied at a rate of 200
gallons per acre.
.. J11
THE REQUIRED 6' OPAQUE FENCE AND EXISTING EVERGREEN TREES WILL PREVENT LIGHTING ONTO NEIGHBORS.
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EX. 30'U770YAND DRAINAGE EASEMENT - DB 361, PG 607
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DATE: MARCH 8, 2011
SCALE: 1" = 20'
FILE NO. 0262
SHEET 7 OF 8
C,
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STONE CONSTRUCTION ENTRANCE
70' MIN.
A
FILTER CLOTH- 6• MIN. I A i
SIDE ELEVATION
70' WIN.
B _ VASFRACK
0 MIN. •
C
E BERM
(OPTIONAL)
rAIO' MIN.
I
10,EXIS►aN
ING
PAVEMENT
{..1 •,. DRAINAGE�t� 1
•1 1 SEDIMENT
MUST EXTEND 1
OPERATIONOF INGRESS AND EGRESS
r
I��n.��n•II.1.1.•�.•• •• �•.•1.•1:•K•1:��:�1:•1:•1'•�'•�
FILTER CLOTH
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SECTION B-B
2-10 ACRES OF DRAINAGE AREA:
VDOT #1
COARSE AGGREGATE
IIDW
SOURCE: VA. DSWC
8�
I WRAP
PLATE. 3.20-1
EROSION & SEDIMENT CONTROL STANDARDS
1. 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 soll stabilization shall be applied within seven days to
denuded areas that may not be at final grade but will remain donnant for longer than 30 days, Permanent
stabilization shall be applied to areas that are to be left dormant for more than one year.
2. 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
stablllzatlon of all soli stockpiles on site as well as borrow areas and soil Intentionally transported from the
project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized.
Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform,
mature enough to survive and will inhibit erosion.
4. 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 upstream land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
immediately after installation.
6,Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area
to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and
the trap shall only control drainage areas less than three acres,
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal
to three acres shall be controlled by a sediment basin. The minlmum storage capacity of a sediment basin
shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the
structural Integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coe�clents used
in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while
the sediment basin is utilized.
A-
1
f , � 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that
t...... ......... ........ ........ ';....... , z2 ...., are found to be eroding excessively within one year of permanent stabilization shall be provided with
additional slope stabilizing measures until the problem is corrected.
8. Concentrated runoffshail not flow down curt or fill slopes unless contained within an adequate temporary
or permanent channel, flume or slope drain structure.
ill9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
(' z 10. All storm sewer inlets that are made operable during construction shall be protected so that
sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to
Iremove sediment.
II.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet
protection and any required temporary or permanent channel lining shall be installed in both the conveyance
,j channel and receiving channel.
€ '# 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment,
control sediment transport and stabilize the work area to the greatest extent possible during construction.
" € Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used
for these structures if armored by nonemdib/e cover materials,
{ 11
' 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month
period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided,
14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses
shall be met.
(% xI's $ 15, The bed and banks of a water course shall be stabilized Immediately after work in the watercourse is
IP v� € completed.
~ # 16, Underground utility lines shall be installed in accordance with the following standards in addition to other
r` M-1 I I if applicable criteria:
f
.i ss
f€r a. No more than 500 linear feet of trench may be opened at one time.
A III LCG
i O ~' " 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, o both, and discharged In a manner that does not adversely affect fiowing streams or off -site
x_.:�,.;• �' property.
_ . Material used for b kfll ! d ate e o ac I n tren
ches chef shall beproperlyr n! i i n compacted In to minimize ze erosion and
9
di
_................... .... , ... „ promote stabilization.
mq;,,.
- - •• " - -' �• •; Restabilization shall be accomplished rn accordance with these regulations.
•• •••• "'• •. .••,. ••• ,... _ .... • �, ••,. ,~• ,•. ► 1 � �..~„.-,. w"'/^ ,� ....
�i� �.• -��f Applicable safe regulations shall be com fled with.
w, "..... ..... .............12 X 24 GROUTED RIP -RAP...,,_........,..........-...._............................ PP safety g P
FOR STREAMBED & BANK STABILIZATION 1 Z Where construction vehicle access routes intersect paved or public roads, provisions shall be made to
I j 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
SOILS MAP - 1 =400 m h a l r d a Id l 1 li I lad ,�
I
I
30' 0' 30' I
GRAPHIC SCALE
I�H//AHN%//J%//HHHH/lam//IYfI//M%%
1
1 y$�
Y�ur�cvinwcvhvvrm rnviormrai rrmiriu.ucuFw,ccw
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...1� �` ., ,• ,.. •• , ........, • ....,,....
manner, is prows�on s a apply o rn ivr ua eve oprment ots as we as to arger an - rstu rng aetrvItIes.
` 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site
r stabilization or alter the temporary measures are no longer needed, unless otherwise authorized by the local
r ' r f1C 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.
98 r .
t, 19. Properties and waterways downstream from development sites shall be protected from sediment
deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff
' for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria:
38 `�.,
PIPE OUTLET CONDITIONS
_ 38
SITE
38
SEDIMENT TRAP - DRAINAGE AREA = 1, 9 ACRES
THE SEDIMENT TRAP WILL DRAIN THROUGH A RIP -RAP ARC WITH A #57 STONE LINING THE
LEADING EDGE AS SHOWN IN THE 80T 1.0M FIGURE OF THE CHECK DAM DETAIL.
OUTLET PROTECTION
CUL VERT
SIZE
Q N 10- YR
WIDTH A
APRON LENGTH
WIDTH B
STONE
AREA SY
1
15
2.0 cfs
4.5
16
13.5
6
16
EROSION & SEDIMENT
CONTROL NARRATIVE
Proiect Description
This site is located on the east side ofAylor Road at the existing Animal Medical Center This project plans
to build an addition onto the hospital with parking and utility relocation.
Existing Site Conditions
This area is used as an animal hospital and residence. The rest of the site is vacant is kept as a mowed
lawn. The development will capture existing runoff on the north and send it into the VDOTstorm sewer.
This run-off has always drained in this direction; however, in recent years after VDOT realigned Ay/or
Road, the ditches that were constructed were left relatively level and has caused drainage problems with
this site and the neighbors. This will be alleviated by install a drop inlet closer to the property to increase
slope, and the installation of a 36"gravel trench drain to cure the ponding problems that were created,
The new construction will drain the to south into a large ravine covered by an existing drainage easement..
Adjacent Parcels
The surrounding areas are residential and state roads. The grading plan for this project proposes all
developed runoff to flow into the existing storm systems with drainage easements.
Off -Site Areas
All work including topsoil stockpiling will remain on site,
Soils
The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Blair ton silt
loams (#3B). This is a shale soil with thin topsoil cover and poor infiltration characteristics. Erosion from
this soil can be handle with silt fence satisfactorily.
Critical Erosion Areas
There are no critical areas.
Erosion & Sediment Control Measures
All vegetative and structural erosion and sediment control practices shall be constructed and maintained
according to minimum standards and specifications of the handbook.
Structural Practices
Install construction entrance (with wash rack if required by inspector)
Install storm structures and culverts with inlet & outlet protection
Install silt fence
Install diversion dikes
Grade site and seed all exposed surfaces immediately upon reaching final grade
General Erosion and Sediment Control Notes (VESH Table 6-1)
ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be
constructed and maintained according to minimum standards and specifications of the Virginia Erosion and
Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations,
ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one
week prior to the commencement of land disturbing activity, and one week prior to the final inspection,
ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing.
ES-4. A copy of thy, approved erosion and sediment control plan shall be maintained on the site at ail
times.
ES-5. Prior to commencing land disturbing activities in areas other than Indicated on these plans (including,
but 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 drained 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 an 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.
General Note:
The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and
sediment control measures during the construction process, within reason, to ensure adequate protection to
the public and environment.
L 3do (MIN.)
)IPE OUTLET TO WELL
)EFOM CHANNEL
SECTION
• I :N' CWTH KEY IN 9: 1 1 Li 1 (NI FOR ENTIRE PERIMICTER
NOTES:LINING ,.. GROUTED 1• •
t.- OR CONCRETE.
THE LENGTH • ' THE RIPRAP APRON311
USINGn: 1
1 I I'• MAXIMUM STONEDIAMETER, •
LESS THAN 8 INCHES.
Source: Va. DSWC Plate 3.18-1
TEMPORARY DIVERSION DIKE
SOURCE: VA. DS`'dC
4.5' min.
Compacted Soil
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DATE: MARCH 8, 2011
SCALE: 1" = 30'
PLATE 3.09-1
FILE NO. 0262
SHEET 8 OF 8
1 1 1
LEGEND
EXISTING FEATURES
EXISTING EDGE OF PAVEMENT
... f ..
EXISTING EDGE OF GRAVEL
�� F.'
EXISTING CURB AND GUTTER
E,\,::: C_:__
EX. INTERMEDIATE CONTOUR
.. ........ ... ..... .;..... ..... ...... ..... ...... ..... .....
EXISTING INDEX CONTOUR
EXISTING SPOT ELEVATION
X '- %. � j S
EXISTING TELEPHONE LINE
------ "
EXISTING SANITARY SEWER
EXISTING ELECTRIC SERVICE
.............
EXISTING GAS LINE
,.....-- r ;, r.; ; , ,:... ...................
EX-
EXISTING STORM SEWER
.................. 1:1........... .....� �.....�.�..................................
EXISTING FENCE LINE
X ..................... % .....................
EXISTINGDITCH LINE
.................................................................................................
EXISTING WATERLINE W/ TEE
»,,.� �,,.
EXISTING FIRE HYDRANT
EX. X H
EXISTING WATER VALVE
,.,,,,,.,.,.,,,,,, W ,,,,.,,,,,,,,,,,'
EXISTING REDUCER;,,,,,,,,,,,,,,,,.
EXISTING TREE DRIP LINE
PROPOSED FEATURES
PROPOSED EDGE OF PAVEMENT
PROP EP
PROPOSED EDGE OF GRAVEL
PROP EG
PROP. CURB & GUTTER
PROP CG-6
PROP. REVERSE CURB & GUTTER
PROP CG-6R
PROPOSED CONTOUR
50
PROPOSED SPOT ELEVATION
+ 50"
PROPOSED STORM SEWER
PROP. 24" ADS,
PROPOSED SANITARY SEWER
S S S
PROPOSED TELEPHONE
PROPOSED ELECTRIC
PROPOSED GAS LINE
PROPOSED WATER LINE
PROPOSED WATER METER
"/ 1 uwm
PROPOSED FIRE HYDRANT
PROP. FH
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
NEIGHBORING PROPERTY LINES
EASEMENT LINE
PROPERTY CORNER FOUND
O
PARKING SPACE TOTALS
f 2
ADA HANDICAP PARKING STALL
SIGNS
SANITARY MANHOLE IDENTIFIER
O
STORM DRAIN STRUCTURE IDENTIFIER
LIGHT POLES
LOCATION OF TEST PITS
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING - - - - - - - - - LCG
INLET PROTECTION ® /p
OUTLET PROTECTION ® Op
CHECKDAM ® CD
DIVERSION DIKE DD
SILT FENCE W/ WIRE SUPPORT x x x SF
RIP RAP RR
SEDIMENT TRAP ST
CONSTRUCTION ENTRANCE
FCSA CONSTRUCTION NOTES Rev. June 2009
1. The Authority's Water and Sewer Standards and Specifications are available at www. fcsa-water, com
2. The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval.
3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with and arrange for inspection by the Authority.
