HomeMy WebLinkAbout54-04 Flying J - Propane Tank - Truck Stop - Stonewall - Backfilei
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LEGEND GENERAL NOTES VDOT GENERAL NOTES VICINITY MAP SCALE: 1"=2000' o
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1. Permits must be issued from VOOT prior to any construction in a public right-of-way. `� "' o
EXISTING FEATURES V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation � � 9
EXISTING EDGE OF PAVEMENT EX EP 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, OJ LU co co
T __._ ___r___ ______ w_. and any other state, federal, or local regulations applicable, In the event of conflict between any of these EXIT 323 �' � o 0
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EXISTING EDGE OF GRAVEL EX, EG _ 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering standards, specifications or plans, the most stringent shall govern, a� y
and leaving the site. p
V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety &Health ®A EXISTING CURB AND GUTTER i -� �~� �� - - - "- - `` "-" 4• Any damage to neighboring properties including county roads and sidewalks, caused by the deve%pment of Administration and VOSH Rules & Re ulatfons. C� R ��s
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EXS CG- 6 9 GAR SI TE >.
_._.._.__� __._____ __._�..______._ .. ___ this site will be the responsibility of the developer. Al! damage must be repaired to original conditions. �5T Lr Lr
EX. INTERMEDIATE CONTOUR V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in R 'Pc1 �cf
5. A construction entrance must be installed in accordance with the Virginia Erosion and Sediment Control accordance with the current edition of VOOT's work area protection manual, Furthermore, all traffic control 'Iff9 n E
EXISTING INDEX CONTOUR n -p -- ; - - - Handbook" Section 3, 02. The contractor must maintain this access for the duration of the project.' (0 o
-- `�0 - - flaggers must be certified in accordance with VDOT s January 1994 (or latest) edition of Road & Bridge �4 q
EXISTING SPOT ELEVATION 6. The contractor will be responsible for adequate and positive drainage of this site. Specifications, Section 104.04-C. �� Q,� > 2
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a�� /. z 41 E
T 7, The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V4, The developer shall be responsible for relocating, at his expense, any and all utilities: Including traffic signal Q +� v c
EXISTING TELEPHONE LINE --- -- ; - -- --- - - - - - poles, junction boxes, controllers, etc, owned by VOOT or private utility companies. It Is the sole h� Q V v = o
8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH, `a 0
responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with ti v� � E
EXISTING SANITARY SEWER -~ -- ~ - -- M - 9, The contractor will notifyengineer of record of an discrepancies between the a j *� o s g' y p approved plans and existing site the proposed construction activities. VDOT approval of this plan does not relieve the developer of this
E _�____. f: __.___�__ ______ . conditions. responsibility. r
XISTING ELECTRIC SERVICE _
EXISTING GAS LINE -- - "--- ----- ---- - -- 10, The developer Is responsible for the relocation of any utilities required by this site plan. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to ~
EX, 15 " RCP
11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. change as deemed necessary by VOOT. PROJECT II V TI I V
EXISTING STORM SEWER --- ,,---___-___-- ...-._-_._ o V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use
-- �� - - 12. All controlled fill must be compacted to a minimum of 95016 density following Method A of the Standard permits for any work on VOOT right-of-way.
- )X ----- - Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any All placed under buildings, structures, or Owne
EXISTING FENCE LINE Ar/Represenfative Developer
-- -- ---- ----------- -
pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes V7. If required by the local VOOT Residency Office, a pre -construction conference must be arranged and held by CFJ Properties Howard Shockey & Sons, Inc.
