HomeMy WebLinkAbout033-98 Pack's Ice Cream (Aylor Rd. Location) - Backfile (2)00
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GENERAL NOTES
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
ll. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has ben prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
Water/Sewer: Frederick County Sanitation Authority
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Phone: Bell -Atlantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Power: Allegheny Power MISS UTILITY 1-800-257-7777
P.O. Box 1458
Hagerstown, MD 21741
1-800-654-3317
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
Fc�SA Cl?IA�STRUCTIO�I !'C°TES
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
AUTHORITY'S INSPECTOR.
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
VDOT GENERAL NOTE
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
applicable. In the event f conflict
pp o co ct between any of these standards, specifications or
plans, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
Safety & Health Administration and VOSH Rules. ,& Regulations.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDOT's work area protection manual.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to regulation, control and safety of traffic may
be subject to change as deemed necessary by VDOT.
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right-of-way.
V6. If required by the local VDOT Residency Office, a preconstruction conference must be
arranged) and held by the engineer and6/6r developer with the attendance of the
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
V8. The Contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
Furthermore, access to other properties affected by this project shall be maintained
through construction.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
and at the end of construction.
V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
Vll. Any unusual subsurface conditions 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
V12. All undercut areas and borrow material shall be inspected and approved by VDOT inspector
prior to placement of fill.
V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
performed by a qualified independent agency shall be conducted as required in the VDOT
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
final VDOT approval.
VI 4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
and further where determined necessary by VDOT Inspector.
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design si6i' lards and is the developer's responsibility.
V16. If required by the local VDOT Residency Office, copies of all invoices for materials within
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
acceptance of work. Unit and total prices may be obscured.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis.
TRIP GENERATION DATA
This business is an ice cream stand that has no indoor seating
or facilities. This business operates from March to October
with 5 to 6 vehicles per hour during the day. The peak traffic
flow is from 6 pm to 10 pm during the summer months with an
average traffic count of 60 cars per hour. These counts are
approximate since the ITE (6th Edition) does not cover this
type of establishment.
LEGEND
EXISTING INTERMEDIATE CONTOUR33
EXISTING INDEX CONTOUR
330
PROPOSED CONTOUR
40
EX E P
EXISTING EDGE OF PAVEMENT -_...._______.._.______.
PROP E/P
PROPOSED EDGE OF PAVEMENT
EX C&G
EXISTING CURB AND GUTTER
PROP C&G
PROPOSED CURB AND GUTTER
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING SANITARY SEWER --
PROPOSED SANITARY SEWER --
EXISTING ELECTRIC SERVICE - -
PROPOSED ELECTRIC SERVICE -
EXISTING GAS LINE --
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE -
FENCELINE -
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE -
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER
STOP SIGN
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED -STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE INDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSED TREE
v MARK ID. SMITH 9
No.0122837
` QIV'AL
S3
CG-6 CG-6R ���.
ST
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EX. 15" RCP
PROP. 15" RCP
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PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
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125
15" OAK - 15" PINE
OAK /
VICINITY MAP
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CITY .u�_. Ban-14100"► �"
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�HEE T INDEX
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636
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SHEET ONE COVER SHEET
SHEET TWO SITE PLAN
PROJECT
INFORMATIOC `
PARCEL IDENTIFICATION NO.