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
6. A new water (or forced sewer) main shall be connected to an existing main by wet tap.
The Authority shall furnish all needed material and make the tap.
The contractor shall submit an Application for Wet Tap and pay required fees.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance division shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must properly aligned with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For services that connect to existing lines:
a. The Authority shall furnish and Install:
1, all % "x314 ", 314 ", 1 ° 1112 "and 2" water services,
2, all sewer services.
b. The contractor shall.•
1, coordinate the location of the service lateral with the Authority's engineering assistant.
2. submit an Application for Service and pay the required fees.
10. All water service lines must have a backfiow prevention assembly (double check valve or RPZ, as required). The assembly must meet
ASSE standard number 1015 or 1013.
11. All fire lines must have a backfiow prevention assembly (detector double check valve or a RPZ, as required). The assembly shall meet
ASSE standard number 1048 or 104Z Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be
Installed immediately before the backflow prevention unit. Radio read remotes are required.
12. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
a. domestic water meter and its backflow prevention device, and/or its
b. fire service line's backflow prevention device.
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ
approved 0&M manual. These documents must be received before substantial completion is issued and water meters released.
WATER DEMAND
AVERAGE DAILY
USE (GALLONS)
MAXIMUM DAILY
USE (GALLONS)
MAXIMUM PEAK
FLOWRATE (GPM)
350
500
10
AVERAGE DAILY
USE (GALLONS)
MAXIMUM DAILY
USE (GALLONS)
MAXIMUM PEAK
FLOWRATE (GPM)
350
500
10
THESE NUMBERS ARE ESTIMATES BASED ON PAST AND EXPECTED USE
V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT)
Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state,
federal, or local regulations applicable. 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 & Health Administration (OSHA), and Virginia
Occupational Safety & Health (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 fiaggers must be certified In accordance with Section 104.04(c) of
the VDOT Road & 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 a result 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 on 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. VOOT
requires 48 hours advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction
entrance that /s constructed and maintained in accordance with Section 3.02 of the (Virginia Erosion & Sediment Control Handbook.
Furthermore accessother ro ertles affected b this project shall be maintained through construction. Th D v to p p y p, ge 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 VDO'T. 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 VOOT 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 VOOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures.
V14. A// roadway fill, base, subgrade material, and backfi// in utility/storm sewer trenches shall be compacted in six (6) inch Nis 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 all test reports shall be submitted to VDOT daily, unless specified
otherwise.
V15. VDOT Standard CO and UD underdralns 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
VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices.
V18. The developer must provide to the VDOT Residency Office 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 that work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of 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 pavement 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 the test reports shall be submitted to VDOT daily, unless speedfed 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 exca vation 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 p/pe. Foundation designs shall comply with VOOT Road and Bridge Standard P6-1.
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. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to
determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation
exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VOOT Road and Bridge
Standard PB-1. Conti t he Standard, where k iencountered-
ary o t S a d, ere roc s and cast in place box is proposed, the thickness of bedding shall be
six (6) Inches. Where soft, yielding, or otherwise unsuitable foundation /s encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VOOT,
V23. Approval of this plan shall expire three (3) years from the date of the approval letter
V24. - VOOT Standard CG 12 Curb Ramps shall be installed where Indicated on these ions n r pp a d/o as specified by VDOT.
V25. 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 guardrail layout to be given by VOOT after grading is mostly complete.
TRIP GENERATION DATA
1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow.
2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. ITE PM PEAK HOUR AM PEAK HOUR
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. CODE ITE USE FLOOR 1 IN I OUT TOTAL IN I OUT I TOTAL ADT
4. Burning brush piles of natural vegetation requires a permit Burning construction debris is prohibited. 720 MEDICAL OFFICE 1 8,025 sf 1 123111 F-34-1 114 122 1 36 1 113
5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed.
DATA TAKEN FROM THE I. T. E. MANUAL 7th EDITION
RESPONSIBLE LAND DISTURBER LANDSCAPING NOTES
NAME., 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings.
Landscaper must stake and guy all trees. Stake locations must avoid utilities.
CERTIFICA TION #; 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched,
EXP. DA TE. The planter shall guarantee all plants for one year.
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans, 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner.
2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department.
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction.
1. Permits must be issued from VDOT prior to any construction in a public right-of-way.
2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
3. The contractor will remove al/ mud and debris from the public right of way that is left by vehicles entering and leaving the site.
4. Any damage to neighboring properties including 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 adequate and positive drainage of this site.
7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction.
A All construction will be done following the laws and guidelines set forth by OSHA and VOSH
9. The contractor will notify engineer of record 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 on this site plan shall 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,
AASHT0-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 report 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. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday.
15. An approved set of site plans and Stormwater Pollution Prevention Plan must be on -site during the construction process.
16. The contractor will notify all utility companies prior to excavation within easements.
17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days.
DEPARTMENT OF INSPECTION GENERAL NOTES
1. Buildings shall comply with the Virginia Uniform Statewide Building Code & Section 304, 8 (Business) of the Intemational Building Code/1009. Other codes that apply are
ICC/ANSI A117.1-3-03 Accessible and the Usable Buildings & Facilities.
i A117.1- - for parking, entrance, an egress. All required egress shall be accessible.
Building shall comply with ANSI Handicap 3 03 o a e ce d
2• 9 P Y P P 9. 9 q 9
3. Landings at doors shall not exceed 1: 48 slope and thresholds shall not exceed 0.5" and walkways shall not exceed 1:20 slope; HC Signage shall comply with USBC 1106, 8.
4. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional. (Soils, concrete, steel,
etc.)
5. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits.
6. Maximum slope across handicap parking stalls shall not exceed 2%.
7 All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1007.8 IBC. Note fire ratings around this door if this section is utilized.
8. The proposed two-story addition shall meet height and area of T503 IBC with allowable increases. Building is required to be equipped with accessible route to each floor
level due to area and use as per Chapter 11 IBC. Exterior exit stairs shall be designed as an exterior area of refuge per Section 1007.8 which requires the exterior wall to
be rated for one hour.
FIRE LL GENERAL NOTES
...
Owner
BC & BW Enterprises, LLC
PO Box 1117
Stephens City, VA 22655
Phone - (540) 868-1001
VICINITY MAP
SCALE 1 "= 2000'
Property Data
Tax Map Number
75-(A)-38
Address
681 Aylor Road
Area
2.299 acres
Zoning
RP
Legal References
#100010291
Existing Use
Veterinarian Clinic - Residential
Proposed Use
Same
Zoning Data
Open Space Minimum
35% = 30,043 sf
Open Space Proposed
675% = 67,605 sf
F.A.R. Maximum
0.125 - per CUP #03-10
F.A.R. Proposed
0.109
Ex. Clinic Building Data
Type of Construction
Woodframe
Existing Footprint
3,433.5 sf
Height Maximum
35 feet
Height Existing
30.1 feet
Addition Data
Type of Construction
Wood Frame
Proposed footprint
4,591.5 sf
Height Maximum
26 feet - per CUP #03-10
Height Proposed
26 feet
Second story windows facing
north are prohibited per CUP
Surveying & Engineering Firm:
GreyWolfe, Inc. (540) 667-2001
Zoning Enforcement.
Department of Planning (540) 665-5651
Site Inspections:
Department of Inspections (540) 665-5650
Erosion and Sediment Controk
Department of Public Works (540) 665-5643
Sanitary Sewer and Water,•
Fred. Co. Sanitation Authority (540) 869-1061
VOOT. (540) 535-1824
Telephone: Verizon (301) 954-6282
Electric.: Shenandoah Valley Electric Cooperative
(800) 234-7832
Gas: Shenandoah Gas Co. (540) 869-1111
MISS UTILITY,, 1-800-552-7001
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VICINITY MAP
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Left Side: 15' 118.2' 24.8' p 0 11 ti 7
Right Side: 15' 53.9' 117.4' _ O °�' Z)
Rear. 25' 315.6' 193.0' J °C o '� cn
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Parking Setbacks Per Code Proposed y27 �O
Front. 10' 29.9' �O J �.P
Left Side: 5' 15. 1'
WWOO
Right Side: 5' 47.3'
Rear. 5' 167.3'
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Use For Parking Unit Tabulation Zil CC Z!E
Veterinarian Clinic 1 per 250 sf 32 z p o o
8,025sf �3�����j
Reuired Propose d c`,U'K?az�i
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Parking Spaces 32 40 4, QU U4WqW o 0
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Handicap Spaces 2 2 z o Q _, o
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Monument Sign Data
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Sheet Index
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Cover Sheet & General Notes Sheet 1
Existing Conditions and Demolition Plan Sheet 2
Dimensioning and Utility Plan Sheet 3
Grading Plan Sheet 4
Utility Profiles and Details Sheet 5
VDOT Details Sheet 6
Landscaping & Lighting Plan Sheet 7
LU
0
Erosion & Sediment Control Plan Sheet 8
Zoning
Genera/ Notes
Maximum
1. Exterior lighting will be provided by wall -pack lights attached
Environmental
ExistingDisturbance
Proposed
P
to the building.
g
Features
Acreage
Allowed Disturbance
2. All lights will be shielded (cut-off type) or directed to prevent
Floodp/ain
0 acres
0% 0%
glare on neighboring properties.
g 9 9P P es.
Outdoor trash receptacles will be in an enclosed six 6 foot
3 P ( )
Lakes &Ponds
0 acres
0% 0%
fence, unless located Inside of a screened storage yard.
Wetlands > 1AC
0 acres
0% 0%
4. This project will not disturb any environmental features as
Sinkholes
0 acres
0% 0%
defined by the Frederick County Zoning Ordinance.
Natural S. W.
0 acres
19% 0%
5. The owner will be responsible for obtaining or granting
Retention Areas
easements shown on this plan.
Steep Slopes >5096'
0 acres
25% 0%
6. Easements will be recorded and copies sent to the parties
involved.
Woodlands
0 acres
25916 % 0
7. All utilities that will service this site must be placed
underground.
