HomeMy WebLinkAbout02-01 Shockey Yard - Cement Silo - Stonewall - Backfile1. 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 -off -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/or 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 6. CBR values less
than 6 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.
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. s 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 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 grave sites. Grave sites shown on this plan will be protected
in accordance with state law. In the event grave sites 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 operators of underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
UTILITY CONTA CIS'
Water/Sewer: Frederick County Sanitation Authority
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Telephone: Bell -Atlantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Power: Allegheny Power
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
MISS UTILITY 1-800-257-7777
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 1" 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.
Vl. 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 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 and/or 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.
VI 1. 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.
V14. 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 standards 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.
VI 7. 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.
V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
Fire lane markings and signag_e..
Any "No Parking" signs and yellow painted curb and fire lane
locations to be installed under the direction of the Fire Marshal's Office.
15
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Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
TRIP GENERA TION DA TA
CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD
THIS REVISION ION IL N T
AFFECT TRI CEN A AT
Ne
AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998.
EXISTING INTERMEDIATE CONTOUR--------- z3
EXISTING INDEX CONTOUR
330
PROPOSED CONTOUR
40
EX ESP
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
CG-6 ® CG-6R
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
T r --
EX. 10"° RCP_
EXISTING STORM SEWER
-
PROP. 15" RCP
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 . ... _ ... _ ..._ .. ...
FENCE LINE -- -- -- ----� -�� -
EMSTING POWER POLE PP
EXISTING TELEPHONE POLE
TP
EXISTING WATERLINE W/ TEE
° °
PROPOSED WATERLINE W/ TEE
°
PROPOSED FIRE HYDRANT
FH
EXISTING WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER -�--`-�
- -
PROPOSED REDUCER
STOP SIGN
VEHICLES PER DAY COUNT
100
PROPOSED STREET NAME SIGN
+
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
12
STORM DRAIN STRUCTURE IDENTIFIER
EASEMM LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE DRIP LINE
1911*1 Z& Jllil Y.14 N
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
8C."MARK OSIWlH
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PROFESSIONAL SEAL 4 SIGNATURE
THESE PLANS ARE IN CONFORIANCE WIT14
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN TI4ESE PLANS SHALL BE APPROVED BY
THE DIRECTOR OF PLANNING PRIOR TO
CONSTIICTION.
COVER SHEET SHEET I OF 2
SITE PLAN SHEET 2 OF 2
VICINITY MAP
SCALE 1 "= 2000'
PARCEL IDENTIFICATION NO. 54-((A))-12
STREET ADDM
ZONING:TOTAL AREA: 26. A
CURRENT
PROPOSED USE: SILO
,PROPOSED HEIGHT: 60'
SETBACKS
FRONT
REQUIRED
75'
PROVIDED
760'
REAR
75'
430'
SIDE
25'
62.5'
OUTDOOR LIGHTING
NO LIGHTING PROPOSED
INSPECTOR NOTES
STRUCTURES SHALL COMPLY WITH THE VIRGINIA UNIFORM
STATEWIDE BUILDING CODE AND SECTION 312, USE GROUP U
(UTILITY) OF THE BOCA NATIONAL BUILDING CODE 1996.
ARCHITECTURAL AND ENGINEERING SEALED PLANS ARE TO BE
SUBMITTED AT THE TIME OF PERMIT APPLICATION. CHAPTER 17
OF BOCA (SPECIAL INSPECTION) MAY APPLY FOR THIS
STRUCTURE.
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Project Name:
1� I C �i NT SILO
Owner: Address, Including Zip Code 4 Telephone No.
1051 ES�BI�C. �RYaI 5HC �, 22603
Developer:
5At"'iiiii A5 A50VE
f-1 F., E E N W A "�
ENGsINEE F-,,INA
(540) 665-3286
Address, Including Zip Code 4 Telephone No.
SAME AS ABOVE
Address, Including Zip Code 4 Telephone No.
