HomeMy WebLinkAbout41-01 Kernstown UMC (Parking Lot) - Back Creek - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP�z�
1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INTERMEDIATE CONTOUR SCALE 1 = 2000
Count construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Y P / P Sediment Control Regulations and any other state, federal or local regulations applicable. In the W
event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. $y~ W
must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR mNCHEX at
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relieves the developer or his agent of the responsibilities contained m the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT -- - -- -- ----- =_=-' Y-- - - - °�� n c
Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P
p g Virginia P P V3. When working on VDOT right-of-way, all traffic control, whether permanent PROPOSED EDGE OF PAVEMENT
3. A permit must be obtained from the Office of the Resident Engineer, Vir ania Department off Transportation or temporary, shall
(VDOTVDOT and Frederick Count prior to construction in existing State right-of-way.EXISTING CURB AND GUTTER - -= - - = - -
) Y P gbe in accordance with the current edition of VDOT s work area protection manual. Furthermore, all s
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP Gd 6 ® o
Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER
required under State law. '' NOD
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R �'� 0 G6-6R SITE
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation __..__.__.._. __..__..�._, _._____.________.._._.____ ....__..._.__. q, C N
P Y P P g P P the sole responsibility of the developer to locate and identify utility facilities or items, which may EXLSTING TELEPHONE LINE a FU
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T T y yro P� d -L ,D n
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. o Q`
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. = k' ,r',: I'C - cu
V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING STORM SEWER _- �_-__:: �,.�� _.::.:::_::.:--;:_:: __ T:_ Z = to N
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP 15 RGP °i °' �
representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER v S
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER"---`°�'w°°� `�""'R" " ""' CC 3 S 0X
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Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION L-0 3
8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE
embankment. and held by the engineer and/or developer with the attendance of the contractor, various County 0� LA LA
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE E E i o
AN -S (D >,
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for POSTING GAS LINE --- --,____P._______.______._.__.._:___-- SITE LOCATION U.S. RT. 1 1 N - 0.17 MI S. OF SHAWNEE DR. W
for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection.3239
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course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE G G EX STREET ADDRESS WINC VALLEY PIKE w
WINCHESTER VA 22602 kftv� �
Secondary Roads in Virginia , and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the �,
support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE PARCEL IDENTIFICATION NO. 63-A-96, 63-A-107A
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, TOTAL AREA 1.62 AC
and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE ...- ... -► ... - ... - ...
Developer shall have, within the limits of the project, an employee certified by the Department of _._.___ _ .�_.___.__.._ ._.___._ .-..__..�__.._�..__....,_�.__.. ._..-_-.. DISTURBED AREA 7,300 S.F.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated FENCELINE
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation CURRENT ZONING M2
on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE
CURRENT USE CHURCH and weekly when no rainfall event occurs.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, PROPOSED USE SAME
be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE %'
at the end of construction. EXISTING WATERLINE W/ TEE ��; ��� ��° -- BUILDING HEIGHT: MAXIMUM ALLOWED = 60'
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than SIGNS: ALL SIGNAGE MUST CONFORM WITH THE
one litter receptacle shall be provided at the construction site. Vll. All water and sewer lines within existingor proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W TEE ` Iu �®
P P g Y / STANDARDS OF SECTION 165-30 OF
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. THE FREDERICK COUNTY ZONING ORDINANCE.
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE OUTDOOR LIGHTING: NONE PROPOSED. ANY FUTURE OUTDOOR LIGHTING
whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free V12. 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 �_.. _ �. .�. MUST BE SHIELDED TO PREVENT ILLUMINATION OF
until an adequate design can be determined by the engineer and approved by VDOT.
condition at all times. EXISTING WATER VALVE ADJACENT PROPERTIES.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER ® PARKING SETBACKS: REQUIRED: 5' MIN. FROM PROPERTY LINE
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT 25' MIN. FROM ROAD R.O.W.
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER �`- ��'�""" """""""'" "' -"
sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED: 10 MIN. FROM PROPERTY LINE
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled PROPOSED REDUCER 185' MIN. FROM ROAD R.O.W.