APPROVALS SP # 07-11
i
Frederick County Zoning Administrator
SITE P •Pr���M
Final Site Plan Approved by Frederick County Planning Department Reviewer MW'= Date
1. Site Plan approval from VDOT will expire three (3) years from the date of the approval le%erg nAW
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2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction is not in progress at the DATE: MARCH 21, 2011
end of this period, Authority approval shall be void.
4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A
Land Disturbance Permit and agree to periodic inspections.
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0262
approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections.
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PLACE ATBENDS. ENTRANCE MEETS
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STANDARDS. INSTALL `60 65-6
STOP SIGN AND STOP ii
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ABUNDANT LIFE CHURCHii ss tM tiM, iXf
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t , i 1 FREDERICKTOWNE FREDERICKTOWNE
FREDERICKTOWNE
SECTION ONE SECTION ONE
tt. 'I tQMMONWEALTH OF SECTION ONE
01
Lori LOT2
............ ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ ...... . .... ............ ............ ............ ............ ............ ............ .... - ....... ... ........ ........ ....... ............ ............ V7RG7NJA A -A ", LOT
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SECTION THREE
LOT 5
Shed
1 111PF
FREDERICKTOWNE
SECTION THREE
LOT 6
EX. 50'GAS ESMT
Shed
FREDERICKTOWNE
SECTION THREE
LOT 7
Pool
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FREDERICKTOWNE
SECTION ONE
LOT4
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DATE: MARCH 21, 2011
SCALE: its = 20'
FILE NO. 0262
SHEET 4 OF 8
locat"n
marker
CONCRETE CRADLE
STANDARD
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
TOE REQUIREMENTS FOR
BANK STABILIZATION
FILTER CLOTH UNDERLINER (PREFERRED)
GRANULAR FILTER
SOURCE: Adapted from VDOT Drainage Manual
PLATE. 3.19-1
f' seise
30M
All bacMN to be compacted to 96%
o1 As11W DW8 maidmw denslty.
CONCRETE ARCH
4'selact
addil
a• aelen
Mom
2 O.D.
FES 09
Imo_-L—�{ �.•^--L—+•I
D D
■
J
In a"tiw to reatrainlnp each lobe of the 81arg,
any joint Mai table wthki the epee■od Imgth of
each branch of Me Wing Mal be roftsined.
L - to vealned Wvlh of Pipe (PVC or DIP)
0 - pipe dfemeler
D 6' 8' 1T fir fir 20" 2A•
L M 00 00 100 120 12D 1. 1e0
TEE, CROSS, WYE
L - rastralned length of pipe (PVC or DIP)
,/\ D - pipe diameter
diameter
'r 8' 17 11;• 1B' 20' 24•
45',721rC, 91 1/4'
L (10 20 20 20 20 20 20 2D
HORIZONTAL BEND
RESTRAINED JOINTS FOR
TEE, CROSS, WYE AND HORIZONTAL BEND
-2-
770
765
760
755
750
FEB 00
DI
Both Oft of Me Aft be reebaMied h edMw, al lo►fe weft
Me 6pD&W brpth on the large aids of fM mdwx aW be rewatad.
L - rastralnad WgM of
pipe (PVC of DIP)
D - plea d101110 f
t
,
0000���1
woman=�
�OOODOm
�a�aoovo
ooaaaao
REDUCER
�L�
�L 1 �L� D
In addition fo raeUNnhp fM connecbM ary joint Mat
Wa -Mn the speckled bnpth ehel be raetrslrrod.
D
e'
I 'r
1 12'
L M
90
1 rKl
I 10D
1 120
120
140
1 1e0
VALVE, DEAD END
RESTRAINED JOINTS FOR REDUCER,
GATE VALVE AND DEAD END
3
L - re"nad WVlh of
Pipe (PVC or DIP)
D - pipe dlunefe•
catRrAta� pad ta' QGta, e G �7e-j
s+al�i a
ti^.a'Rf! (ypx aitb Vb%k Iwo( •..
kxarK4 rW." --VOW wX
i4of
48'tsii.
�+--•t8'ta24'••'-# :...._ 8'�d'x18'codatk:ck
iof 12'•PoFre .
and 12•
1xRi4:iAa; pa418'cia. x 9` doeµ—.g f--sYAstzo (7a --- oa'"* p'd lB'
w *Kzia
4&m6t. Dxane LrNt--. bcrr»'8t 5�ca' ss:awr:4Vo
. <sA�efkatrah.Ay 10 naan rffM r b(ss a: .r,, r•...
.,v,x..;a✓,,x. a; wy>r.:u:'✓a2:::. new.. Nm4: v8ko S(e#
V*46 bail � $'
bdoplot }
ty Ei4i ! 1;e adeRlsf J
.?/�k�f�e••- ',t� ...'��,'1,_".'•.i'"..a�9:.• `"`:✓. `y.. taYsafswd �Y"�°�..
r- •1
i
8'r, 8'x %E'
miss racy( � �
acdsdt�Lx • � � „
WNW F*msd Sewor
1 eP, 1 B', 26' and 24'
GATE VALVE
FEB its -S- APR 09
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
STORM SEWER PROFILE
HN 1 "=50; VN 1 1 5'
770
765
760
755
750
770
765
760
h
%i 11
i / ✓ / s•c6a, saaxkb, 4s 74�ii1 ��, ,.f
<a'"o
f / Y4 pokAtkf yoim41
5
SKatss
/ / f /"'/"Y"i^"l^'•....'.... a(b'.590rC4xA � 1.. , / ':
60UM0 MAIL
MyrE:
: kvo. ex•
WooY NAO 04a nca ba 6-a;o :t:o 24{r.D u*Xm pa.1. rr
kbt*Gasm•. Is kt An wen) raA , 7 hi 9p sYG1xvS'nf4&
/,_„ l RuG'Wdst'aas>gkasr tdio9 ba a7:Alcsod 8n M(k'arn tMbeaBors.
9a nTjG�yb1 indfP.f70:Jatf 1'-G'Oz. x B'(wep
(a'd5: bd
�`�f. r a cmz•e xYID
ff �� rC .
91
r ° ` valrc b u ad*Pvor
� atati :(p of task
4" OF 3000 PSI
CONCRETE W/ FIBER
4" OF 21-B COMPACTED
TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL SIDEWALK SECTION
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�Id Faxdry of VA Inc. "Ific
b—N claw-stAwrphx4e Dame
and 00—, ft r No. VB-e•s
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Pwwga Model PA48VCSK (41 teat kon
clearoA cap with alandard 0mket end brass
O
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plop havYg a aaalleraunk squero need
eba
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24' dla. z 8' deep
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eantarY wye
ewe me n
\ 45 bend
meCetxBctA lokc
m•A.si t(�e wen .......................
8":/atCfs 8'stona
All pipe and fittings shell be SDR 35/26.
GRAVITY SEWER CLEANOUT
.APR 09 -24 FEB 00
2" OF SM-2A
8" OF 21-B COMPACTED TO 95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
PAVEMENT SECTION
1A
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1 o� LO
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755 8" OFDURA-DRIVE PLUS MIX CONCRETE ' ' �• .;� . `
#57 STONE
W/ FIDERMESH 650 - 3 LB RATE,'M75x•• z
NATURAL SAND, 1 "-6" SLUMP, PREPAREDBY ESSROC READY MIX, OR EQUIVALENT w 4' SLOTTED
4" OF21-B COMPACTED TO
75095% DENSITY _ fa
SUBGRADE FREE OF ORGANICS x- , a v ;" ` . ' 8"-12" CLEAR p cn> 6 Cc
Cc
8 COMPACTED TO 95% DENSITY 3
LLJ
u
" � am
WIDE
CONCRETE PADS AND DUMPSTER TRENCH DRAIN X-SECTION z a
PAD SECTION N. T.S. w w
��
0+00 0+50 1+00
STORM SEWER PROFILE
H-1 a 50 , V-1 a-5'
TREAT WOODEN PANELS WITH
WATER SEALANT.
TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE
PANEL. INSTALL ON 4'X4"X8' TREATED POSTS SET 3'
DEEP.
DUMPSTER & SCREENING
FENCE DETAIL
N. T.S.
TREAT WITH WATER SEALANT.
TYPICAL 36" TALL PICKETS INSTALLED ON 4'X4 "X5'
TREATED POSTS SET 24" DEEP.
HEADLIGHT SCREENING FENCE
DETAIL
N. T.S.
Lu
I-
0
DATE: MARCH 21, 2011
SCALE: 1" = 20'
FILE NO. 0262
SHEET 5 OF 8
11 I
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_4 ..A'IV. , Ef STOP sips are intended for use where traffic is required to stop. The qo=
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ow�=8s Folk . . - approach legs to the intersection is three or more, the numeral on the 29 1 ex 'm
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Typical Tniffix Control . . I , � . 1 !:41- )C 04 WR Y'
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. .1 . legend ALL -WAY (Rl-�) may be used. The supplementary plate shall &-%
Startenar� Operatum ott Shoulder .. .. , ". .. 1. . .*.*t- ? �4r, c��a lwx PUW1. MOADT"L :3 :13 &.� A . -A!�.Z! . . .. � .11 . I 10 r . e to 'PREWN . -
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"... VMS I.: / " � ./.; . . ,T0:MiJ1 have white letters on a red backgroun, and shall have a standard size of 12
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Secondary messages shall -not be used on STOP sign faces.
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I ,
,`" 4#1&,�
,lik 1,1a,
lnVAAW1)1Ljr_
"��'"""�' ga RURAL DISTRICT . , _
.... ... : I ; . 1__,��__�:
; I : : V13�1.1 k UK- �, SECTION A -A
: ; it '� "', -1
.5. Chniattelkling device Spacing shall he at the 150111(mlov : � 1. III: . I
; : ; .", ji -,� -foni-5-
�, 1 , W ... * ..... * ..... * �'"'� :�qlk`lvl?l �[.. .'.44-ij *. * .. I
, - '
•
Poj;ted,4WM(mPh) : .. . .. , , � , ,44,`-�,-, ,
. - : � : . , I 14r, -
I I m
144�.4twit : v". : : ..,
!L-K Lfi-+ : I � : I " � �',77 .g71
.. I _. ;
40, : , t f I , I ., Transition sparing zw 1��'- � .� !DQKW,TZ :01A WRT-JES. f OR 'WN' �OEP,--T
. �0 : 1. . ,. ff
.
i : I ; : qww '4116
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v . ,��. . . ,W . I --! . . . .. . . � I- I .. S
'VraVeIVpjjy,45p,ajVIftg so, ; I ; �� 1, , I , ". . 12. .6'k-A.Mmum 12' � ': f
402 i ... - -0:;q :*$E--CT-1QN...0,.7+D ___ "
� . I i&tlok 0
. ,2.
i
1% ----- - -- - - I 0mmw 0k: �Iu
4. The buMr space length -hadl be as %bovs I& In 'fable 611-4 for the Pei" sPetd limit, A : � ,� qt 1 . .0 1:11* . . , - - I----. - t:1
. , ; Cow'. #: .. -� "o- Y46; Wktrati, : �L uf
: 1 I ; 1, *,:; % ....