15I WINDY HILL LANE
WINCHESTER, VIRGINIA 22602
PHONE: (540) 114la5
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
• SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL
SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FREE), CO. SANITATION AUTHORITY APPROVAL
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DESIGNED
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FILE
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SHEET 02
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CENERA L NO TES VD 0 T CENERA L NO TES LECEAD VICINITY MAP
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EXISTING INTERMEDIATE CONTOUR-------, SCALE 1"= 2000' W�
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 LU
ns and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
County construction standards and specifications 40 LU
PROPOSED CONTOUR
and Sediment Control. Regulations and any other state, federal, or local regulations
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P
to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P ?�Q..V:
must be provided prior
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT
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Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER %Z
Safety & Health Administration and VOSH Rules & Regulations.
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROP C&G to
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(VDOT) and Frederick County prior to construction in existing State right -of -way. PROPOSED CURB AND GUTTERV3. 'When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is hall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R NZ 00M CQ
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required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
EXISTING TELEPHONE LINE T_ co CV
January, 1994 (or latest edition of Road & Bridge Specifications, Section 104.04-C.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held to
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PROPOSED TELEPHONE LINE
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
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and/or 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
62
(VDOT) to determine if and where guard rail a EXISTING STORM SEWER Z
be subject to change as deemed necessary by VDOT. $4 r-
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to w 4)
PROP. 15" RCP UJ
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
11 nee PROPOSED STORM SEWER to
V5. Prior to initiation of work, Contractor shall be responsible for acquiring a necessary VDOT LU 0
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. 0
representative of the developer must be available at all times. EXISTING SANITARY SEWER 4 0 -4
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 SEW PROJECT INFORM TION
Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE PARCEL IDENTIFICATION NO. 54-((A))-12
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for STREET ADDRESS: STINE LANE
any undetermined length of time. VDOT will also require 48 hours notice for any EXMG GAS LINE TQI& AREA: 26.5 AC
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
inspection. CURRENT ZONING: M2 0
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE PROPOSED USE: SILO r4 V)
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 PROPERTY LINE PROPOSED- HEIGHT: 60'
on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of A construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook, See 3.02... FLOW LINE
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 FENCE LINE SETBACKS REQUIRED PROVIDE
be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING POWER POLE PP FRONT 75' 760'
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than REAR 75' 430' 4)
one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during TP SIDE 25' 62.5' Z
and at the end of construction. EXISTING TELEPHONE POLE LU
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 V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE
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 OUTDOOR LIGHTIN Z
condition at all times. NO LIGHTING PROPOSED 0
V11. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT U-) Z
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary 5; Z
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 UJ Z
vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE INSPECTOR NOTES <
sheets, and connections to existing lines. J
PROPOSED WATER METER STRUCTURES SHALL COMPLY WITH THE VIRGINIA UNIFORM
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current VI 2. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector STATEWIDE BUILDING CODE AND SECTION 312, USE GROUP U
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standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER (UTILITY) OF THE BOCA NATIONAL BUILDING CODE 1996. 0-
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER 0)
V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall ARCHITECTURAL AND ENGINEERING SEALED PLANS ARE TO BE Z
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 96% of theoretical maximum density as determined by STOP SIGN SUBMITTED AT THE TIME OF PERMIT APPLICATION. CHAPTER 17
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width OF BOCA (SPECIAL INSPECTION) MAY APPLY FOR THIS
utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests VEHICLES PER DAY COUNT Fi_6_6-> STRUCTURE. >
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN +
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED SANITARY LATERAL CLEANOUT 2
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. SANITARY MANHOLE IDENTIFIER <
must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
19. The developer will be responsible for the relocation of any utilities which is required as a result of his and further where determined necessary by VDOT Inspector. STORM DRAIN STRUCTURE IDENTIFIERo
project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design standards and is the developer's responsibility. EASEMENT LINE
20. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
in accordance with state law. In the event grave sites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within CENTERLINE
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 12.0
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION +
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION 715-1
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 EXISTING TREE DRIP LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis.