EXISTING DITCH LINE this note if provided, the engineer and/or developer with the attendance of the contractor, various County agencies, utility 50 West 990 South Special Contracts Division
companies, and VDOT prior to initiation of work. Brigham City, VA 34302 Winchester, VA 22603
EXISTING WATERLINE W/ TEE p v - - -�' - -- - ---- ;-,-- -- Y� -- 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan (540) 665-3216 - Larry Dubyck
are approximate locations and not all utilities may be shown. (540) 723-4180 Fax
V8. Contractor shall Hots the local VDOT Residency Office when work is to begin or cease for an undetermined
EXISTING FIRE HYDRANT EX. FH length of time. VDOT will also require 48 hours notice for any inspection, g Y ■ ' U k
EXISTING WATER VALVE - ----w ��-�µ �- Ire= w 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end � �c
Property Data O
of each workday, �
V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public Tax Map Number 33-((9))-1 Building Setbacks Per Code Proposed N o
EXISTING REDUCER -- � --I ; --�• -� - 15. An approved setofsite plans must be on -site during the construction process, roadway through construction and maintenance of construction entrance in accordance with the Vir info Address Rest Church Road Front: 35 ;�, CN o
Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this Parcel Area 22.805 acres Left Side: 15' No Changes ONO
16. The contractor will notify all utility companies prior to excavation within easements. O
EXISTING TREE DRIP LINE-���.�.�.� °� ��- �- project shall be maintained throughout construction, Disturbed Area >0.1 acres Right Side: 15' to
17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty Existing Zoning B-3 Rear: 15' n o
�.
days. V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of Proposed Zoning Same Parking Setbacks Per Code Proposed U �n
PROPOSED FEATURES construction, Existing Use Truck Stop
Proposed Use Same with Propane Pad addition Front: 5' 34.0' "C
Left Side: 5` No Change
PROPOSED EDGE OF PAVEMENT PROP EP V11, All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and Right Side: 5' No Change
when possible are to be installed under roadway drainage facilities. Zoning Data Rear., 5' No Change O C o a
PROPOSED EDGE OF GRAVEL PROP EG Co v
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V12. An unusual subsurface conditions encountered duringthe course of construction shall be immediate/ Open Space Minimum 25% .>1 fu N o
LANDSCAPI TES brought to the attention of the engineer and VOOT. Work shall cease In that vicinity until an adequate Open Space Proposed 44% (No Change)
PROP. CURB & GUTTER PROP CG-6 F.A.R. Maximum 1,00 o ,
design can be determined by the engineer and approved by VDOT,
1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations F,A,R, Proposed 0.02 (No Change) y
PROP. REVERSE CURB & GUTTER PROP CG-6R and utility markings. Landscaper must stake and guy all trees. Stake locations must avo/d utilities. VI 3. All fill areas borrowmaterial and der s approved b VOOT Inspector prior a °
s, undercut areas hall be inspected and appr ed y p p Parking Tabulations i� '0 c s
to placement of fill. Where CBR testing is required, a VOOT Inspector shall be present to insure the sample C ^ (U
PROPOSED CONTOUR 50 2, Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots obtained is representative of the location when soil samples are submitted to private laboratories for testis The propane dispensing facility shown on the o
and be well branched. The planter shag/ guarantee all plants for one year. p p p g Building Data _l t7.
p g p y The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, original site plan and constructed had to be �4
PROPOSED SPOT ELEVATION +50M and that testing shall be conducted according to all applicable VOOT standards. No Changes removed when Rest Church Road was widened due j {�
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the entrances being relocated. This site plan r ! 1
PROPOSED STORM SEWER PROP. 24 "ADS r,r, to the owner, V14. All roadway fill, base, subsurface material, and bac�l! of utility/storm sewer trenches shall be compacted in p propane facility to � _ provides for the relocation of the r ty
6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A within plus or Sign Data another area of the site; therefore, there is not a
PROPOSED SANITARY SEWER S , j 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of a No Changes change to the parking and traffic numbers fromr
PROPOSED TELEPHONE T T VOOT Inspector, density tests performed by a qualified Independent agency shall be conducted as required In that of the prior approved site plan. j
the VDOT Road and Bridge Specifications. A co of all tests shall be submitted to VOOT prior to final VOOT
9 P PY a t u p
PROPOSED ELECTRIC approval. J
FIRE MARSHALL GENERAL NOTES
PROPOSED GAS LINE '
V15. VDOT Standard CD and UD underdrains shall be Installed where Indicated on these plans and further where r
PROPOSED WATER LINE 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. determined necessary by VOOT Inspector. C� I ,./
Z. "No Parking -Fire Lane" signs will be placed on the site by the Fire Marsha//'s direction. C®Contacti Numbers
u/��%��rs ''`7� i olio Signatures
WATER METER (D 1 "WM V16, The installation of any entrances and mailboxes within any dedicated street right-of-way shag! meet VDOT
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. minimum design standards and is the developer's responsibility.