" , I - ,*,!I*:,� -:,. ?�-,,;� .,.i ; u.L4ft I;W�V.4W*�`* 040C. OET�Al
I 1111111-11111 ........ A41 , , " .",
: I e
: , " . I - .
S. Cons, Taper Le (L); �i. : I I,' : a : :;��IWZI;74 dQR` :i Z:��� W
: � : �,w � I :
3 . . . .. -
: : .. . 01**01% ro I
"ficed Toper Ixogth : '�* ! . . o0vtAif -
:
�
limit Laae'ffldth lnfimt " ! . � 0 .4"A ... :W.1 *V. ..
. .1. ; . W,M � _v-10. -
: I : ; , Pei*
- ; . I I . R*1 1 1 .11 . I I 00-0"006.
M-Pil -, it) .u., 12 : ; I 1;. I . N . -3VWW , - .
: : ! : ,.. .
. . - -
2.5 105 1.1115 .124 � 1i � r . D I' LET ........, I
.. .1 , � ,�� M,�: Ims P:fk'.� W-?e. 1. I . - -
; ,. : � :`.., ..
; I �! ; I : q ,
114i : I -1 ; . I - . I ' �) =:, Ca I
. ISO 161; I" 11 !. : �� IZ' - 24�" �PIPE.,: MAXIMUM* DEPTH (H: 10:
: :, : I I I ., ., . I *
35 204 225 245 Ix : ` :� : / � . i.'...... 1. .1, M!NOP SROSSRC�- LU •I 11
t;: . . . . I.. :,; ; �;. TYPICAL TRAFFIC COWROL - - 1' - . . iiWNWT OF IRAN RhWATIDA: ' Nn. - 00 ; . : - .. .. I
40 270 Z95 120 , : 1'... :, I 1OZ011 k
45 450 405 640 (.4Atimmer,rupor- V31, Minimum) 5 :: : . % S%AfnS.VVr PtaIfd tf#A* - - . -.-..--- - ,.j �� 7
� � HS In
: I : - (Fkah, Trc-36.0) N� a
. .1. ; I WP_2 V-4
1 500 550 604 : C0.11 = .
. , I
: : I �
.qo � 11 :1 x= i . =)
55 51% 665 660 : . :: N ; V-! "X.
J 0 W
-
I � St"DO: z :Zr_
::: I&
65 00 715 780 : . :
: � : 51 � 1. Ifixtayisut&-,pkis.4pwkf.i(:qmiw,amt$Li)L,L,�.ipufitig(Ir.b*jtutiiW2ixlwj&ngtcLuii:iiufs;urtsuucli,nt %I> .
: , I , I -1 U
: I : � Prnjty,fi lbepti"lw.oftkf,iP,�%is�toilfbnnma(lti,;�.i,wht�ntbe,v,,Mmk-Tir.gmauiti.,)OaraaiRI 1
6, A tbailow either &a : .1 vehicle with d AxTow board upervitiag, in the vIotiort Motif., Or at least Oor high- - :
I..."... : .1, : I Z-3
", -
lotenstiv ntstb4er FY441irig, ostliliiftvg�,w 41-obe Ilght span be par4.4 W-104, JR advance of the feral - , :1 ! w4lsttwdoria,es. TWelayfxroMitpplk,-.3�t,owuhi-lawhighvWiiw�i Zlijue,olwccs,higbwa.)(��. XXSTREET APPROACH SAME SURFACNG GENERAL NOTES
, . ,.,. .;. = TO K AS I A$ MAIINLINE ROADWAY (SEE NOTE 3) 1
- .. : � Standard: ADJACENIf TRAVEL LANE - I ASPHALT PAVE-MENT WIDENING m, ON PLANS) 1, WHEN USED N CONJUNCTION WITH STANDARD CG-3
" : ,
work frew. , � - N .. : : ; , _. " ,. W ----------- I --- __ - '00, ... SOO
- ; : a& �� _111 , , I i I
, ,
"
, I " , faced hall, or So A
. - .. ; - . .. . %;,.* , '01 OR CG- S
... .. 1. .1 :! : . �,i - - ..,� �� 'Nl*;R C " 0,190 shall IK, P W';t kow die Projen I ' (RAMS TO IDE AS J7 HE CUM FACE ON THIS STANDARD IS TO
. . . . . . . - --I SHOWN ON PLANS) Be E TO MAT04 THE MOUNTABLE CURB
Ov4wn- . . . ,� 2, I'lic 19ROAD t NX13VICITON3 W ,I D
! 5 : �
. - - �
.M."(.."..tK�f.09.113j.".I!�",K,Y.I.cl�..-,�,.il)!.,�i,p.-�..41).d.Am);Id�.,iipt.dgyjs;,.O.�.,.i.w.��*..,Piimijmw.�if * ,.� � �� : f #', �:*' � 4..e-.-!. iod-foakv 41101-AtruLlobwArAIR11*11la- . CG-2 � CONFI(MAVON.
: � � . EDGE 13F EXISNG PAVE�XNT cc-4;
7 .f.'%:-,II.(?0.-&jx,jw.1.* - : " : � flillfin; L - - - -
�,..:,, ?,": � .� , : : (AS DETERMINED IN M,D) / IWIF suit V I Q C-14
�-N-4�kk,Wbh-*qlr),�goi).:t�.?fi-A,t"iW-VLITLrIm�ib,2- �_ihlfl L�2 1 �_, i �40S-Ahw__ � :,, W : I : .. I zl"
1:r f __ -
_...4# 3. QUU;0� AhM'_jX1_1 4&UAAAtkUMAM,A,1W1=k a= ih / ZE 1Qj V-) US 4 0
y%-mjjm sja36 my be, used w suWkwou t . � I i% : . .
8, Vdiick b ,igh-wemily win6w, I)SAting. osi,ljjafiag. � I ; : usm&uf A &.1ring chg wd .- fhb AD I NMI CKWM, IXMO N* s i an wa b t� g t i mi twed a A ditimi y a L I - --- --- . � - - - - . STIEWALK USM WITH THIS STANDAM. _�
, V16 .; I : , .. �, ;t Z5 On
, : : I ; . I - - I lz�
gskc III", ..f .... I � , 4
. ; � X " . 0504 ... __.."; ....... bx.ft,j%=jJM6A109h"L TACK COAT THE PROPOSED V, WALK
. 11 I- I �.. - , . t . w � - - - - - &�q Q�j C_K pit
: . : -1 W,2;_4 lstswj%ird� CONSTRUCTION JOINT EXISTING ASPHALT LAYERS MOPOSED ASPHALT LAYERS a 2 �
Standard., 4. 1 : I
, �i ! ! 0) I.NPAVED SPACE U-4
Y": -.1 : 6,! �', g �: I � I OPTIONAL - R
// .1:, : : � .. y 4. Oo rtaidws14 l4svin, is iotdiew wkIerthait HP, ItO A*d rtht,Mp uRntblim shall be. retfutre4. 9 3, M04ME PAVEMENT SHALL. BE CONSTRUCTED TO THE
9. NVljru a side toad Iatrrser.N the highway withlit thr temporary traffic vmtrol -.nmc, additional im(fir : �, I , 1`� �. . V3 Lox - #0r, .. ; . 4. 1 1 2!!--- R/W LINE (EXCEPT ANY SkWRADE STABWATION -��C, � a Q �_ -Q . .. . : _=-iiii-F-wo - ;il! �., !2 a � 61sukatce. =Q ;in. : 1. , ��.11 4�: W. I - ____1 - V
control devices *hall be plated aN needed. ; � t i � ; At I """,,.O�', REOMED FOR MAINLINE PAVEMENT WHICH CAN BE -1 �E .nC ;t i� C�o
,
: I rl I � 1 A,'Ie�f'fftk'-.'(i*'?.VW'fil,'IffrA,Ihfsowliyot,rs�-))Oi,ldh('fiko)>rk�vi,,,;f;h�pri�W$f.'ri�,ittifyefo. 00mam . OMITTED IN THE ENTRANCE.) ;at -K ; 6-.;o
: I .. �� � -
.:: I � EXISTING SuWASE PROPOSED SUBBASE JOINT.' I �EXPAINSION -
� �;!: 28E
, t H I !!r= JOINT :5 tej � - -, :k-
, , -
. I ... - : , . 0 1 .,
. I mlon. ___ % 1 4. RADIAL CM OR COMBINATION CURB AND GUTTER WZ U) F",
' , F �_ U 6 Z4 �k :
% Tlwmraqsg -Juswit ff!W x 24"]i is ft Pfiggiv mW Lut%ized A=w. Wylywly syge4m. FfP-,5ty,MdffiV r.,.Tj SHALL NOT BE CONSTRUCTED BEYOND THE RIW LINE UA - -0 x
I 8M WVrH -0- 2'-W� OR AS DMEPT FOR REPLACEMENT PURPOMS_ - - ;L. U_,j CS
10'"rY OAVWW'on (f'#.'VhP111drr &A1MLAC4;1:Ma1LiMa COMPACTED SURGRADE UA"'jw ROADWAY to mr
(ftwe M411).
. ., I - 4 ip-
. SHOW ON TYPC& SECIION , AIJWI P I I" 8
i�, -
�,txy low t-aEc(jjI4(I Njay,'fPS: Psg,t 611-4 U� XOS T%Atf�,, - CONSTRUCTION JOINT DETAIL PLAN VIEW 8 ! -3c :g !� . _� C
1-11.. 5, LNG
ENTRANCE RADO CANNOT ACCOMMODATE THE U �5 (� 4� 41 �
TYPICAL TRAFFIC CONTROL . . -111.1, M REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WOEWC LAYERS TU$HNG REOUREMENTS OF ANTIOPATED HEAVY TRUCK I
: ... MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEW" & CURB RAMPS
,Flagging (*Orafiorp Ott lii,04.azie Rlmd : r, : : . .. I ED PROPOSED MINMM iV,, INCH TW.X ASPHALT SURFACE COURSE (SEE NOTE W WITHIN THE LIMITS OF THE RAMSHOULD BE
ijfture 7TC-MY) i If i i I 11--1 ... . W'PARAIDOLIC CURVE (ENTRAk" ONLY)
: .. : % ; ,= vzo,2 "EASED TO 7".LSEE CG-13)
+ ...... :: : EM OF
: : " ; . W' �:2�'! x IMINIMM t2 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS a x MAX. 0
ziau : I SLOPE CKAWZ- W 6, PLANS ARE TO INWATE V*IEN CONSTRUCTION OF A FLOW
; AS DETERMNED BY CORES (SEE NOTE 3) PAN" .