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. V1 8. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. EXISTING TREE 1511 OAK 15" FINE
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 PROPOSED TREE D MAPLE
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines 8 RE
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. HANDICAP RAMP (CG-12) ZI E4
DENOTES LOCATION OF STD VDOT U
7'1 CG-12 AND/OR JURISDICTIONAL in P4
UTILITY C 0 N TA C Ir"S FIRE WKSHAL S NOTE STANDARD RAMP CONSTRUCTION / A , ly-4
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PARKING INDICATOR �
INDICATES THE NUMBER OF >
Fire lane markings and signqge. TYPICAL PARKING SPACES 1.4 C:�
Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power 0-�
P.O. Box 1877 P.O. Box 1458 >= Y) .:l >-4
Winchester, VA. 22604 Hagerstown, MD 21741 Any No Parking" signs and yellow painted curb and fire lane E-, E4
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(540) 868-1061 1-800-654-3317 locations to be installed under the direction of the Fire Marshal's Office. Z Z
Telephone: Bell -Atlantic Gas: Shenandoah Gas Co.
P.O. Box 17398 P.O. Box 2400 >= E-, C)
Baltimore, MD 21297 Winchester, VA 22604 0
(301) 954-6282 (540) 869-1111 D �L4 UJ
HANDICAPPED PARMING NOI rpZ E-1
MISS UTILITY 1-800-257-7777
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FCSA CONS,PDUCTION No TES APP 0 4 C:)
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Handicapped parking spaces and aisles shall slope &M, A T - Lz A v-, A/ -t4 � 04
no greater than 2% in all directions. r4 44
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET Z
ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 0
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. E-
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 5EAL G0V.*;.=_fR SHEET U)
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH Project Name:
2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH TRIP CENERA TION DA TA
ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE AUXILAfR%� CEMENT 61LO
BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD
BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE Owner: Address, Including Zip Code 4 Telephone No.
METER BOX ASSEMBLY INSTALLED CORRECTLY. M2ESSIONAL SEAL 4 S&4ATURE 1051 MARTIN55URG PIKE5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: CRIDEfR 4 5HOC<E%r/ INC. WINCHESTER, VA 22603
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN MARK D. (540) 665-3286
APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. THIS BE VISION WIL NOT THESE PLANS ARE IN CONFOWANCE WITH Developer: Address, Including Zip Code 4 Tel No. 'EIVED
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8-, 3/4" AND I- WATER SERVICES. No. 022837 FREDERCK COUNTY STANDARDS *0
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY AFFE.CT TRIP CENEI-MI TION. ORDINANCES. ANY DEVIATION OR CHANGE
LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. 0 (0 IN THESE PLANS SHALL BE APPROYM BY 5)4�IE A5 A50VE SAME AS ABOVE W 06 2001
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10 L THE DIKCTOR OF PLANNING FRJOR TO
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: CONSTRJCTION. Engineer Certifying Plan. Address, Including Zip Code 4 Telephone No.
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. DEPT, F PLANNINC DEVELOFM�NT
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. G;REENW151 WINDY WILL LANE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. � I WINCHESTER, VIRGINIA 22602
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, SHEE T IN ENGINEERING PHONE: (540) 662-41a5 DATE: 12/26/00
INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. COVER SHEET SWEET I OF 2 APPROVAL SCALE: N/A
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998.
ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. SITE PLAN SHEET 2 OF 2 DESIGNED BY: JAW
FREDERICK COUNTY ZONING ADMINISTRATOR DATE FILE NO. 354
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SHEET 01 OF 02
SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OFF RED. CO. SANITATION AUTHORITY APPROVAL
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DATE: 12/26/00 1
SCALE: 1" = 50'
DESIGNED BY. JAW
FILE NO. 354
SHEET 02 OF 02
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