HomeMy WebLinkAbout78-06 Master's Touch Nursery - Stonewall - Backfile (2)i
GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP �
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 current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR 330 SCALE: 1" = 2000' Z
County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INDEX CONTOUR 330
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall PROPOSED CONTOUR 400
construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. EX E/P W
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment EXISTING EDGE OF PAVEMENT -
Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED EDGE OF PAVEMENT PROP E/P �� - LU
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EX C&G Z
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EXISTING CURB AND GUTTER
(VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in PROP C&G ¢'
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROPOSED CURB AND GUTTER
r Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
required under State law. TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R W LL AD. v Z LU 01
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic --� L. / C Ln
5. The exact location of all guard rails will be determined by VDOT personnel. 'A joint inspection will be held signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the EXISTING TELEPHONE LINE - 6'7 - N °4
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict m ' I > N It
(VDOT) g / P P with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from PROPOSED TELEPHONE LINE I o
VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be ; a� U
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to this responsibility. EXISTING STORM SEWER EX. 15 RCP.� on Ln t4
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.`' ` i I rn Q)
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject PROP. 15 RCP r O I >,
6. Ana roved set of plans and all applicable permits must be available at the construction site. Also, a to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision PROPOSED STORM SEWER CQ
PP P PP P g Y Y Y P Y y 4 S T � �Z■ x' � c� �
shall be the responsibility of the developer.
representative of the developer must be available at all times. EXISTING SANITARY SEWER Q `y W °� I Q
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 land use PROPOSED SANITARY SEWER LU g o o ►ten �
Control Devices (MUTCD). permits for any work within VDOT right-of-way. A.
EXISTING ELECTRIC SERVICE - 9
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 shall be arranged and held
embankment. by the engineer and/or developer with the attendance of the contractor, various County agencies, utility PROPOSED ELECTRIC SERVICE SHEET INDEX
companies and VDOT prior to initiation of work.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less EXISTING GAS LINE
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required PROPOSED GAS LINE N a) o 0
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated or requested inspection.
on the plans and as required at the field inspection. PROPERTY LINE COVER SHEET SHEET 1 OF 2
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent MINOR SITE PLAN SHEET 2 OF 2 W co
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall public roadway via a construction entrance that is constructed and maintained in accordance with Section FLOW LINE - -- -
be minimum 6" diameter and conform to VDOT standard SB-1. 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected FENCELINE
by this project shall be maintained through construction. The Developer shall have, within the limits of the to
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion EXISTING POWER POLE Z
one litter receptacle shall be provided at the construction site. and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous W
basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING TELEPHONE PEDESTAL
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to p
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING WATERLINE W/ TEE-f----� v
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. T
condition at all times. PROPOSED WATERLINE W/ TEE Z C
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Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING FIRE HYDRANT O z
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict z
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, points. EXISTING WATER VALVE
and connections to existing lines. P"
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER W
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current during the course of construction shall be immediately brought to the attention of the engineer and VDOT. 0.
standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved PROPOSED REDUCER
by VDOT. Q
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the co
STOP SIGN
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT W
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PARKING INDICATOR
utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to 04
INDICATES THE NUMBER OF TYPICAL PARING SPACES Al2
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards (� o
result of his construction project within or contiguous to the existing right-of-way. and procedures. HANDICAP PARKING
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted VEHICLES PER DAY COUNT 100 Q
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within
development permits. plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS A.ND ORDINANCES. ANY DEVIATION
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH
19. The developer will be responsible for the relocation of any utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN PROJECT INFORMATION
20. These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected / r
P Y g P P V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as PROPOSED SANITARY LATERAL CLEANOUT'
in accordance with state law. In the event gravesites are discovered during construction, the owner and specified by VDOT. MARK D. MITH
engineer must be notified immediately. SANITARY MANHOLE IDENTIFIER 12 SITE LOCATION CLEARBROOK - HOPEWELL LANE "d N0,022837 11:V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet W
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT minimum design standards and is the responsibility of the developer. PARCEL IDENTIFICATION NO. 3' - ((A)) - 164I �,- 4
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. STORM DRAIN STRUCTURE IDENTIFIER O LOT AREA 4.72 AC. C• Cs
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be ZONAL
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the AREA TO BE DEVELOPED: 3,000 SF
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. EASEMENT LINE
CURRENT ZONING B-3
professional engineer and results submitted to Frederick County prior to pavement construction. If a CENTERLINE CURRENT USE NURSERY (550 SF) /TRAILER SALES (300 SF)
geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
start of construction. Copies of all invoices four materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION X7i5'4 PROPOSED USE NURSERY ONLY WITHIN ONE YEARS TIME
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of may be obscured. PROPOSED SPOT ELEVATION X35 SIGNS: NONE PROPOSED. FUTURE SIGNAGE MUST CONFOI�tM WITH THE
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in EXISTING TREE LINE �,� STANDARDS OF SECTION 165-30 OF THE FREDERIICK COUNTY
Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. ZONING ORDINANCE.