"I ...... i 5 -,;,�*i orrook rw &I!�. -Wl� - - - - - - 6 LINE IS REQUIRED TO PROVIDE POSITIVE DRAMM ACROSS
, :
" V. I : �
Gnsouslve: . Ak _ : ism
: , : I : MAINLINE THE ENTRANCE,
1. .1�i,eas;twt:�.�,�.vteii;tu;;wi?ltmjld&,500'-$W�-,�Jwvjliopnied.vNL-Jliriili5!g,aotLt-*w4.ifioi.u.-d3so'� ; e� RoAb*ky-- - Z- - �F- - - - - - - - - - OPTE 7)
1 1
� ! I.; :4 ox ", - - - 0 (D
- *
RRY tvkrs "holvostv's(vedhi"it is 4j #11VI err k". i T! : 4 7. THE DESMAKE AND MAXIMIN EWR*4CE GRADE CHANMS z
* i - . �,�i : .N. I rA. 111DK CHANGE 0 - - -.-
I ... : . NOTES, � I , - `0' ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE 19 - :i '-!'�- . TABLE. THESE VALUES ARE NOT *PUCABLE TO $TRU
2. (,4r*:.5;11t)ftldk.exm,ix(tilfht:;,C.vi.Olis,�ik�,ii'io?if>til.vqfti,,Po,04zae!i,n)fil;�$((Vmiai;;ti$t?jly,).v5fbIe.r.'O-f - - " : . I � 1, ASPHALT PAVEWENT WIDENING SHALL "AVE A PAVEMENT DEWN W ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. O CONWCTIONS, T �
:
... %X :
I . .--+ : 4: .Ayfrspev, ire eK&O).%-f!fl)ie.17aw.1'sf,)tk,naffeti,(..0),Vlfftxd. ,5v.todorz tl.Tft,-$.�.-ei*rm�edii*�i;eiadewletiti0q))OI f , - ,-, I I
. _-.. � *• , : r y,4 ,e � Eft. - & MINNUM OR ,.,: ; *1 . 1� f�
i I _
morg,waier than dire oahwx iisJpj,Pvhd4.4, Pag,IA-S, '61-- �t�;�-; .. .: .... IWAI : W 2, TRE PAVEMIENT OES4N FOR ASPHALT PAVEMENT WDENINC $NALL 49ET OR EXCEED TW_ DEPTHS AM TYMS OF THE LAYERS OF EXISIM PAVEWNT� I I— _ 4. I INTERSECTION NOTES in
. ,?� - I : Al 1I ,-�
:I i4 -. I I
CvAjqn. . : . " � LIS.
4""", �,�- . , . . I t.
. I :. � I SUBSURFACE DRAINA0E OF THE EXISTING: AND PROPosEo PAVEMENT Sj& BE ADDRESSED IN THE pAvrMENT DESIGN, .. ! "�.� ,�.'211> �, . .. . . . .
, �c .1 . . ,
.
;z� t ;.; Z�
1 NYbA9..K1M7qf,t .0t.w.omris..glimOlp��i��.m.,vqj.it-�l)-t..w.q�qf..4.�.'�y..A�"..5L,o�..,,,.�f ..,-5�,�f),�'.'..�JA-t,,,..13...4,v.)!�, * , : . Ar." I I .1 S. WHEN CG-VIS USED FOR STREET CONXECTIONS,THE
" , , ", ':;�� 4 �'.,/-; * .; I � I i:
,�,r-, 3, A WNIMUM Of THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO MtERUM. Tt-E TYPE AND TRO(NESS OF MSTNG
. A-i "n : . _4 n . M CO"TRIUCT GRAM CHANGES WITH A PARABOLIC CURM z 3x
w0j- ". ."�� 1'1-�* .,� --� ; : I. CONWCT04 MUST IX DESIGNED IN ACCORDANCE WITH
� ," : ". PAVEMENT LAYERS. THESE COME SHALL BE SPACED tin MORE THM 500 FEET APART. 0 (n
. : i . �, ,�', AASHTO POLICY 40 THE APPLICABLE RE " Cie
.. :
Standard; : . T. �' : OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPM
t ... I , � : 4, THE ADJACENT TRAVEL LANE SHALL BE MUED A MKW'JM DEPTH OF I yg INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE To WcHTRE SECTION A - A (A 0 0 . . .. . ; . PROPMO PAVEMENT WIDENING SLWACE COURSE, UNLESS WAIVED BY THE CNGAWCER, SIGHT MINCE AND K VALUE REQUWD"TS, 1
4. Mggag stotioms Aall -be Wcated ficr enough In a4vAtive of fte work wne m fmialt approaching : . : To "I :
: : . �'O, ?;, .: R.
: :,: :
. . > 6"
traffic to redder spend sadfor iatop beforr pas -it" the work zout and *11ow- sallident dw- mace for *. 1 , " :� .� ..."..". : : � 9. OPTIONAL FLOWLYC WAY REQtNtE WARPM OF A LLJ LU :3
, 1 : 5, THE ENGINEER MAY REOME THE MILLING DEPTH OF 76E EXISTING PAVEMENT ; ?k $ ; : I-,` TO BE ADJUSTED TO ACKEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
: . PORTION OF GUTTER 'TO PROVIDE POSITIVE DRAINAGE a[ M
0 i ;
'.
dqiartiag traffic In the kit lane to return to the right Line Wore reaching opposing traffic (see Table : . I 1�� : � . I AND EFFECTIVE SURFACE DRAINAGE. ACROSS THE INTERSECTION. (1) cc
61`11.4,0 on page 6114) . * � ; 11. . =
- ; : ; io ,. .14, : -1 z
: : � -.1 RESTORED SU%-;, ECT HE APPROVAL C16
. - 11111�' 6� EX,,STING PAVEMENT "04GS AM MARKERS WITHIN THE PROJECT UWTS SHALL BE REST TO T V OF THE ENGWEER, . �
5, ,*Jl flaggevi iliall be stiou vertMed sod have thek cm1ficatiou card In III& limsesaorl "t" ; : I
] LU al
: : . - __ __ Ce Ce
: ;
performing flagging duties, (See Sortloo ,W-01, QualMrstions far Flagg"O ; : : I . 7. FINAL TRANSVERSE PAVEMENT TIE-N SHALL COWORM TO THE RE"EMENTS OF SECTION 316.05(c) OF THE SKCFICATIONS EXCEPT THAT ALL JONTS ALLOWABLE ENTRANCE GRADE CHANGES
: .
.,N,111111111 J..", :; �1 11 I- -1 I - - _4 91.
. AT TtE-NE LOCAMONS SHALL 13F TFSTFT3 USP&C A 10 FOOT STRAW44TFnew ni Arr.nRnAmrF' vvirk T&W RFnInR;1W?JTq nF CXr_1TifW "km (171 1 r%P TkQcl - I I I I I I I I
& t,-Dncspaclag.4110HFmmmttoilowmg.
g,wpd (-ph)
Location
&IS 301
Transition'spacing 20' 40'
Travel%toy -Spack% 40' N'
7. A'Ahadow verhitio with at IeAxt me high latowltv rotatinz ii.aukitinf� or amber mrobe light shall be.•
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SPECIFICATIONS,
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CLASS A3 N. . V, . . .
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C01114cwt . I . .16C 4:,
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a SECTION C-C
ENTRANCE VOLtW
GRAM CK44E
11W.
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LU
-
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n
101
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1,1_.��r
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1
1
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DESIRABLE
MAO"
KOH
I MORE THAN ZOO VPO.
0 )c
3%
MEDIUM
1 500-1w VP0
� 2c3z
,
6%
LOW
I LESS T�HM WD VPO
! C.SX
at
- ' :;4 ; I
parked.W1. Iffs'la advance of the Ant work cm,W. : : `� , I I .
I
: I NOTE; ALLOWABLE ENTRANCE WME TABU IS NOT
; : Ur/ ...I.. + M-A! .... 7. 10V -
: ; - .
umigli: : ; ; . - .
: : 0 . . - . , . APPLICABLE TO STRUT CONNECTIONS
' : ... - -------
: : . I
-y : : .1 1. O" . $
KCIFICA11ON - -
: : :� , 1�, -, ,,, - . War vDar
- A �N ,4tava,LvnWibr�;,Iitiibi�-atca;�-,gh�cad�,a3,-�,;wat3iiiigtiftlg:.sx-aa.-&,i;ilt dk : , ,
0 -W&=tal fia� V ;, � .�.�l : �*;;e�� SKCIFICA,TION
tv : : a ! , FUE WIEW-Nia x
%.Iwitil,Amlrc%a�l-�m;!)--�itfic.pri�vit) Tgft-WjW,1!1%j14=f 5-?fAi(1Afxq=jqkmW . . . PAVEMENT WIDENING REN"
: ; : X
: : : . , . - 0-` : ROAD " SWOE STANDARDS
: i ....... . � , : . ROAD " BRWE STANDARDS
0&4da,wo., : : � I " - . ,;�_ .
: I :L 11 - I SHEET I OF 1 1
Y 'I TO STOT . . i. . . - TION FO STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE I SHEET I OF 1
9, ff?hrq.,,,0,eqf,rq( - MPJ,'/, '"s�m, dion the 3bould-& rwdjusibdisy ; .. .. :�___ REVISION DATE (CONNEC R I ,
. fie r1wc-hex dw "BE PRI : - I 315 502
; ...... : , !.11,1� �; .wii, J*�:� � .* . . I
: : I I# ... , � .
I
- i 4 ... . - VIRGINIA DEPARTMENT OF TRANSPORTATION
; I : .; . .;", . --- I * I 303.02 1 VIRZMA DEPARTMENT OF TRANSPORTATION 20104
: - . .
. . : . .1 ".. . I
qsM419ssPMiilfiftlfi(gRd,'$'16ftW;;,'f?Wfft:ii;sj,i;fo�102dtk-txigijflseltir,iisi%v-ritfl.gv(dvc?.f;ssii;,s,il,fef.ww y I ;� : $ ". "' , 4�),, y -4-- _T 1;�: I
geallat - dw. (film. , .. i"�'-• I;., I
. ,
lk wlwa v lfixjsfn�ywval ,,x0.VS&.g,�%4nr xidsol or zq.wroaw f�' Me Intrsfucm envo arid it ,I.r uwicfwfeyl Am( : : , .. ;,. .1 :,� / I - � 2 ....... I
i� -Vi"; i ��, I 4., I 111:�
: I., .!( I . 1 IN'SEFff A'BLE SHEET A59
! 1".. P, - ! '��>* PM-3 . 1. ..",
i tll - I 11 I
.ponfl .. I tP14 .1 : I ,
tfU_(iic-r<>P)IOJIZ,rjV(41.01WIII;YtV4vfi,';Klgds�o?itatelse fytyf.,$)Itonam)py(.,C.Wtes t�'Zeh(g..Inv.;��:-rrifl,rnss,rff"g M,W, i . . V � - -----,--
: �;, / / I ..