PROPOSED FIRE HYDRANT p$Q PROP. FH 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris Is prohibited. Engineering Firm:
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5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be Montgomery &Associates (540) 869-0308 F V �TH
Surveying Firm:
installed by the developer or, at VDOT s discretion, by VOOT on an account receivable basis. Stop signs shall �' g
COMMON LIBELS & FEATURES be thirtyGre Wolfe, Inc. 540 545-7823
(30) inches tall with high intensity sheeting, The bottom of the sign shall be six (6) feet above the Y ( )
edge of pavement and the post shall be a minimum of four (4) feet from the edge of pavement. Sign posts Zoning Enforcement: u ENJAMIN C.
shall be of a type found in VOOT's approved list. A co De artment of Planning 540 fi65-5651 O NTG O M E RY
PROPERTY LINE OF PROJECT pp copy of this list may be obtained from the district p g ( )
section. Contact the local VOOT Resides Office with an questions regarding sin material and placement. Site Inspections: No. 030342 No. 002331 Z
Residency Y q 9 9 9 P ,
NEIGHBORING PROPERTY LINES Department of Inspections (540) 665-5650 o ,� 41 0
V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction. Erosion and Sediment Control: `SS '-T .J
EASEMENT LINE Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local Department of Public Works (540) 665-5643 -fONA O SUR J V O
VOOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water: -� Z Q v W
PROPERTY CORNER FOUND O Fred. Co. Sanitation Authority (540) 869-1061 O j
PARKING SPACE TOTALS
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Telephone: Verizon (301) 954-6282 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF ¢ Z OV
12
Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Electric: Alleghany Power (800) 654-3317 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OO � z � J V
�_ Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A Gas: Shenandoah Gas Co. (540) 869-1111 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ADA HANDICAP PARKING STALL J Q
(� certified copy of the test results shall be provided to the Residency Office. In addition to checking stone MISS UTILi7Y., 1-800-257-7777 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Q
-a- depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and a w w
SIGNS testing of the density control strip. z®nil%9 Geier -a, Notes
SANITARY MANHOLE IDENTIFIER A U)
O V20. Asphalt concrete pavement shall be laced in accordance with the latest edition of VOOT's "Road and Bridge p p p g Maximum
STORM DRAIN STRUCTURE IDENTIFIER 1-11 Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A Environmental Existing Disturbance Proposed
certified copy of the test results shall be provided to the Residency Office. A VOOT Inspector shall be notified
Features Acreage Allowed Disturbance
LIGHT POLES and given the opportunity to be present during the construction and testing of the control strip. o 0
F/oodplain 0 acres 0 /0 0 /o
V21. Approval of this plan shall expire three 3 Lakes & Ponds 0 acres 0% 0%
LOCATION OF TEST PITS pp p p ()years from the date of the approval letter.
Wetlands >1AC 0 acres 0% 0% �
Sinkholes 0 acres 0% 00/0
Natural S. W. 0 acres 10% 0% 7,/V� z
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Retention Areas >.r �f 5 n a o
EROSION & SEDIMENT CONTROL FEATURES Steep Slopes >15% 0 acres 25% 0% 5"-,r-, -0
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Woodlands 0 acres 25% 00/0 0 ® "-IINLET PROTECTION /P z
OUTLET PROTECTION ®OP A PPR O V J`-t L W zz
CHECKDAM ® CD
RESPONSIBLE LAND DISTURBER 0 WNER'S APPROVAL w
c DIVERSION DIKE ---�► .-- DD � w
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SILT FENCE W/ WIRE SUPPORT WF NAME.,_ Frederick County Zoning Administrator Date
SILT FENCE W/D WIRE SUPPORT SF CERTIFICATION #: FLYING J N eprese ative's Signature FLYIN J N Representative's Printed Name ® Ln
1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. �+
2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval,
SEDIMENT TRAP ST EXP. ®ATE 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval, If construction is DATE: SEPT. 1, 2004
69, 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in not in progress at the end of this period, Authority approval shall be void.