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. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN
according to all applicable VDOT standards. HANDICAP RAMP (CG-12)
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT OPEN SPACE CALCULATIONS: PARKING CALCULATIONS:
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be CG_12,,#D/pR J[j W?&FON
P Y Y g STANDnxll RAMP �V STR C17 TOTAL LOT AREA: 70,567.2 S.F. REQUIRED - CHURCH: 1 SPACE PER 3 SEATS
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6' lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method REQUIRED: 15% = 10,525 S.F. EX. SEATS: 238 UJ
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
utility verification and the proposed construction. PARKING INDICATOR �- 238 / 3 = 80 SPACES REQUIRED
12
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES EX. BUILDING: 9,050 S.r.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A EX. PAVED AREA: 26,062 S.F. EX. SPACES: 64
result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. PROP. PAVED AREA: 7,266 S.F. PROP. SPACES: 24 E-
TEST PIT LOCATION ® TOTAL SPACES PROVIDED: 88 Z
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and TOTAL: 42,378 S.F. T
18. When grading is proposed within easements of utilities, letters of permission from all involved companies P HANDICAP SPACES REQUIRED: 4 .ice
further where determined necessary by VDOT Inspector. 70 567.2-42 378=28 189.2 S.F.=OPEN SPACE PROVIDED HANDICAP SPACES PROVIDED: 4 W U� E-+
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site HANDICAP PARKING ' ' � � �
development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall 28,189.2 / 70,567.2= 40� W V ;�
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his meet VDOT minimum ° design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 O
project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE U
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be Protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account PEI
in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The W x
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engineer must be notified immediatel bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed POSTING STREET LIGHT �'( > �--+
g Y a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on NO ENVIRONMENTAL FEATURES ON THIS SITE
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN + ® ram+ W
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. �i
PROPOSED SANITARY LATERAL CLEANOUT 1Pd,
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to
proctor AASHTO-T99, ASTM-D698 or VTM-1 as applicable. Density shall be certified b a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER
P � PP � Y Y g c� � .„� �_
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices FINAL � +
professional engineer and results submitted to Frederick County prior to pavement construction. If a may be obscured. � ��-
geotechnical report has been prepared, it should supersede the requirements in this note. `�P P�-�'VE;:.�.r
STORM DRAIN STRUCTURE IDENTIFIER LU
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V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical ` OAT ,61 .'Poo W
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating '
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spreader. Density will be determined using the density control strip as specified in VDOT's Road and
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE -.-.---..--,�...--.-....------ .-.-..--.--------..-.�.-.-....___ _.,.___.,_.
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - -
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION TRIP GENERATION DATA
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road +
and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 115 3 CLASS USE TRIP RATE TRIP RATE USE TPD
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. EXISTING TREE LINE
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the ,_- 560 CHURCH 36.63 PER 1,000 S.F. 3.7 335
control strip. ;'`' °.
EXISTING TREE 15 PINE (SUNDAY) FLOOR AREA
15" OAK ', , -_S'r "
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 V22. Final location of CG-12 Curb Ramps shall be determined b VDOT inspector. PROPOSED TREE ri- 15" OAK 15" PINE
P.O. Box 2400 P y p
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111 FCSA CONSTRUCTION NOTES
Power: Allegheny Power Phone: Bell -Atlantic r� SHEET
P.O. Box 1458 P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SEAL C®Y ER Sid
Hagerstown, MD 21741 Baltimore, MD 21297 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. BW TE REVISION
1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
Project Name:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. KE R N S T O W N UNITED METHODIST CHURCH
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF p,LTH 0
MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME ��� �Lr Owner: Address, Including Zip Code & Telephone No.
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME ARID COVER TO O �
FIRE MARSHAL'S NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 3239 VALLEY PIKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN o �+ KERNSTOWN UNITED METHODIST CHURCH WINCHESTER, VA 22602
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX MICHAEL S. STICKLEY y (540) 667-7298
Fire lane markings and signage: ASSEMBLY INSTALLED CORRECTLY. LICENSE No. � Developer: Address, Including Zip Code &Telephone No.
Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: 0�, 031162
by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING r ONAL� SAME
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. WINCHESTER, VA 22602
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING
AVAILABLE FLOW = AVAILABLE FLOW = 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: (540) 662-4185
DATE: 09
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. PROFESSIONAL SEAL &SIGNATURE
SOURCE: SOURCE: B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE APPROVAL /04/O1
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COVER SHEET 1
DATE: DATE: THESE PLANS ARE IN CONFORMANCE WITH
COMPLETED. PARKING LOT PLAN 2 COUNTY OF FREDERICK STANDARDS AND SCALE: N/A
ORDINANCES. ANY DEVIATION OR CHANGE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY:
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HANDICAPPED PARKINC NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO FREDERICK COUNTY ZONING ADMINISTRATOR DATE
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. AS
REMOTE READOUT IS REQUIRED.
Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO.: 2360
no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. *SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL SHEET 1 OF 02
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NOTE:
ALL TREES TO BE A MIN. OF 4 IN HEIGHT
DATE: 8 31 O1
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1. BUFFER SGREENING WAIVERS GRANTED BY PLANNING
AT TIME OF PLANTING.
COMMISSION ON MAY 5, IgGG.
SCALE: 1"=20'
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BUFFER SGREENINC-�? DETAIL
N.T.S.
DESIGNED BY: AS
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_ -- - .- - 3. NO UST'S OR DRAIN FIELD IN AREA OF DISTURBANGE
SCALE: I"
= 20'
FILE N0. 2360
SHEET 02 OF 02
J
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 Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and 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 minimum sections to be utilized when the actual California
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
for actual determination of required pavement thickness prior to placement. All final pavement and base
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
and prior to placement.
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.
11. 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 been 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.
UTILITY CONTA CTS
Water/Sewer: Frederick County Sanitation Authority
Gas: Shenandoah Gas Co.
P.O. Box 1877
P.O. Box 2400
Winchester, VA. 22604
Winchester, VA 22604
(540) 868-1061
(540) 869-1111
Power: Allegheny Power
Phone: Bell -Atlantic
P.O. Box 1458
P.O. Box 173.98
Hagerstown, MD 21741
Baltimore, MD 21297
1-800-654-3317
(301) 954-6282
MISS UTILITY 1-800-257-7777
FIRE MARSHAL'S NOTE
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
VDOT CENERAL NOTES
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
event of conflict between any of these standards, specifications or plans, the most stringent shall be
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration and VOSH Rules and 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 the latest edition of the VDOT Road and
Bridge Specifications, Section 104.04-C.
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 utility company. It is
the sole responsibility of the developer to locate and identify utility facilities or items, which may
be in conflict with the proposed construction activity. VDOT approval of these plans does not
relieve the developer of 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 will 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 must be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
V8. The 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.
V9. 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 and Sediment Control Handbook, Section 3.02. 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 Department of
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
control devices and measures for proper installation and deficiencies immediately after each rainfall,
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
at the end of construction.
Vll. 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.
V12. 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.
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 which will be accepted by VDOT and that testing shall be conducted
according to all applicable VDOT standards.
V14. 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.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
further where determined necessary by VDOT Inspector.
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 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. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
V18. The developer must provide to the local VDOT office a list of all material sources prior to
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
Bridge 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 additions 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 the latest edition of VDOT's Road
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
FCSA CONSTRUCTION NOTES
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 ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. 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 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. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND I" WATER SERVICES.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
40
EX I F
EXISTING EDGE OF PAVEMENT
PROP E/P
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER __ ...___..._. .
E,(4
PROP G 4 6
PROPOSED CURB AND GUTTER
0 G6-6R
TRANSITION FROM CG-6 TO CG-6R G640
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE T T
EXISTING STORM SEWER _:-..._.._.______-..._..._.___.._.__......____...._...__._.___...._.-..._....__..__._...
PROP. 15" RGP
PROPOSED STORM SEWER IF
i
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE E E
EXISTING GAS LINE
PROPOSED GAS LIKE G G
PROPERTY LINE
FLOW LINE
FENCELINE _._ .__._._ -------
___ ._.__. _._._.. _ .._.._.._._ __. j.._..__...
EXIMG POTTER POLE
EXISTING TELEPHONE POLE
1
EXISTING WATERLINE W/ TEE`
PROPOSED WATERLINE W/ TEE �+
EXISTING FIRE HYDRANT
004
EXISTING WATER VALVEa�
PROPOSED WATER METER
EXISTING REDUCER-
"
PROPOSED REDUCER
STOP SIGN
HANDICAP RAMP (CG-12)
LOCATION OF
DI �STDpp��VDOT
��DEEN1O122TES
gg
STAAIDARAMP�O�S'1'R�C1'IS
PARKING INDICATOR
12
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 IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE LINE
1w4w4 Ie�il+
PROPOSED TREE
1153
_..
15" OAK 15" PINE
��•Jl 15" OAK 15" PINE
SHEET INDEX
VICINITY HAP
crnTV 1"- 9nnn'
SITE LOCATION
U.S. RT. 1 1 N - 0.17 MI S. OF SHAWNEE DR.
EX STREET ADDRESS
3239 VALLEY PIKE
WINCHESTER, VA 22602
PARCEL IDENTIFICATION NO.
63-A-96, 63-A-107A
TOTAL AREA
1.62 AC
DISTURBED AREA
7,300 S.F.