: ��` 1111, �.- �,;: W 4, * figu tv 2 1C3A?jfW- adMomme? ot&jma tion on Nonm5--riai ormsinr,� * I .,�_ " . " ;
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,
.
-
- : I 1 A . .C-Z
: V ,o-�o -
Standard- : �,F: - . .., 1-1_, �
: . .- .. /: �,,�. 4 4.6- -.�_
- A , " , -% , -,.� - . k . I I.,it eight, [bagger statkAL . I I TURN LANE A wo-&V, Low
s %ball tic Illaminated, except / � 01 � -* DO
. . 9 in citicygewit I : ..." ., - ARROWS 561U 1 5
1 : : . i / . �* ,
: : �,-. ; I I . I 4, .
. . .,
. / '..".. / . :2-:c-c I
W.0911, : : . . I 9 THM LANES. USE XV SWV301 SPAGW_ 7 ... Ii! ............. : .... I
: : , * f 11ft ARROWS R1&_QR I 01AWK Q By . I
. : , . I : % 19�
: - ,2 1 , 0 0
, . : : . THE FOLLOWM. 0 MORE TOM 10ONUSE WMSKPS .
-bixi ligns.�k[L's-ygwds,-gmc'Lqp.qr.�vLtLeo.kip-Lotoj-MAM-I,-<i.,�iLlli,L2ikk.,;g.kt-t ; ; : i f 11
. . I
.. , �� . I TP = SPACM),. . I .. I
,
I2,.Cffle5_ftW._t%.g14r.4PA§4_A M/ , -, �?.,'�; .;. == THE ENGINEEk E% D&� I ,4 I . z
Imm" ; : I I � _e� (Pol _!_ . �
. . . .. .1
: w_ wu.� : #, A' q, 011,
134PI.1 -Sqk .LiAIL-t!m,�A%�ckh.f4kk:4!.!X-qd��,p�tW�,jgg.�,LtLop jruAa%D.y., a, - s&gLL ipg.q : : A --___ . . 'A i '. . 7 ...-.. . I
Wen OWL-3t iii front by4b 4irocdo : ! .. .. DAN 4 *.' - . I t.� �,
,
. I 11 1 Z3
Mor"..A. .. " . I•
. MAX � I a . I. 7-.1 .- . I
I .. .. . . $ 1 IARRO* LOCATED AT WPOWT OF FULL WIDTH TURN LANE. ..... , , ..: , P. .. . 1_�, 1 $ . V(Z)qA -4 __ A_ L2��IjbILIW&gA.I:g q_ : � TRANSITIONS 100'OR LESS:D0 NOT USE SKIPS, . .. , '�`��I .
M : :,
g. a simic lljwym wk4AO to IV visible to to3d Agem Agmcta : : '' ,,00/1 6TURN LAW LENGTH .. L1i Arz
: . - ... [_ I : .. .
�,-�
� -..
1W 'a . I ". t 5 1 1. I I I 13 I ARROW LOCATED AT SECINNING OF FULL WIDTH TURN LANE, I . I .. V � - "I _- . 1�_ I , .�-
.1'. ., ., ., .,
V1ft8:Z#r.N#jeC1.1Af#ft I ARIRO* LOCATED W SACK FROM STOP SM OR END 11 ........... .1 ........ ...... ............ . . . . , .7�1
ft.d.I[Em A�,.imv-lv..�A,A4.(��o-�'ILqlsq-ok .. : . . A . 301'OR LONGER 3 ARROW a .... - , . i ... ..... . I ... J. - . .
.,F1AWxg::pWeMi#H.: m Twoza'" 4044. , OF L40C LINE 1 2.1 . . . . - .... 11 .
. . . ,
r I .. . . , I � I .
(ApIriii"Mb- ;��010) , I ' ::::: . __� `14
. - . I ARROW LOCATED 30' BACK FROM STOP BAR OR END "I 5
=' OR LESS[ 2 AM?0" I ARROW LOCATED AT SMNNING OF FULL WIDTH TURN LANE, _.,,j -IMiNCATED 'VO?96 - ,A " I
. . '?A&�S� . I (n I t3 Qj
I OF LAW LINE, A SIT SWItt IV *.'��.O�q'.Of� TYPI"A 111; I_z
Section 2B.04 STOP Sign (RI-1) i . . >_x. 1. DESIGN ;� V
M 4-3'tIV�.44� -3STOP SOLID YELLOW _,-2'WHTE. SKIP LW I - , --,.Wlx QStandard: When a sign is used to indicate that traffic is always required to stop, a STOP (R1-1) sign (see Figure 2B-1) shall be used. The STOP sip shall be an octagon with a white legend and border on a red background. Secondary legends LINE ATTHE BEGIINNING 4'SPACM . : "'Q �. .I I . .� (z) , k
. . . I
OF THE R . '. ,-�.0 r- W4 MAX� ... m� ; _,.,..... 1.4 4 ltwx. . - . 0, C� i .. �.� I I ". I . .Q N
3W SPACM -,N Jim SOLID WHITE LM i ..I %CZ -!�,t_
of approach legs controlled by STOP signs at an intersectionis three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches '0, *H"IE Slop LINE _111\ -Tn PM 99 AMUT . . :2, - . .-.-.. --- C -
shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R1.3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. If the number I BACA Of'-aA A " 64 -
11 I I I I , 11 I , --.-[
._."__,---�
_ .
are controlled by STOP signs (see Section 2B.07), a supplemental plaque (R1-3 or R14) shall be mounted below each STOP sign. WLW vwz" � . . Q
- - E .........
. I R,
- ..No. I P�: ........... `iLU:flQ'N A! -A I . C) Uj C,L. "_ A*
Option The ALL WAY (R 1 -4) supplemental plaque may be used instead of the 4-WAY (R 1-3) supplemental plaque. 1�. �
.. 11 �:: . ... - AVN.. r '.11 4�0
. � .1 . - � .. . . No �
Support The design and application of Stop Beacons are described in Section 4K.05. 1 1ASSME I .. , -!, : . k I'll, . . 11. _�. R - C4
. . "
me � I t Ikuc 11 I I . . 11 � - -,
All STOP signs must be 30"00" in the Edinburg residency. � . . I . I 1,9A '�_ . 11 I .. I - .
- - - - I . 4ORT ' ' -1 . .�___ 'A
.,.-I--- . .... --- I . ... I.. �.. .. .--,-Ik. I
- - - 00-0 ( - ----- -- __ - - . ". . I , �. -, . Z Z)
1-1-OLI � ,. I ... . ,-.-.-,-- ..
. . x__1 -
I I I . ...... �: i. - 1. 11 - -1. . . .
- - r__1 I - -_ . - ��7,�a�:;�_` .... ,.
I P r.� ____,�.___ _ . .�
�,V' � I . �: , � ,
11
- _---------I ,--.- , . .. " :: .. I I
4 . . I Section 2B.06 STOP Sign Placement . � _ \ ., .. . 'jpj M -I ( - - '$ . - I , . '. !., f �,^ .: .,ftj U
. ECTiON 9-8 . ... '.. � ..
Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Aheadsign (see Section 2C.29) shall be - � . .. ., hwt, y'Y . .
,
installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be , ;r- I . I . TE , e "1111, I ` r ... . _,�. . !T
�
\�TTQM OF ARROW AT BEGIN11" X01P FOR C�I-Rk, NOTES OR '(W.-:% CUM -W�W�q suw� "Ll , ". �' .`lk
, , .,CC, -1
mounted on the same post. OF FULL MOTH TURN LAZE. I I 1!1q1..§xVT ,.QF'4:, . . . I .... - , . .f .'�R,A. QN5
I I Cz
. : C_
Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. I . z 4
Support Section 2A. 16 contains additional information about separate and combined mounting of other signs with STOP signs. NO EWE LVC REQUIRED WHERE CM NO . - Z3
GUTTERS ARE PRESENT UNLESS INDICATED .. .;?" .4 4"501,1WE " 4�M,M --A �.%4 far
V-11-1 .1 A . I ' V-T- 'V- - q)
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B. 16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the try Tile ENOGW". 1 ,%,V4 OV'f jje Ify.-
, .�
�4 "Ic UwAY !W?/,L V ::: I
11 , .. I
,
V_ pofWAX0 Wl .4-M �� ;!
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP I .�,�
DETAIL FOR LOCATION OF __ 4 'rplt VA91(cf): .t. * *
__ �9 1^A.0.sSWM.9,MF,A.,11i S, Bn
. . W ;�
. I V11"..., . ":T
sign should be installed in advance of the crosswalk line nearest to the approaching traffic. EDGE LINES ON CURB SECTIONS Notes- 'N'.. - ;
�3 . \___�- -
OF ROADWAY 040 GUTTER) 0 4 , j , . ,. ---.io I i
STOP BARS, IF REOURLD By THE 04t;Km SH&L . ., ....... _1
BE A MINIMUM OF 4� IN ADVANCE OF THE CROSSWAX. .11 . ;_il .W. . .
___ . -1 i$ W . 1 71
% . . : Section 311.16 Stop and Yield Lines .. I .. I ... 1____S -1, � L(I , !. 11
TOP BARS SHALL BE TIN WIDTH, ; � M\ .:-
lines (see Figure 3B-14) shall consist of a row of solid white # S " V) � :
- . I �
.
Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t ci be made. If used, yield # # 4- MARICING 01 - ; - I ,� � ��
I ) I ... I. I -
t ARROWS $"&L ft IN AV.'ORDAWZ WIT11 THE WTCO. . . ....... t I C-06, I I
S 1-31 W � K ix -, .... I`
isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. * & SPACM BETWEEN DOVOLE SOLD YELLOW UW5 . . . (.;i :
. :
SHALL BE 4". 1 I� . . * A
I . .. 1;'�A_ :1 . I
Stop lines should be 24 inches wide and white thermoplastic. ossw'6i_l� * TYP ` - , F'LA'EMENT
Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RI - 1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles I NO EDGE LINE REOUXED WHERE C(M AND TYPICAL PLACEMEN't 1. � .
' 'D.A 1
CUTTERS ARE PWSENT UNLESS WCATED BY A I' 1,,, N T "- -,C'T ION " � 6.0.1,IX., V .IATIO AT � N T E R 9� (.`� T I G N
IM . .jN. -
I . . I � r 0SS',A/A �*
comprising the yield line should have a base of 300 to 600 min (I 2 to 24 in) wide and a height equal to 1.5 times the base. The spare between the triangles should be 75 to 300 min (3 to 12 in). THE ENGWEER. . Ek,j�' _ '*-, 1;;1N ,'R,, I K
,
a. . *;:4e',4 : ,
.
wl�fkllq GR05SWALK i - ,. DATE: MARCH 21, 2011
. .1. . .. . . -; F " R
Option Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI-2) sign or a Yield Here to Pedestrians (111-5 or RI-5a) sign. (WOTH *.Ff E- STRIP.).