the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The SCALE: N/A
2. Note: An on -site re -construction meeting is required with the Owner Site Contractor Public Works & Designer owner/contractor must obtain a Land Disturbance Permit and agree to perlodlc Inspections. shall be void.
CONSTRUCTION ENTRANCE CE p g q g 5. The Frederick County Department of Inspections approval does not constitute a building permit, Building plans FILE NO. 0134
prior to commencing any site work, must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA
3. The contractor will possess a ;Land Disturbance Permit prior to any site work or construction, requirements and be approved by Inspections. SHEET 1 OF 3
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PROPOSED TANK CA�PACITY 1000
'�WOWEDJWITWIN-50' OF R.O.W.-9 MAXIMUM
'�A CIS .2000_. 'LL0N*'--
20' of 20'
GRAPHIC SCALE
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DATE: SEPT. 1,2004
SCALE: AS NOTED
FILE NO. 0134
SHEET 2 OF 3
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N C #4 REBAR ��'""`� C �) ______....._... .,....__. � a) aCi �
(GRADE 60 _ _ -_i _.� t% �r O r @�
A%'o STEEL) ON 12"--
oos�o GRID (4" IN
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FROM EDGES) 36"
018
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TURN THE #4 f I T `I `I 777 -~--
REBAR OUT 9' I / 1 %2" X 3 %2" KEYED _wr ITW 777
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INTO THE SLAB ' INTO SLABFZ4 77
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6 THICK SLAB OF 3000 PSI CONCRETE (AT 28 DAYS) INSTALL 10 X 10 WOVEN WIRE MESH _ _ ___._.._ r�' ___ _____._K., _._ ,1 . C5 < ■
EXISTING
TURN -DOWN EDGES OF CONCRETE PAD 12" 4 OF SM-12.5A PAVEMENT.�.... �-- RELOCATED �=
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-��✓ 1 s - Y- -': r`- - _ -'r-� �` _t_"_,_,�__( C, :_� _,- ��-- �= :tr f-" �s �; �� _ _. _W - a w,_ STREET VALVE BOX V)
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7 8 OF 21-B COMPACTED TO 95l DENSITY l ! / r, ■1 -�
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SUBGRADE FREE OF ORGANICS SUBGRADE FREE OF ORGANICS `-? � � /%�� Y I ro
& COMPACTED TO 95Z DENSITY & COMPACTED TO 95Z DENSITY � ��
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RELOCATE THE ELECTRIC � I � � � @'
SIDE VIEW BOXES OUTSIDE OF PAD RELOCATE IRRIGATION n �
AREA. FINAL LOCATION TO BE () ►U
VALVE BOX AND (n
„ , „ AT THE DISCRETION OF THE SPRINKLER HEADS "L7 0
SCALE; 1 = 1'-0' ELECTRICAL CONTRACTOR PLAIN VIEW ia o >.
SCALE: 1 " = 4'-0"
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The contractor is required to provided information
and schematics of the fuel pump's shut-off system
to the Frederick County Inspections Department.
The structure shall comply with the Virginia Uniform
Statewide Building Code and Section 312, Use Group
U (Utility & Miscellaneous) of the International ° o Q s
Building Cade 2000. Structural foundation plans must Q z w
meet the requirements in Chapter 17 Special C) z
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Inspections for this type of structure, i.e. soils, w o
concrete, bolts, etc.
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Propane pump station, tanks, and traffic protection 4 0
shall comply with NFPA 58.