74 - A - 105
STREET ADDRESS:
AYLOR ROAD
TOTAL AREA-
1.44 ACRES
PROJECT AREA:
0.40 ACRES
DISTURBED AREA:
0.35 ACRES
CURRENT ZONING:
B - 1
CURRENT USE:
VACANT
PROPOSED ZONING:
B - 1
PROPOSED USE:
ICE CREAM STAND
REQUIRED
PROVIDED
BUILDING SETBACKS:
FRONT:
35'
FRONT:
35'
SIDE:
0'
SIDE:
83.5'
REAR:
0'
REAR:
265'
REQUIRED
PROVIDED
PARKING SETBACKS:
FRONT:
5'
FRONT:
6.5'
SIDE:
5'
SIDE:
11'
REAR:
5'
REAR:
201'
F.A.R. CALCULATIONS
0.3 REQUIRED
PROVIDED
144 sf / 62,725 sf = 0.0023
LANDSCAPING CALCULATIONS
EXTERIOR
1 TREE PER 40' PERIMETER
490' / 40' = 13 TREES
INTERIOR
1 TREE PER 10 SPACES
20 SPACES = 2 TREES
5% OF PARKING AREA REQUIRED
FOR LANDSCAPING (16,300 sf)
MEANS 815 sf REQUIRED
888 sf PROVIDED
15 REQUIRED
15 MAPLE TREES PROVIDED
PARKING CALCULATIONS
REQUIRED
1.4 PER 100 sf
144 sf YIELDS 2 SPACES
PROVIDED
20 SPACES WITH ONE
BEING A VAN ACCESSIBLE
HANDICAP SPACE
6i
ENVIRONMENTAL FEATURES
PERCENT
FEATURE DISTURBED
FLOODPLAINS 0
LAKES & PONDS 0
WETLANDS >l AC 0
SINKHOLES 0
NATURAL S.W. 0
DETENTION AREAS
STEEP SLOPES 0
>15%
WOODLANDS 0 * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
V1,147? "'IMfIF7
Project Name: , Project Number:
Pack s Ice 'ream, 2189
Magisterial District: Dote of Plan: (Month, Day, Year)
Opecluon District 5/5/98
Owner:
Bill and Jenny Pack
Developer:
same
Engineer Certifying Plan:
Greenway Engineering
Address, Including Zip Code & Telephone No.
Address, Including Zip Code & Telephone No.
Address, Including Zip Code & Telephone No.
1315 Lakeview Drive
Cross Junction, VA 22625
888 - 4546
151 Windy Hill Lane
Winchester, VA 22602
(540) 662-4185
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DATE: 5/5/98
SCALE: N/A
DESIGNED BY: OATES
JOB NO. 2189
SHEET 1 OF 2
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GENERAL NOTES VOOT GENERAL NOT LEGEND VICINITY AP z
a o i 1300 v N I A �4(f �> > ��,+ MACE O - � N
EXISTING INTERMEDIATE CONTOUR --- -- - --- - -' SCALE 1 = 2000 r ° �'`� D RICK o W 00
33 _�- 2 vc s acMAQ . J 0 00
�^ �gtlPf� u��� 1' y 4 MAC ONµ .� 4. Z N �
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 Sm"E P R S - I
00
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 `+'T� 5o� LA F o9 Bass -Hoover ��, R ALBIN Wn, o �,� S C� a) o N N
PROPOSED CONTOUR y 9 � y4 N� VILLAGE Z c
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, and Sediment Control Regulations and any other state, federal, or local regulations F O s ,�r`�°,T° �� oM S �P�° BN �w �,�y J.� o,
9 P 9 9 a licable. In the event off conflict between an of these standards, specifications or EX E/P-_ ^ 4q T L
PP Y P EXISTING EDGE OF PAVEMENT------------------�- ------ \ � ,�� � p ALL �. F conn,Eo o, No 0
be provided prior to issuance of the site development permit. The approval of these plans in no way `' FAROF� ��� ,s '�c��Qr+` 636 �- = > ,I -
must N
P P P p PP p y plans, the most stringent shall govern. PROP E/P,owNE ,
4v oy or m "e/ F 3 [. TO Y J E
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT _ �' '° Q L
EX C&G B t Jr.� t?` " 9 �� ' �o o � o@ °ie��+S� eo`r a� cu
Control Handbook. V2. All construction shall com I with the latest U.S. De artment of Labor Occu ational su.. �9 w .° ° ° o ° +' c o
PROP C&G `�� (4 f ° ��t� Robs s �Tr*ouai OEP, oy o SE / Z •� � c Ln
comply P P EXISTING CURB AND GUTTERIt
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. ° q yr r 4 E REDE KT t . -C a�
■ �, c CT F? W U N X
(VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER 631 ° ii aPt /� may. wf e� oMc 11 c a) Q
�' e' e f '► . R ye. �2 r
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, - - t`? e, °r `,o "�+Ao
CG-6 CG-6R EFFERS
shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG 6 TO CG 6R
required under State law. �/ .