4� .'' I
K20I
�
. . I
Guidance: If used, stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock TRS-N T010- UMD risk.
WK4�11RQCVON ?,iAl 1W...0M.00,Tes., W=R:%A-'W&k, LAWAW"
(4 " W00 RCq.WEP/ AT TW Oe- CU" RAMP. WAMW. CU-00 14AMP LIMIGAT�.f R'. K91-F -t W ., �,� . I ..O . SCALE: N/A
crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 In (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled I , TR=110,4:16 FZ��T FOR ki�.Rilr,N`a.
way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized inidblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 in (20 to - _......... _.. _,__,_.____ . ..... __ ................. . . . ... __,._._.__ .... � .... .......
... � ............ I ... _ ...... . ..... . 7 .... _ . .. ................... ... I .................... . ...... I .... - ............ . ..... 1 ... � ...... � ... 1. !" 1 or ...:4
SKCIFICATION 00"Kia ........ 11.11 FILE NO. 0262
50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m (40 ft) in advance of the ItEPERENCE xvccr wtft-t4 CQ-12. DETEC'TASUI "WARNING SURF KING . . *.1 . . I . CZ
. . .. . .. � ROAD AM BRIOM STANIDARDS I . . I I . . . . I "... .
nearest signal indication (see Section 4D. 15). - �, : .
Support Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. 704 UNSIGNALIZED INTERSECTIONS RMKIN DATE I OFT 5" TYPE, A TFRR�NDICQILAR) .AP�-jt,.I-"r','...A,-T!'.C."N !Ma SHEET 6 OF 8
. '
VIRWA OEPARTIMENT Of TR"PORTATION I SHUT W;K�NA 09PPPIMEN! OF Tk.'ANWW,-,,A1t,,�*,
......... 1330.30 11 L_ 1..x',4>135�
Dr. 9MC4 tVokh Wa
'iltop1w,p Qy, VA Vfiii
RF,
rk—w Dr. WLIell *ffej €1i!"6fl1r.1-
*3aw to WAM.;x6ofstf-pn by &,4, f;Narkk Coljfsty
MAY y'A, 2s310, OmdifiorA WX rimmit 40- 10 wo Awotvj m attow lor a bviWing ewpw -loft a6d palti ag
by
orb
an 9: Uw- flqmif 4W I U d t dv. fif) t1syWing"
11 All
41 116t Z 434 20, kv 010£ hit
Zh
3.
Ifni} tlte Altnig ft-moop Ropcm. wdow tqt
alonq dip a $ q: Wx; , W."h3ko fit-,
4. of l�c *91PUlYtif &-ArvJ b�y llke�- �Ixt0r#lqg re.4idoqj�-w gyn upplia-tit,
0"Yoo""
. . . . . . . !ll, !Mw 4,11 'a
11. be no wh&sn 111C wcmd S&*$[ nogh W4, d 04 Wjtion,-
Ify"m fief1i
00 saft
,0-
,%0(19,afKl SOWE04oa A"� IaWr*or
MRM,d
VVI
fXl �N"t� 9"R W24,, Wte 20
R78 HANDICAP
PARKING S"k
(12- X 18'9
INTERNA770NAL SYMBOL
OF ACCESSIBILITY
IF REQUIRED
VAN
ACCESSIBLE
PENALTY $10O--500
TOW --AWAY ZONE
PARKING
MAY BE PLACED
ON ONE BLANK.
AiX1US71NG THE
REQUIRED HEIGHT
TO ACCOMMODATE
THE ADDMONAL
LINES
A
REQUIRED
EFFECTIVE
JULY 1, 1998 A
PARKING SURFACE CONCRETE WHEEL STOP=:��
(IF REQUIRED)
HANDICAP PARKING SIGN DETAIL
(NOT TO SCALE)
Prune codom&Mt
Remove top and Aaboho—
Cut away aN bo&V ropes
Remove top of wkv
DO NOT prune terminal
Mode' or branch tips
Prune narrow crotch
aft9oft & waterspouts
—PhA" broken branch"
prune suckwv
2t-3" m" kept
from trunk
son woo to
contain water
Dackfi# soN
~ holes in and':r flrdah
bockwv
Area for water
Rw)ow conidw aW ai =1121-
== or. be instaw)
mud� badW or pmaW 1 Leave so.W soil pedestal - do not
&V-V— dip &ea— &- boll depth
Dig hole 2-5 times root baN width
TREE PLANTING DETAIL
(NOT TO SCALE)
2-
C
Prune 4�� or
broken 'ove
rwr
:=h=
1:r
2-3* mulch
Set top of root bop
to or 1-2'
gradeL
Remove container use
!lads to make
1/4t- I' cub the
Aw" of ba# and out a
;��4 X on bottom of
kaosen compnew
CONTAINER GROWN SHRUB
Prune out arty dead
or tiraroai
oM t494 lobe*
WkVM6 eta. ft"
2 3' mu kh
soulow set top of root �Q#
to or 1-2
groda
Remove rope & burlap
from root baw.
2-5 Ornes
f root bag
BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
(NOT TO SCALE)
LA NDSCA PING DATA
Parking Lot Data
Trees
Requirement
Calculation
Parking Stalls
1 per 10 Stalls
40110 = 4
Impervious Area < 100,000 sf
1 per 2.000 sf
5.3 000 = 16
120
Green Area in Lot
5% of 17,464 = 873 sf 1
1,928 sf = 11 % provided
Trees
Symbol
Common Name
Botanical Name
Planting Size
Mature
Quantity
Height or Caliper
Height
es OW
Kousa Dogwood
Cornus Kousa
2" Caliper
25'+
11
i.W.Sy
XT
Sycamore
Platanus
Occidental&
2" Caliper
5W-75'
3
I
RB
Redbud
Cercls Canadensis
2" Caliper
20'-30'
1 6
I HEADLIGHT SCREENING 1 3611 Opaque Fence
A# outdoor lighting fixtures shall be designed, shielded, aimed,
located and maintained to shield adjacent properties and to not
produce glare onto adjacent properties or road rights -of -way.
Parking lot fixtures and light fixtures on buildings shall be
full -cutoff fixtures.
Building -mounted or wall -pack lighting fixtures shall not be
mounted more than 25 feet above the finished grade of the
building. These fixtures shall be shielded (full -cutoff) so that the
light source is not visible from adjacent properties or road
rights -of -way. Non -cutoff wall -pack lighting fixtures shall not be
permitted,
HUBBELL WP-1 FULL CUT-OFF
MODEL # WP2CH175QT
WALL -PACK LIGHT DETAIL
OR EQUIVALENT
Seeding Schedule (Der section 3.32 of VESH
1.) Topsoil will be spread at a minimum depth of 4" , 2.) Pulverized agricultural limestone will be incorporated
Into the soil at a rate of 92 lbs per 1000 square feet
(2 tons per acre).
3.) Fertilize with 10-10-10 at a rate of 23 lbs per
1000 square feet (1000 lbs per acre),
4.) Seed mix will consist of 75% Kentucky 31 Tall
Fescue, 10% Annual Rye, 10% Foxtail Millet, and 5%
Red Clover at 200 lbs per acre.
5.) Straw mulch will be applied to all seeded areas at
the rate of 3500 lbs per acre and anchored with
cutback, or emulsified asphalt applied at a rate of 200
gallons per acre.
THE REQUIRED 6'OPAQUE FENCE AND EXISTING EVERGREEN TREES WILL PREVENT LIGHTING ONTO NEIGHBORS.
--
- — — — — — — — — — — — S — — — — 7-= S — — — — — — — — — — - J
S — — — — — — — — — — — — S_ S S !111 --- S S S S_ so S_ S_ S_ S S
..... ... ....... .......... .......... .......... ........ ........... ..... . .. . .......... ..........
Zz> 1-
. .. ..........
J.
re
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.........
... ... ...................... ...
SSMH
TOP=764.5
•
•
UnY=758.3'
1.111, 11 111-11 ... 1-1 t
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X . K :
.... ......
Ji
X X,
rl" X
jnv=762.6'
A—z
It
. ........ ............. .. . . ........ ............. ... . .
. . ......... ......
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. ..... IV(
......... ..
........... .... . .....
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tv,
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A
5,0'
2.0
1.0
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0.5—
%
am 00 — QA5 — Go QW — Q#6 QW
Re-allgned gas S e
on— wa
EX 30'U77LRY AND DRAINAGE EASEMENT - DB 361, PG 607
I
0
0
CD
%BMW
hm 1
LU
0
DATE: MARCH 8, 2011
SCALE: I" = 20'
FILE NO. 0262
SHEET 7 OF 8
EROSION & SEDIMENT CONTROL STANDARDS
"- - - 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final
wN K„-
"� ssMH grade Is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to
N �14Top=763`0''' ! denuded areas that may not be at final g 9 Y grade but will remain longer days, dormant for /on than 30 s, Permanent
' nvin-755.0 I I { %�
nv out-753. '0 -_-Z,,,,,,,,,,,� - , N,,,A I I 3D' 0 ° 3D' I stabilization shall be applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with
GRAPHIC SCALE 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 hom the
project site.
10 3, A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized.
Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform,
mature enough to survive and will inhibit erosion.
4. 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
C i •{, �•5 ,k, Y 4s S; i � , t i � 46. �/��„h°'N .wACYiH i/a nrmriivrnrmrmmc<wuawAcw
l I 1 P
before upstream land disturbance takes place.
s i y` � t K i II •y 4; /,ram
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
- I I immediately after installation.
DISTURBANCE AREA 0 90 ACRES 6,Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area
to be served by the trap or basin.
`' : • i � I I I I 9 : Yt5 SS < ill •n
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and
the trap shall only control drainage areas less than three acres.
s, I b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal CA
to three acres shall be controlled by a sediment basin, The minimum storage capacity of a sediment basin
i g , .• is ; l 't , ';� � ,.I ,., I � ,�,,. ,�,� � g I
'y % ii i '••
. 4 t
1
c •' •`' � tip ,�
7i. • 4 s': 1 it I
yi rai `i E
1 y '•
.,,.,,
1 r SY PR. 0' 6
c ' l i i �"-�� •; ..ram
NJ
np
........... ..
3 I it r
i
J J„•YA j//.e<:%Awl /Jill/:. N//i %vi.