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DATE: SEPT. 1, 2004
SCALE: N/A
FILE NO, 0134
SHEET 3 OF 3
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LEGEND
GENERAL NOTES
VDOT GENERAL NOTES
VICINITY MAP SCALE,i'=2oo0'CD
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EXISTING FEATURES
1. Permits must be issued from VOOT prior to any construction in a public right -of- ,
g y
V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation
O M
W
EXISTING EDGE OF PAVEMENT EP
2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
(VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations,
OJ
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____ _____ ___EX ____ _
3. The will remove all mud and debris from the right of way that is left by
and any other state, federal, or local regulations applicable. In the event of conflict between any of these
standards, specifications or plans, the most stringent shall govern,
EXIT 323 c�,
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EXISTING EDGE OF GRAVEL EX, EG i
contractor public vehicles entering
and leaving the site,
V2. All construction shall comply with the latest U.S, Department of Labor Occupational Safety &Health
QQ
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0
EXISTING CURB AND GUTTER i� " "-�-- - - - �- - ` `- ` -'
- - - __ ^ EX CG- 6 ____-_._ .._-;
--
y 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.
Administration and VOSH Rules & Regulations.
g
C� 5s
GUR SITE �.
Lr
EX. INTERMEDIATE CONTOUR -- -- --- -- ,:;?--- -__ ___ .-_ .
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
ESt �f
R '��� "pew
--
EXISTING INDEX CONTOUR -"- -- - -- ;CJ- - -- - -
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:
accordance with the current edition of VDOTs work area protection manual. Furthermore, all traffic control
flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge
�L 'Lf
f� y
a� a� n E
Specifications, Section 104.04-C.
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EXISTING SPOT ELEVATION X `G. D
6. The contractor will be responsible for adequate and positive drainage of this site,
ii� �Q
>
EXISTING TELEPHONE LINE ----- T--"---- - i - --
7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities: Including traffic signal
boxes, by VDOT utility companies. It Is the sole
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0
8. Al! construction will be done following the laws and guidelines set forth by OSHA and VOSH,
poles, junction controllers, etc, owned or private
responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with
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EXISTING SANITARY SEWER �--� -- - - --
9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site
the proposed construction activities. VOOT approval of this plan does not relieve the developer of this
responsibility.
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EXISTING ELECTRIC SERVICE - ---- F - - ---- --- -
conditions.
EXISTING GAS LINE -- ---- ---- ,4 -- --� --- - --
EX. 5" RCP
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.
P P
V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to
change as deemed necessary by VDOT.
~ •�
PROJECT INFO A T ON
EXISTING STORM SEWER �--.__--�- �-.�_..-15--"
_., -- .»
12. Al! controlled fill must be compacted to a minimum of 95% density following Method `A' of the Standard
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
for any work on VDOT right-of-way.
��
AASHTO-T99, or VTM-1 as applicable. An fill laced under buildings, structures or
ProctorASTM-D698, pp y
permits
Owner/Representative Develop
EXISTING FENCE LINE -•------ ,��---.------____ ___._.._._
y
p g ,
CFJ Properties Howard Shockey & Sons, Inc.
pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by
50 West 990 South Special Contracts Division
EXISTING DITCH LINE
this note if provided.
the engineer and/or developer with the attendance of the contractor, various County agencies, utility
Brigham City, VA 84302 Winchester, VA 22603
EXISTING WATERLINE W/ TEE - _ e �;�`---------; -T-, -� - -
13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan
companies, and VDOT prior to Initiation of work.
(540) 665-3216 - Larry Dubyck
(540) 723-4180 Fax
EXISTING FIRE HYDRANT EX. FH
are approximate locations and not all utilities may be shown,
V8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
e� ,
EXISTING WATER VALVE -- ~
14. The contractor will contain al/ lifter and debris on -site. The work must be left in an orderly manner at the end
length of time, VOOT will also require 48 hours notice for any inspection,
Property Data
■ ,i?
of each workday.