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road OUTDOOR LIGHTING: NONE PROPOSED. ANY FUTURE LIGHTING SHALL CONFORM TO
24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified SUR VEY AND TOPOGRAPHIC INFORMATION SEC. 165-35A OF THE FREDERICK COUNTY ZONINIG ORDINANCE.
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking ALL OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. stone depths, a VDOT representative shall be notified and given the opportunity to be present during the AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS.
Note: An lace within these plans statingGreenwayEngineering, shall represent Greenwayconstruction and testing of the density control strip. 1. Boundary survey was performed by:
Engineering, , Inc. Dated: OUTDOOR TRASH RECEPTACLES: NONE PROPOSED.
FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge T U
Specifications. Density shall be determined using the density control strip as specified in Section 315 and 2. Aerial horizontal and vertical control surveys were BUILDING SETBACKS: REQUIRED: FRONT: 50' PROPOSED: FRRONT: 54' i H
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be performed by: SIDE: 15' SIDE: 140' 0'
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the (Year) REAR: 35' ]REAR: 166' E_
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. PARKING: THE GREENHOUSE WILL NOT INCREASE EMPLOYMEINT; M �
3. Aerial topographic ma in performed b THEREFORE NO NEW PARKING IS PROPOSED.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger mapping p Y Q
Dated: WATER &SEWER: NO NEW INFRASTRUCTURE PROPOSED. 0
shall be explored below the bottom of the excavation to determine the type and condition of the foundation. Z
4. The contractor shall coordinate with, and arrange for inspection by, the Authority. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to < E-+
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, OWNERS CERTIFICATE w J ~
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation W a' �'
stabilization shall be determined by the engineer and approved by VDOT. The foregoing Site Plan of the land of W O
6. When an existing water main is tapped for the installation of a new line: Co H �
a) The Authority shall furnish all labor and material. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. MOBILE SHELTERS INC
b) The contractor must: is with the free consent and in accordance with the desires W C'3
1. make application and pay deposit V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified of the undersigned owners, properties and trustees if any. > C)
2. mark the tap location. by VDOT. _ O W Z
3. coordinate installation with the engineering -assistant. �--
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V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in U�' V GL _ ,� „� , , y D 3 2 I - ��'� � Q
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after �� DATE W
".`1'$.✓«` I' _�+�{CD
8. The Authority's maintenance department shall furnish and install all water meters through 2" in Size. grading is mostly complete. APPROVAL
It is the contractor's responsibility to have the meter box assembly installed correctly. ,
Before a permanent meter is installed: FIRE �IARSHALL S NOTE - _ 3 � '( O
a The meter box, with its frame and cover, must be properly aligned with the co ersetter. .�^ "
P P Y g PP r�
b) The frame and cover shall be set to final grade. Fire lane markings and signage: C 7 /1�1• z c9%� �� E--+
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed FRE ERICK COUNTY ZONING ADMINISTRATOR DATE
d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshall's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
9. For water and sewer services that connect to existing lines: TRIP GENERATION DATA Project Name: Project Number:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. 9
b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD HAS""'I� TOUCH 0135M
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) 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 shall furnish and install the meter vault assembly. The Authority will install the Magisterial District: Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals. STONEWALL MAGISTERIAL DISTRICT
DEC. 5, 2006
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: DEC. 5, 2006
18139 TRIANGLE,' PLAZA, SUITE 21
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTACTS MOBILE SHELTERS, INC. DUMFRIES, VA 22026
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a (540) 678-0700 SCALE: N/A
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read Water/ Frederick County Sanitation Authority Phone: Verizon
remotes are required. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
Winchester, VA. 22604
Baltimore, MD 21297 S TOUCH BERKELY SPRINIGS, WV 25411 3223 VIRGINIA (LINE RD. DESIGNED BY: EJG
12. FCSA to review the mechanical planMASTER
s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 (304) 258-9302
its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Power: Allegheny Power Gas: Shenandoah Gas Co. FILE NO. 0135M
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
HANDICAPPED PARKING NOTE Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL, LANE SHEET 1 OF 2
Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602
no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-41850 06-104
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qTE ROUTE 81 is
CURVE DATA INTERS WIDTH ATE
ACCESS RIW z
C 1 475.00' 121 65' 14'40'27" 61.16' S 65' I 1 '24 " W 121.32' VARIABLE
DB 282 PG 517 SF
C2 525.00' 272 08' 29'41 '37" 139.17' N 57'40'49" E 269.05'
x--_ X--'—�- - iii
C3 5649.58' 520 21 ' 05' 16 33" 260.29' N 35' 15 27" E 520.02' 228.24' X
N 37 53 44 E X X w LU
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{X X �-
E SF x X X X PROP ..._ "._ X �■
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NOTE: NO CiRApINC- 15 fi IROF05EU WITH TH15 PLAN.SF C\1
EX15TI G GRAVEL PARING LOT TO 5E PAVED AT C��'A��. G _..--- ---- x _� � �;� �� �,. 00
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ARK�N1 ►-� - ---
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t Rp PROP• G� P'4F 51G451,4
RAYMOND L. FISH, TFWSTEE
TM. 33 - ((A)) - 164
ZONED: 53
I
NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB k GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB do
GUTTER.