�a i4t Ii I
1 y i ; E j •`'r I�*` � i ''
b
"
... i
1 Y.. i $ '• 4 % c is
•"'i 't 3� �4+ � "t 1
STONE CONSTRUCTION ENTRANCE
70' MIX EXISTING
PAVEMENT
I Al a 5:1 1
.......
........
JJJJJ.,_._*e.-_
•roc.
Ir•�r•r..
POSITIVEI AINAGE
COURSE AGGREGATE B TO SEDIMEN
r,VICEOPERATION PLAN VIEW
FILTER CLOTH SECTION A -A
OF INGRESS AND EGRESS
MUST EXTEND FULL MOTH TRAPPING
RUra uKi.tu � r c
SECTION B-B
s s I i shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the
y
s s structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used
in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while
IP th t
a sediment basin is utilized.
-764
------------ - - - - - - - - - - - - - - - ---- ----------- -----
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that
'- "" �� �{(((� �m -„a - .�,-mv>,A •mnn..•,..n. �......-.t.�.-"+1`L- • s - s �� s -• , + ( 't 9 P
.. ,.. ..vim,,... ,...,.. .. N ........ ........ ....... '...,,, ..,.,.. ..... ..,... .. ..,,,.,. .....,. .....r, i...
x
ab�lization shall b owded with
_ ,;,, ,� „ „ ,,,;,., •,mm ,y,,,-,,Y,,�. <,,,_ •„• , ,,`...•. s� F , „ • • •••• '• S � •• • l . .. .,��, •.. are found to be eroding excessively within one year ofperntanent st e pr '
b • A %vim,, _ r %r&�3� . � ^-......... t i
�•' �" ....••�� �•�� �••• �- -� - • ' . " �� � + � LCG p tk `z� I additional slope stabilizing measures until the problem is corrected.
,�,, `` „sill;:%.::::7,:.::::: ..•.•.�.�.•., u•'.. _ f
,. ,j,1.3,-..-6"-"^'�,-/ .�% •" �rrncaGza:cur<auaacozY,o-uuv,4w.<wAvccccw/uuvv .
.,,.............. �.««.......... � ' � `' `., • ``°.� � .� •'• , •, : ., , 8- Concentrated runoffshall not flow down curt or fill slopes unless contained within an adequate temporary
:Y.... :• t ., 1 t h d
., ... ,,�.•'"• . '-'- / ' � •,; �� 1 t 'w � _� or permanent channel, flume or slope yarn structure.
„ .. ......I........... ,`•�.
'3'D00� I \ 9, Whenever water sees from a slope face, adequate drainage or other protection shall be provided,
FF=767.5' ��" - ; � 4I90 sr tietGinic r I ' °.� i0• Ail storm sewer inlets that are made operable during construction shall be protected so that
( x sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to
remove sediment,
tt t t s 3'Door 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet
'rn.. . /fi'r G%/ `l ..... ...... ...•.... ....••.. ........ .....f.. ........
j . ,.., .«f
Y.:•.>; �'. / a , ':. protection and an required tem ors or permanent channel limn shall be installed in both the conveyance
^ .. f , Y. •� �. �,,::'s t K P Ytemporary P 9 Y
" I j channel and receiving channel
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment,
control sediment transport and stabilize the work area to the greatest extent possible during construction.
CE ' y and cofferdams Earthen fill y be used
µ ....«.... 1 , ; • I Nanerodible material shall be used for the construction of causeways may
w,.,,..•IlrlwrL,.. '•` /� ~ �; ,::% ..�«.-� vim'= '• %� "•' "' for these structures If armored by nonerodible cover materials.
, a ,, •-'� �. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month
r./ J�///'n"'� /N//N� " period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided,
14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses
HOUSE // �� ' I shall be met,
- k 'i iii LCG I i €
t I5. The bed and banks of a water course shall be stabilized Immediately after work in the watercourse /s
IP completed.
,
t
'1•�+ �. l I 6. Underground utility lines shall be installed in accordance with the following standards in addition to other
` 3 1 applicable criteria:
x-x-x-
X-x-x x x SHED 'F a, No more than 500 linear feet of trench may be opened at one time.
....... ! / `` «...., FF 766.3'
j'.,-• _. r, YM ,,AY ASf/H/lN AY, i. \ ` I I �.� b. Excavated material shall be placed on the uphill side of trenches,
+
.,.. w,,,,,, i 1 r t. t•, 5 { I /i n riiAu,ocv /,w.cavvo/ ,_, �I f
.............................y,.,�,•••'�^ a• S' _"'„„ ••^• c�acE h; ;::.:..:':, ' - - ~" -~ •' fl '-' '« - "- ;. •• c. Effluent from dewatenng operations shall be filtered or passed through an approved sediment trapping
., � \ - "•`•' �" 1 � device or both and discharged In a manner that does not adversely affect flowing streams or off -site
i., .,... �«.,.._«.....• ass '..,,•'................,�/.«..eigns,•�o/acm 'mS/�u<%' > ...,.. ,
:yi.....yes c..
^.......................................V yf. y_ : ' .... ..-..«....
/ / n rrnYi ,;;; a'/f✓", .. yi ......«..0 ..:: ....:.............. �.. ..,. .... i! property.
sue. Ac••. ..... «
ff•
_ _ d. Material used for ba kfrllln trenches shall I minimize I c t e ches s a / be properly compacted in order to ml mize erosion and
r'
_ 9 P
illy,
..
,• /
0 «
.� �, promote stabilization.
ff ./
_. ._. ..................•........ t
% ' •«.. .... +v_ .r... .. / III/N, r,/
.'''' / f .,...,. •«_ ......•. ............ «,.............,............. «« ..« ... ,................ «" ...,.........."..«..... •.., ..,.. � Y/%i" ..... ..«........, 'F'.. ,.........._ ^...,.
..,. � .., "°--M «_ .............� e, Restabrlrzation shall be accomplished in accordance with these regulations.
« _.. .......... _ «..........- _ `%.«, ....•....... M�.... . ,.,.,.. A......... - mm v' A,�,,,, ._...........'re u
r " f.A Applicable safe regulations shall be com lied with.
... _".,...........«. «« ..«,... «..."« _....«.....«,.....«•. , _«.... « ..,.... .««..«...«................«.«..«.. «. «... _.«........-........« «,..... «« «......� « ...... _....... _.«........._.. _, j «.,.. _..«...•.........................
PP h' g P
2 X 24 GROUTED RIP -RAP
FOR STREAMBED & PANKSTABILIZ4770N 17. Where construction vehicle access routes 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
SOILS MAP - 1 I,= 400 ' 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.
R 0 CK CHECK DAM /'
18.0 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
2 ACRES OR LESS OF DRAINAGE AREA: , / " f 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.
98 ` 19. Properties and waterways downstream from development sites shall be protected from sediment
FUTER CLOTH g' deposition, erosion and damage due to increases in volume, velocity and peak flow rate of storm water runoff
for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria:
f
(DOWNSTREAM VIEW) 3B ' li
COARSE AGGREGATE
FLOW 3'
2-10 ACRES OF DRAINAGE AREA:
J
e-
SITE
3B
3B
SEDIMENT TRAP -DRAINAGE AREA = 1.9 ACRES
THE SEDIMENT TRAP WILL DRAIN THROUGH A RIP -RAP ARC WITH A #57 STONE LINING THE
LEADING EDGE AS SHOWN IN INE BOTTOM FIGURE OF THE CHECK DAM DETAIL.
OUTLET PROTECTION
CULVERT
415
SIZE
0 N 10-YR
WIDTH A
APRON LENGTH
WIDTH B
STONE
AREA SY
1
2.0 cfs
4.5
16
13.5
6
16
PIPE OUTLET CONDITIONS
EROSION & SEDIMENT
CONTROL NARRATIVE
Proiect Description
This site is located on the east side ofAylor Road at the existing Animal Medical Center, This project plans
to build an addition onto the hospital with parking and utility relocation.
Existing Site Conditions
This area is used as an animal hospital and residence. The rest of the site is vacant is kept as a mowed
lawn. The development will capture existing runoff on the north and send it into the VDOTstorm sewer:
This run-off has always drained in this direction; however, in recent years after VDOT realigned Aylor
Road, the ditches that were constructed were left relatively level and has caused drainage problems with
this site and the neighbors. This will be alleviated by install a drop inlet closer to the property to increase
slope, and the installation of a 36" gravel trench drain to cure the ponding problems that were created,
The new construction will drain the to south into a large ravine covered by an existing drainage easement..
Adjacent Parcels
The surrounding areas are residential and state roads. The grading plan for this project proposes all
developed runoff to flow into the existing storm systems with drainage easements.
Off -Site Areas
All work including topsoil stockpiling will remain on site,
Soils
r n n
T % s determined ed from the USDA's Soils Survey of Frederick County, VA shows B/airton silt
The soils type d rmin y ty,
foams (#3B). This is a shale soil with thin topsoil cover and poor infiltration characteristics, Erosion from
this soil can be handle with silt fence satisfactorily.
Critical Erosion Areas
There are no critical areas.
Erosion & Sediment Control Measures
All vegetative and structural erosion and sediment control practices shall be constructed and maintained
according to minimum standards and specifications of the handbook.
Structural Practices
Install construction entrance (with wash rack if required by inspector)
structures culverts with inlet & outlet protection
Install storm t uctures and u/
Install silt fence
Install diversion dikes
Grade site and seed all exposed surfaces immediately upon reaching final grade
General Erosion and Sediment Control Notes (VESH Table 6-1)
ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be
constructed and maintained according to minimum standards and specifications of the Virginia Erosion and
Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations,
ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one
week prior to the commencement of land disturbing activity, and one week prior to the final inspection.
ES-3, All erosion and sediment control measures are to be placed prior to or as the first step in clearing,
ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all
times.
E - . Prior to commencing land disturbing activities in areas other than Indicated on these plans (including, S 5 g a g p a ( ud g,
but 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.
E -6. The contractor is responsible for installation of an additional erosion control measures n s St necessary to
YrY
prevent erosion and sedimentation as determined by the plan approving authority.
ES-7. All disturbed areas are to drained 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 an 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.
General Note:
The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and
sediment control measures during the construction process, within reason, to ensure adequate protection to
the public and environment,
` 3do (MIN.)
'IPE OUTLET TO WELL
)EFUM CHANNEL
APRONNOTES: 1. t I RIPRAP. • • Cil RIPRAP,•
BABIM. OR
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
.0
1 1 THE MAXIMUM STONEDIJAMEMM, BUT NOT
LESS THAN 8 INCHES.
:,:
Source: Va. DSWC Plate 3.18-1
TEMPORARY DIVERSION DIKE
SOURCE: VA. DSWC
Comnaeted Soil
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DATE: MARCH 8, 2011
SCALE: 1" = 30'
PLATE 3.09-1
FILE NO. 0262
SHEET 8 OF 8