15, be during the
V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public
trio
Tax Map Number 33-((9))-1 Building Setbacks Per Code Proposed
Address Rest Church Road Front; 35'
C3,
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EXISTING REDUCER - - - - ---� - - ,: - ~- �
An approved set of site plans must on-slte construction process.
roadway through construction and maintenance of a construction entrance in accordance with the Vir
Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this
Parcel Area 22,805 acres Left Side: 15' No Changes
EXISTING TREE DRIP LINE �-�•�-��..,..,.J��-�--^--��-�•���-�-��.�-^�-'
16. The contractor will notify all utility companies prior to excavation within easements.
fy tY P P
project shall be maintained throughout construction.
Disturbed Area >0,1 acres Right Side: 15'
i Z ti isng Zoning : i5'
ExB-3 Rear
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17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty
days.
V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of
ProposeS i d Zoning Same
� p o 0
V a
PROPOSED FEATURES
Existing Use Truck Stop Parking Setbacks Per Code Proposed
construction.
Proposed Use Same with Propane Pad addition Front: 5' 34.0'�
'C
PROPOSED EDGE OF PAVEMENT PROP EP
- -
V11. All water and sewer lines within existing or proposed VDOT right-of-way way are to have minimum 36" cover and
Left Side: 5' No Change
Right Side: 5' No Change
when possible are to be installed under roadway drainage facilities.
Zoning Data Rear: 5' No Change
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PROPOSED EDGE OF GRAVEL PROP EG
V12, An unusual subsurface conditions encountered duringthe course of construction shall be immediate/
Open Space Minimum 25%
®pen Space Proposed 44% (No Change)
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LANDSCAPI S
PROP. CURB & GUTTER PROP CG-6
brought to the attention of the engineer and VDOT, Work shall cease in that vicinity until an adequate
design can be determined by the and by VDOT.
F.A.R.Maximum 1.00
'cs c
1, Miss Utilitymust be contacted prior to planting. Advise engineer of record of an conflicts in planting locations
P P 9� 9 y P 9
engineer approved
F.A.R.Proposed 0.02 (No Change)
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PROP. REVERSE CURB &GUTTER PROP CG-ESR
and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities,
V13. A!l fiiJ areas, borrow materials, and undercut areas shall be inspected and approved by VDOT Inspector prior
Parking Tabulations
fin
PROPOSED CONTOUR 50
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots
to placement of fill. Where CBR testing is required, a VDOT Inspector shall be present to insure the sample
obtained is representative of the location when soft samples are submitted to private laboratories for testing.
P P P g
The propane dispensing facility shown on the-
Building Data
C
and be well branched. The planter shall guarantee all plants for one year.
The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT,
original site plan and constructed had to be
4
PROPOSED SPOT ELEVATION +50-QQ
and that testing shall be conducted according to all applicable VOOT standards.
No Changes removed when Rest Church Road was widened due
1 ��
3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided
to the entrances being relocated. This site plan
; I
PROPOSED STORM SEWER PROP. 24"ADS
to the owner.
V14. All roadway fill, base, subsurface material, and backflll of utility/storm sewer trenches shall be compacted in
provides for the relocation of the propane facility to
Sign Data of the site; therefore, there is not a
PROPOSED SANITARY SEWER S S
4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department.
6" lifts to 9596 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 a
VOOT Inspector, density tests performed by a independent agency shall be conducted as required In
another area
No Changes change to the parking and traffic numbers from
that of the prior approved site plan.
PROPOSED TELEPHONE T T
quallfled
the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VOOT prior to final VDOT
FIRE MARSHALL GENERAL NOTES
PROPOSED ELECTRIC
approval.
PROPOSED GAS LINE
V15. VOOT Standard CD and UD underdrains shall be Installed where indicated on these plans and further where
}
1, An inspection by the Fire Marshall's office will determine where curbing must be painted yellow,
"No
Contact Numbers
�e#§and Signatures
PROPOSED WATER LINE
determined necessary by VOOT Inspector.