4. FOR USE WITH STABILIZED OPEN —GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
4� I 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
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e
A
p
.
This area may be concrete
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7' is
maintained.
EEFERENCE COMBINATION 6 3)RCURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201. 33
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE.
F.C. OR
E.P. SIGN (SEE DETAIL)
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
* 2% MAXIMUM SLOPE
IN ALL DIRECTIONS
* WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE,
DIMENSION SHALL BE 8' IN ACCORDANCE WITH
VUSBC MINIMUM REQUIREMENTS.
NOTE:
RAMP FOR HANDICAPPED MUST BE LOCATED
ADJACENT TO THE AISLE.
HANDICAPPED PARKING SPACE DETAIL
t.r Vl Y'J 116 V ILI I I U lV Ll1' tl "1L1 1. 1:11V
(WITH WIRE SUPPORT)
T. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIRE
SOURCE: Adapted from Installation of Stray and Fabric Filter Barriers for Sediment Control PLOR. 3.05-1
ON51TE TYPICAL PAVEMENT SECTION
NOT TO 3GALE
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50 15 0 30 60
56ALE: 1" = 50'
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MARK D. SMITH
No.02283^7
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DATE: DEC. 5, 2006
SCALE: 1" = 30'
DESIGNED BY: EJG
FILE NO. 0135M
SHEET 2 OF 2
06-104
GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP a
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 current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR -330 SCALE: 1" = 2000' z
County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and �■
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a EXISTING INDEX CONTOUR 330
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall PROPOSED CONTOUR 400 i
construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. EXISTING EDGE OF PAVEMENT EX E/P W
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
P z
Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED EDGE OF PAVEMENT PROP E / �°' � ; � �
LU
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EX C&G Z
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EXISTING CURB AND GUTTER
(VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in PROP C&G
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROPOSED CURB AND GUTTER
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
required under State law. TRANSITION FROM CG-6 TO CG-6R CG-6 0 CG-6R EW LL RD, W o
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic _ _ _�- c0 00
`n
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held signal poles, unction boxes, controllers, etc., owned b VDOT or private public utilit cam anies. It is the EXISTING TELEPHONE LINE
g P j Y P / P Y P
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict r
(VDOTVDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be PROPOSED TELEPHONE LINE w o
) g / P P with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from � � � .� � o�0 0
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to this responsibility. EXISTING STORM SEWER EX. 15 RCP .� cn N
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject PROP. 15" RCP
PP P pp P g y y y P y PROPOSED STORM SEWER
6. Ana roved set of Tans and all applicable permits must be available at the construction site. Also, a to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision x Cat co
shall be the responsibility of the developer.
representative of the developer must be available at all times. EXISTING SANITARY SEWER
I
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 land. use PROPOSED SANITARY SEWER
Control Devices (MUTCD). permits for any work within VDOT right-of-way. A
EXISTING ELECTRIC SERVICE
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 shall be arranged and held E�
embankment. by the engineer and/or developer with the attendance of the contractor, various County agencies, utility PROPOSED ELECTRIC SERVICE SHEET INDEX
companies and VDOT prior to initiation of work.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less EXISTING GAS LINE
rn W U3
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required PROPOSED GAS LINE N
ai �,
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated or requested inspection.