Furthermore all traffic control fla ers must be certified in accordance with VDOT's ��° m�Q T
99 _
tl N = z p EP Boat Rfllblt:: •- '� ^ L L
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE ---- ---- ------ -------- sT sx ��Fo E , °o of I"r c a,
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T s�ti r vooT 1� 3Q INOTTO`NAY SHERANDO rrisbeeG k'r! >
Area Hd • 3 Pieniehkiq C: L
VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP e Z c
(VDOT) 9 / P P - o �,00°' �;ig _ grounds i w cn
be subject to change as deemed necessary b VDOT. EXISTING STORM SEWER cnor Flit- _ Jameswa 8hZ fe Aft ARL
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to 1 9 Y Y 3 7, wa E Nia f400 op sr FAX 4 Swimmhq
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP o a4 . ,;
�.
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER ty
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times. EXISTING SANITARY SEWER -;�- 1 J
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER --- ---- -- ------- - �1 "1 Q N Q
arranged and held by the engineer and/or developer with the attendance of the j Q"o
Control Devices (MUTCD). contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE -- --- - Y-------- -- o a'
8. All unsuitable material shall be removed from the construction limits of the roadway before placing �� � a
PROPOSED ELECTRIC SERVICE P SHEET ONE COVER SHEET � a Q
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for tea_ o
SHEET TWO SITE PLAN Q J w
any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ------ _. _.. _._._-._.__.__.___ __ ___ . o' Q o
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less o- o w
>
inspection. o L� o w
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE Q o w _ Q
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the o Q Q > o
PROPERTY LINE
on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance N > o :2
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE - --- -- - -- -� - Z Z � w �
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT Oi E t ,T 0 � J o Q o ¢ LL_
be minimum 6" diameter and conform to VDOT standard SB-1. FENCELINE -- - '� - - - Q Q a-
through construction. > a w Q �
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE `vr PARCEL IDENTIFICATION NO. 74 - A - 105 0 z � C� Q
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: AYLOR ROAD
one litter receptacle shall be provided at the construction site. q 9 9 � z v> a U �
and at the end of construction. EXISTING TELEPHONE POLE "J TOTAL AREA: 1.44 ACRES oN * w p
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA: 0.40 ACRES
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE -- -----_.._.__.__.___.____..} j___ ...___._
P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have DISTURBED AREA: 0.35 ACRES Q
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE -w w IT! w CURRENT ZONING: B - 1
condition at all times.
CURRENT USE: VACANT Q1
14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT r} PROPOSED ZONING: B - 1
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED USE: ICE CREAM STAND
vicinity until an adequate design can be determined b the engineer and approved b VDOT. EXISTING WATER VALVE -- - r-
sheets, and connections to existing lines. Y q 9 Y 9 PP Y �y
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER a REQUIRED PROVIDED,
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER --- --- ------------ ---- BUILDING SETBACKS: FRONT: 35 FRONT: 35 Z 0
SIDE: 0' SIDE: 83.5 p CJ
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER ------ - --'•== w - «�
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill base subsurface material and backfill of utility/storm sewer trenches shall REAR: 0 REAR: 265 V)
prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing be compacted yin 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN - E
P 9 Y 9 9 REQUIRED PROVIDED Ql FE
utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) ,, W E Q1 E E
PARKING SETBACKS:_ FRONT: 5 FRONT: 6.5 E a~ 0 0
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT 0
p p y g g p y q P agency q CG-12 AND/OR JURISDICTIONAL SIDE: 5 SIDE: 11
17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a performed b a qualified independent a enc shall be conducted as required in the VDOT � 0
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to STANDARD AMP CONSTRUCTION REAR: 5 REAR: 201 U
P j 9 9 9 Y• 9 P copy p �
18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING HE NUMBER
9 9 P P P P INDICATES THE NUMBER OF TYPICAL PARKING SPACES
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans F.A.R. CALCULATIONS PARKING CALCULATIONS Q T