PROPOSED WATER METER ®1 'Wi1M
2. Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
PROPOSED FIRE HYDRANT PROP. FH
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall,
minimum design standards and is the developer's responsibility.
p$�
4, Burning brush plies of natural vegetation requires a permit. Burning construction debris Is prohibited.
Engineering Firm:
H F Ufa
5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed.
V17. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be
Montgomery & Associates (540) 869-0308
Firm:C��COMMON
LABELS & FEATURES
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall
be thi rty (30) inches tall with high intensity sheeting, The bottom of the sign shall be six (6) feet above the
Surveying
GreyWolfe, Inc, 540 545-7823
( )
n,:IH
2�2�edge
of pavement and the post shall be a minimum of four (4) feet from the edge of pavement. Sign posts
shall be ofa pp py of this list ma be obtained from the district
found in VDOTs a roved list. A co y
Zoning Enforcement;
Department of Planning (540) 665-5651
u ENJAMIN C. y �'PROPERTY
ONTGOM ERYtype
-a �section.
LINE OF PROJECT
Contact the local VDOT Resider Office with an uestions re ardin si n material and lacement.
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Site Inspections:
Department of Inspections (540) 665-5650
-p N0.030342 cvNEIGHBORING
O,�
PROPERTY LINES
V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction.Erosion
Copies invoices for local
and Sediment Control;
Department Public Works (540) 665-5643
�pp
S C7yp
`S-10 �O
4
EASEMENT LINE
of all materials within any dedicated street right-of-way must be provided to the
VDOT Residency Office to acceptance that Unit total obscured.
of
Sanitary Sewer and Water.,
A SUR���
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PROPERTY CORNER FOUND
prior of work. and prices may
Fred. Co. Sanitation Authority (540) 869-1061
~
PARKING SPACE TOTALS 12
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V19. Aggregate bases and sub -bases shag be placed on the sub -grade by means of a mechanical spreader.
"Road
Telephone: Verizon (301) 954-6282
Electric: Alleghany Power 654-3317
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
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Density will be determined using the density control strip as specified in VDOT's and Bridge
(800)
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
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ADA HANDICAP PARKING STALL (�
Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A
certified copy of the test results shall be provided to the Residency Office. In addition to checking stone
Gas: Shenandoah Gas Co, (540) 869-1111
MISS UTILITY: 1-800-257-7777
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
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depths, a VOOT Inspector shall be notified and given opportunity to be present during the construction and
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SIGNS
testing of the density control strip.
Zoning General Notes
SANITARY MANHOLE IDENTIFIER O
V20. Asphalt concrete pavement shall be placed In accordance with the latest edition of VDOT's "Road and Bridge
Maximum
STORM DRAIN STRUCTURE IDENTIFIER 0
Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A
Environmental Existing Disturbance Proposed
certified copy of the test results shall be provided to the Residency Office, A VDOT Inspector shall be notified
Features Acrea e Allowed Disturbance
and given the opportunity to be present during the construction and testing of the control strip.
LIGHT POLES
Floodplain 0 acres 01yo 0%
LOCATION OF TEST PITS
V21, Approval of this plan shall expire three (3) years from the date of the approval letter.
Lakes & Ponds 0 acres 0% 00/0
Wetlands >1AC 0 acres 0% 00/0
Sinkholes 0 acres 0% 0%
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APH
Natural S. W. 0 acres 10% 0%
Retention Areas
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EROSION &SEDIMENT CONTROL FEATURES
Steep Slopes >15% 0 acres 25% 0%
Woodlands 0 acres 25010 00/0
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INLET PROTECTION ® O/P
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APPROVALS
OUTLET PROTECTION QP
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CHECKDAM CCD)
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RESPONSIBLE LAN® DISTURBER
0 WNER'S A PPR0VAL
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DIVERSION DIKE - �- DD
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SILT FENCE W/ WIRE SUPPORT WF
NAME:
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Frederick County Zoning Administrator DateLn
SILT FENCE W/O WIRE SUPPORT SF
CERTIFICATION #e
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FLYING J N eprese ative's Signature FL YIN J N Representative's Printed Name
1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter.