on the plans and as required at the field inspection. PROPERTY LINE COVER SHEET SHEET 1 OF 2
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent MINOR SITE PLAN SHEET 2 OF 2 W Co
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall public roadway via a construction entrance that is constructed and maintained in accordance with Section FLOW LINE -+- - -- - - w
be minimum 6" diameter and conform to VDOT standard SB-1. 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected FENCELINE
by this project shall be maintained through construction. The Developer shall have, within the limits of the _-- H
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion EXISTING POWER POLE z
one litter receptacle shall be provided at the construction site. and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous W
basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING TELEPHONE PEDESTAL a o
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. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end EXISTING WATERLINE W/ TEE
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. i T i Z z
condition at all times. PROPOSED WATERLINE W/ TEE
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum O Z
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1EXISTING FIRE HYDRANT Y)
4. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict D� r
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, points. EXISTING WATER VALVE T
and connections to existing lines. W P"
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered a
PROPOSED WATER METER W
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current during the course of construction shall be immediately brought to the attention of the engineer and VDOT. p,
standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved PROPOSED REDUCER Q
by VDOT. W
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the 5
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to PARIQNG INDICATOR
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards W
result of his construction project within or contiguous to the existing right-of-way. and procedures. HANDICAP PARIdNG
18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted VEHICLES PER DAY COUNT 100 Q
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within
development permits. plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION TH
19. The developer will be responsible for the relocation of any utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREET NAME SIGN
�, PROJECT INFORMATION r�
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as PROPOSED SANITARY LATERAL CLEANOUT
in accordance with state law. In the event ravesites are discovered during construction, the owner and
g g specified by VDOT. MARK D. MITH �
engineer must be notified immediately. SANITARY MANHOLE IDENTIFIER 12 SITE LOCATION CLEARBROOK -- HOPEWELL LANE '10 N0.022837 14:
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet `0W
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT minimum design standards and is the responsibility of the developer. PARCEL IDENTIFICATION NO. 3� _ - ((A)) - 164I A.A
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. STORM DRAIN STRUCTURE IDENTIFIER O LOT AREA 4.72 AC. cSs, Cs
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be AREA TO BE DEVELOPED 3,000 SF ZONAL
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the EASEMENT LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. CURRENT ZONING B-3
professional engineer and results submitted to Frederick County prior to pavement construction. If a CENTERLINE
geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the CURRENT USE NURSERY (550 SF) /TRAILER SALES (300 SF)
735.4
start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION XPROPOSED USE NURSERY ONLY WITHIN ONE YEARS TIME
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of may be obscured. PROPOSED SPOT ELEVATION X35 SIGNS: NONE PROPOSED. FUTURE SIGNAGE MUST CONFORM WITH THE
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY
Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate base and subbase materials shall be laced on subgrade b means of a mechanical spreader. EXISTING TREE LINE ���� �. - ZONING ORDINANCE.
Y Pp g YP g Y P
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road OUTDOOR LIGHTING: NONE PROPOSED. ANY FUTURE LIGHTING SHALL CONFORM TO
24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified SUR VEY AND TOPOGRAPHIC INFORMATION SEC. 165-35A OF THE FREDERICK COUNTY ZONING ORDINANCE.
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking ALL OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. stone depths, a VDOT representative shall be notified and given the opportunity to be present during the AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenwayconstruction and testing of the density control strip. 1. Boundary survey was performed by:
Engineering, , Inc. Dated: OUTDOOR TRASH RECEPTACLES: NONE PROPOSED.
FCSA CONSTRUCTION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge T
Specifications. Density shall be determined using the density control strip as specified in Section 315 and 2. Aerial, horizontal and vertical control surveys were BUILDING SETBACKS: REQUIRED: FRONT: 50' PROPOSED: FRONT: 54' i 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be performed by: SIDE: 15 SIDE: 140'
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the REAR: 35' REAR: 166' E..
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. (Year) PARKING: THE GREENHOUSE WILL NOT INCREASE EMPLOYMENT; >
Q >
3. Aerial topographic mapping performed by: THEREFORE NO NEW PARKING IS PROPOSED.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger Dated:
shall be explored below the bottom of the excavation to determine the type and condition of the foundation. WATER & SEWER: NO NEW INFRASTRUCTURE PROPOSED. 0 Z
4. The contractor shall coordinate with, and arrange for inspection by, the Authority. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to E-+ < E-+
placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-i. Where soft, yielding, OWNERS CERTIFICATE w F J �71
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation W IL W �D
6. When an existing water main is tapped for the installation of a new line:a)
stabilization shall be determined by the engineer and approved by VDOT. The foregoing Site Plan of the land of U) U1 [__, 0
a) The Authority shall furnish all labor and material. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. MOBILE SHELTERS INC 0" 0.