LL
development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION �`; > (L �-
0.3 REQUIRED REQUIRED
19. The developer will be responsible for the relocation of any utilities which is required as a result of his 1.4 PER 100 sf C�j cfJ
project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way O PROVIDED 144 sf YIELDS 2 SPACES W 61 07 (P
/ � HANDICAP PARKING H/C 144 sf 62,725 st = 0.0023
shall meet VDOT minimum design standards and is the developers responsibility. d)
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VD1OT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT Fi-o-o-> PROVIDED
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 20 SPACES WITH ONE
acceptance of work. Unit and total prices may be obscured. PROPOSED BUILDING ENTRANCE .� 7 LANDSCAPING CALCULATIONS BEING A VAN ACCESSIBLE
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering HANDICAP SPACE
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. EXTERIOR
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT �' 1 TREE PER 40' PERIMETER
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an 490 / 40 = 13 TREES
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN
+
professional engineer and results submitted to Frederick County prior to pavement construction. If a INTERIOR
geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT 1 TREE PER 10 SPACES
20 SPACES = 2 TREES
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 5% OF PARKING AREA REQUIRED
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement FOR LANDSCAPING (16,300 sf)
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 MEANS 815 sf REQUIRED
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 888 sf PROVIDED
Water/Sewer: Frederick County Sanitation Authority EASEMENT LINE 15 REQUIRED
P.O. Box 1877 15 MAPLE TREES PROVIDED
Winchester, VA. 22604 CENTERLINE
(540) 868-1061 EXISTING SPOT ELEVATION 12.0
Phone: Bell -Atlantic PROPOSED SPOT ELEVATION 12 5 ENVIRONMENTAL FEATURES C >
P.O. Box 17398 PERCENT EXISTING TREE DRIP LINE - - • r -^- �- ^�- ^ ' -- �'`' FEATURE DISTURBED 4-)Baltimore, MD 21297
N 7�
(301) 954-6282 r' r' ';' 15„ OAK '~ _f 15" PINE �AOOSP& (PONDS 0 ��-+
EXISTING TREE
Power: Allegheny Power MISS UTILITY 1-800-257-7777 t `� 1 WETLANDS >1AC 0 4 � Q O
P.O. Box 1458 OAK O
SINKHOLES 0
Hagerstown, MD 21741 PROPOSED TREE NATURAL S.W. 0 4-4
O O 4
1-800-654-3317
DETENTION AREAS >
Gas: Shenandoah Gas Co. STEEP SLOPES 0 O Q�+
U N
P.O. Box 2400 >v J
VA 22604 15% �
Winchester, O
(540) 869-1111 WOODLANDS 0 * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
FC -A UCTGE RATION A A 1E U
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1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. O
U 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. MARK D. SMITH Project Name: Project Number:
ThIS bUSIneSS IS an Ice cream stand that has n0 indoor seating� No.022837 ,�
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE Pack's Ice Cream2189
AUTHORITY'S INSPECTOR. Or facilities. This business operates from March to October99
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Wlth 5 t0 6 Vehicles per hour durin the da The peak traffic SSto� Magisterial District: Date of Plan: (Month, Day, Year
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY p 9 y PNAL > 0�®�
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF flow IS from 6 pm to 10 pm during the summer months with an Opequon District 5/5/98�`
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 average traffic Count of 60 cars per hour. These counts are d��
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS g P 1.�6~'C'r,
Owner: Address, IncludingZip Code & Telephone No, � -ra
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. approximate Since the ITE (6th Edition) does not cover this PROFESSIONAL SEAL & SIGNATURE P P 1315 Lakeview Drive
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Bill and JennyPack Cross Junction, VA 22625
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE type of establishment. DATE: 5/5/98
THESE PLANS ARE IN CONFORMANCE WITH 888 - 4546
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND Developer:
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE p Address, Including Zip Code &Telephone No. SCALE: N/A
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO same
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: OATES
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB NO. 2189
Greenway Engineering Winchester, VA 22602
(540) 662-4185 SHEET 1 OF 2
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