SEDIMENT TRAP ST
EXP. DATE
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 two years from date of approval. If construction is
DATE: SEPT. 1, 2004
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in
not in progress at the end of this period, Authority approval shall be void.
SCALE: N/A
the plans.
4. The Frederick County Department of Public Works approval is not enough to begin site development. The
CONSTRUCTION ENTRANCE CE
2, Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer
owner/contractor must obtain a Land Disturbance Permit and agree to periodic Inspections. shall be vold.
5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans
FILE NO. 1 0134
prior to commencing any site work,
must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA
3. The contractor will possess a Land Disturbance Permit prior to any site work or construction.
requirements and be approved by Inspections.
SHEET 1 OF 3
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PROPOSED TANK CAPACITY 1000 GAS
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GALLONS 1\ \\
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DATE: SEPT. 1, 2004
1
1 11
1 +
100, o' x00,
!
20' D' 20'
SCALE: AS NOTED
FILE NO. 0134
GRAPHIC SCALE
GRAPHIC SCALE
SHEET 2 OF 3
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12" 8" 48" 48"
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(GRADE 60 Y_w- _ _____ __ ___
IV STEEL) ON 12" �� -
os GRID (4 " IN V
FROM EDGES)
TURN THE 14 I TW -~-
REBAR OUT 9" I 1 %2" X 3 %2" KEYED ____ --- ____. L
_ _ w_ ______-_-. _ .___._._..____.__ T W
INTO THE SLAB INTO SLAB ;3t
7 7 a P �� 7 7
4 _r�__ ____ _ 4 _ ___�� _.______ _._.__.__.__ ___ �_
— - 6" THICK SLAB OF 3000 PSI CONCRETE (AT 28 DAYS) N INSTALL 10 X 10 WOMEN WIRE MESH
TURN -DOWN EDGES OF CONCRETE PAD 12" j Y' ` EQ. �� -�d�-'
4" OF SM-12.5A PAVEMENT _ L✓ ,C, ,� I �s EXISTING RELOCATED
; T- r -- -- -�,. x- Z- : ; _. ----- r__ -� _ _ 1 \ % =—` v STREET VALVE BOX
-� T to
{�Y(?< < _✓ ;raj 1 fir'' L i�� _ /� 6 LIGHT
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, r, ~� U 8 OF 21-B COMPACTED T c+ `T" _ - _ .._ J t._� r _ 0 959 DENSITY
,, / n n o
Y
I OF 21-B COMPACTED TO 959 DENSITY �` ,� I t / I V ���kCD
7
SUBGRADE FREE OF ORGANICS SUBGRADE FREE OF ORGANICS t_yc� S/ �>{ L I//- � �Y
& COMPACTED TO 95Z DENSITY & COMPACTED TO 959 DENSITY � � � _ _ __-T _ � /- __. � Q � M E
C o0
RELOCATE THE ELECTRIC R
SIDE VIEW BOXES OUTSIDE OF PAD RELOCATE IRRIGATION
AREA. FINAL LOCATION TO BE
SCALE: 1" = 1 '-O" AT THE DISCRETION OF THE VALVE BOX AND o
ELECTRICAL CONTRACTOR PLAN VIEW SPRINKLER HEADS i�. c M
� � C
SCALE: 1 " = 4'-O„
11
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The contractor is required to provided information
and schematics of the fuel pump's shut-off system
to the Frederick County Inspections Department.
The structure shall comply with the Virginia Uniform
Statewide Building Code and Section 312, Use Group
U (Utility & Miscellaneous) of the International o o s
Building Code/2000. Structural foundation plans must Q z w
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meet the requirements in Chapter 17 Special o
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Inspections for this type of structure, i.e. soils, w z k
concrete, bolts, etc. •.! a w
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Propane pump station, tanks, and traffic protection a o
shall comply with NFPA 58.
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DATE: SEPT. 1, 2004
SCALE: N/A
FILE NO. 0134
SHEET 3 OF 3