b) The contractor must: is with the free consent and in accordance with the desires W
1. make application and pay deposit V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified of the undersigned owners, properties and trustees if any. > U
2. mark the tap location. by VDOT. (� O W Z
3. coordinate installation with the engineering -assistant. - I U _
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in L IV G� _,may U3 -2 I - is ,MAL
accordance with VDOT
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. s installation criteria. Final approval of the guardrail layout to be given by VDOT after IV DATE _° -P ; U4V D Fm a Q
• °
grading is mostly complete. APPROVAL ;`��
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. W
It is the contractor's responsibility to have the meter box assembly installed correctly. FIRE MARSHALL'S NOTE � � O
44
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. 0
b) The frame and cover shall be set to final grade. Fire lane markings and signage:
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed FREDERICK COUNTY ZONING ADMINISTRATOR DATE U)
d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshall's Office. *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
9. For water and sewer services that connect to existing lines: YEARS FROM THE DATE OF PLANNING APPROVALTRIP GENERATION DATA Project Name: Project Number: The location of the service lateral is to be coordinated with the Authority's engineering assistant. 9
b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD YA S TER S TOUCH 0:135M
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) 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 shall furnish and install the meter vault assembly. The Authority will install the Magisterial District: Date of Plan:: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals. STONEWALL MAGISTERIAL DISTRICT
DEC. 5, 2006
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013. * T EN FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: DEC. 5, 2006
18139 TRIANGLE PLAZA, SUITE 21
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). UTILITY CONTACTS MOBILE SHELTERS, INC. DUMFRIES, VA 22026
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a (540) 678-0700 SCALE: N/A
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read Water/ Frederick County Sanitation Authority Phone: Verizon
remotes are required. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
Winchester, VA. 22604
Baltimore, MD 21297 S TOUCH BERKELY SPRINGS, WV 25411 3223 VIRGINIA LINE RD. DESIGNED BY: EJG
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 MASTER
its backflow prevention device, and/or 2) the fire service line's backflow prevention device. (304) 258-9302 FILE NO. 0135M
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
HANDICAPPED PARKING NOTE Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 2
Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602
no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 06-104
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CURVE DATA INTERSTATE
NT ERSWIDTH LIMITED ACCESS RIW
C1 475.00' 121 65' 14*40'27" 61.16' S 65'11'24" W 121.32' VARIABLE WIDTH
_ pg 282 PG 517
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C2 525. 00 272 08' 29'4137" 139.17' N 57'40'49" E 269,05' _ x _� x
228.24'
C3 5649.58' 520 21' 05'16'33" 260.29' N 35'1527" E 520.02' �
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NOTE: NO G�RADINCH 15 fi ROPOSED UJITIC TH15 FLAN.
PROP P EX. EU W CoEX15TI G GRAVEL FARKING LOT TO ICE f AVEID AT GRADE. — Oi X � � ,,;, e�w C I �
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RAYMOND L. FISH, TWSTEE
T.M. 33 - ((A)) - 164
ZONED: 53
e
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This area may be concrete
NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB do GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB do
GUTTER.
4. FOR USE WITH STABILIZED OPEN —GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7" is
maintained.
SPECIFICATION
COMBINATION 6 " CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE.
F.C. ER SIGN (SEE DETAIL)
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
*2% MAXIMUM SLOPE
IN ALL DIRECTIONS
* WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE,
DIMENSION SHALL BE 8' IN ACCORDANCE WITH
VUSBC MINIMUM REQUIREMENTS.
NOTE:
RAMP FOR HANDICAPPED MUST BE LOCATED
ADJACENT TO THE AISLE.
HANDICAPPED PARKING SPACE DETAIL
V V1 V 1J 111. VV 11 V1 v Vl' Zl 1JllJ1 1'1-'1v V1:1
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
Is—
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3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACXRLL AND COMPACT THE
FENCE AND EX1ENO IT INTO THE TRENCH. EXCAVATED SOIL
FLOIY G
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
U. WIRE
SOURCE: 6dapted from tnAtaliaUon of Stray and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
swvood 1 TIM
ONSITE TYFIG,AL PAVEMENT SECTION
NOT TO WALE
II"It�ll��i[_` tl"11�11.�11=`'II - - • _ - • -
30 15 0 50 60
SCALE: 1 = 30'
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MARK D. SMITH
No,O22837 L�-2IONAL
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DATE: DEC. 5, 2006
SCALE: 1" = 30'
DESIGNED BY: EJG
FILE NO. O135M
SHEET 2 OF 2
06-104