CURRENT ZONING
M2
CURRENT USE
CHURCH
PROPOSED USE
SAME
BUILDING HEIGHT:
MAXIMUM ALLOWED = 60'
SIGNS:
ALL SIGNAGE MUST CONFORM WITH THE
STANDARDS OF SECTION 165-30 OF
THE FREDERICK COUNTY ZONING ORDINANCE.
OUTDOOR LIGHTING:
NONE PROPOSED. ANY FUTURE OUTDOOR LIGHTING
MUST BE SHIELDED TO PREVENT ILLUMINATION OF
ADJACENT PROPERTIES.
PARKING SETBACKS:
REQUIRED: 5' MIN. FROM PROPERTY LINE
25' MIN. FROM ROAD R.O.W.
PROPOSED: 10' MIN. FROM PROPERTY LINE
185' MIN. FROM ROAD R.O.W.
OPEN SPACE CALCULATIONS:
PARKING CALCULATIONS:
TOTAL LOT AREA: 70,567.2 S.F.
REQUIRED - CHURCH: 1 SPACE PER 3 SEATS
REQUIRED: 15% = 10,525 S.F.
EX. SEATS: 238
EX. BUILDING: 9,050 S.F.
238 / 3 = 80 SPACES REQUIRED
EX. PAVED AREA: 26,062 S.F.
EX. SPACES: 64
PROP. PAVED AREA: 7,266 S.F.
PROP. SPACES: 24
TOTAL: 42,378 cS.F.
TOTAL SPACES PROVIDED: 88
70,567.2-42,378=28,189.2 S.F.=OPEN SPACE PROVIDED HANDICAP SPACES REQUIRED: 4
HANDICAP SPACES PROVIDED: 4
28,189.2 / 70,567.2=40%
NO ENVIRONMENTAL FEATURES ON THIS SITE
TRIP CENERA TION DATA
CLASS USE TRIP RATE TRIP RATE USE TPD
560 CHURCH 36.63 PER 1,000 S.F. 37 335
(SUNDAY) FLOOR AREA
AL TH Off, l
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LICENSE No.�v
031162
�SSIoIVAL . Cs
PROFESSIONAL SEAL & SIGNATURE
COVER SHEET 1 THESE PLANS ARE IN CONFORMANCE WITH
PARKING LOT PLAN 2 COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
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Project Name:
KERNSTOWN UNITED METHODIST CHURCH
Owner: Address, Including Zip Code & Telephone No.
3239 VALLEY PIKE
KERNSTOWN UNITED METHODIST CHURCH WINCHESTER, VA 22602
(540) 667-7298
Developer: Address, Including Zip Code & Telephone No.
SAME
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
DATE: 09/04/01
SCALE: N/A
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DATE DESIGNED BY:
AS
JOB NO.: 2360
*SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL SHEET 1 OF 02
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FREDERICK COUNTY ZONING ADMINISTRATOR
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*OPTIONAL APPROVED PAYING
6" PRIME DOUBLE SEAL WITH
CONCRETE YJHEEL STOPS
W
p
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EX. TREES TO
BE PRESERVED
PAVEMENT DETAIL�
a
(n
w
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x
(NOT TO SCALE)
IX
OP. 10&' LAND5C,Oo
O
i
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S 30°2q'51-- W `` i 4 1✓ I
4 W 23.84' 4 4 _-- 4—i/ ,� 1 i
1 j ,
SCREEN BUFFER
(SEE DETAIL) u►
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-
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PINE
W
(
� IN 58°59'O5"' W 23.10'
1
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LL
NOTES:
NOTE:
ALL TREES TO BE A MIN. OF 4' IN HEIGHT
DATE: 6/31/01
I
I
I.
BUFFER SGREENIN6 WAIVERS GRANTED BY PLANNING
AT TIME OF PLANTING.
w - -- -- �-
__.-.� 6 ABLER, I NC.
, __ COMMISSION
f �_ 2.
ON MAY 5, 1999.
CONTRACTOR WILL ENSURE POSITIVE DRAINAGE
TYPIGAL
BUFFER SGREENIN67 DETAIL
SCALE: 1"=20'
, _
�
- OF
PARKING
T I DB 516, P6 312
-
- --�
LOT. 20 10
O 20 40
N.T.S.
DESIGNED
BY: AS
TONED: M-2, U5E: COMMERCIAL
,
-- - - = - 3.
`
NO UST'S OR DRAIN FIELD IN AREA OF DISTURBANCE
SCALE: I" = 20'
FILE N0.
2360
f
SHEET
02 OF 02