HomeMy WebLinkAbout88-05 Fish Properties - Modular Office - Stonewall - BackfileGENERAL NOTES (ALL MAY NOT APPLY,
1) All areas not built or paved upon shall be landscaped.
2) All dimensions shown on these plans are to the face of the building, face of curb or the edge of the pavement unless
otherwise referenced.
3) Erosion and sediment control measures shall be maintained continuously, relocated when and as necessary and shall be
checked after every rainfall. Seeded areas shall be checked. regularly and shall be watered, fertilized, reseeded and mulched
as necessary to obtain a dense stand of grass.
4) Any drain inlets shall be protected from siltation. Ineffective protection devices shall be replaced and the inlet cleaned.
Flushing is not an acceptable means of cleaning.
5) The location of existing utilities as shown is approximate only. The contractor is responsible for locating all public or
private utilities which lie in or adjacent to the construction site. The contractor shall be responsible for the repair, at his or
her expense, of all existing utilities damaged during construction. Forty—eight hours prior to any excavation the contractor
shall call MISS UTILITY at (800) 552-7001.
6) All materials used for fill or back fill shall be free of wood, roots, rocks, boulders or any other noncompactable soil type
materials. Unsatisfactory materials also. include manmade fills and refuse debris derived from any source.
7) Materials used to construct embankments for any purpose, back fill around drainage structures in utility trenches or any
other depression requiring fill or back fill shall be compacted to 9570 of maximum density as determined by the standard
proctor test as set forth in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back
filling, submit the results of the proctor test together with a certification that the soil tested is representative of the
materials to be used on the project. The tests shall be conducted by a certified materials testing laboratory and ,the
certifications made by a licensed professional engineer representing the laboratory.
8) Embankment fill and back fill shall be placed in lifts at a maximum uncompacted depth of 8—inches and 6—inches,
respectively.
9) All excavation, including trenches, shall be kept dry to protect the integrity of the subsoil.
10) Traffic control on public streets shall be in conformance with the Manual Of Uniform Traffic Control Devices and as
further directed by the governing inspectors.
11) Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities
in drawings or specifications shall be immediately reported to the engineer, in writing, who shall promptly address such
problems. Work done by the contractor after his or her discovery of such discrepancies, inconsistencies, or ambiguities shall
be done at the contractor's risk.
12) The owner shall provide the bond for and be the responsible party on the earth disturbing permit.
13) n(y In:vectors have full authority to reject fill or back fill materials, require undercutting or sub —grade stabilization,
require provisions for sub —drainage, or require other measures which affect the integrity of road and utility construction.
Failure to comply with inspectors directives will be cause for non —acceptance of the facility.
14) Satisfoctoiy materials for use as fill for public streets and parking lot include materials classified in ASTM p-2487 as
GW. GP. GM. GC. SW. SP. SM, SC. ML. and CL groups. The moisture content shall be controlled within plus or minus 290 of
the optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D--2487 as PT.
CH. MH. OL. C) and any soil too wet to facilitate compaction. CH and MH soils may be used subject to approval of the
County Engine,- . Soils shall have a minimum dry density of 921b/cf per ASTM D-698 and shall have a plasticity index less
that 1 Z
15) The requirement for the placement of CG-12s at site entrance is at the discretion of VDOT. Contractor is to coordinate
with VDOT Inspector/Engineer to this regard.
VDOT GENERAL NOTES
Vl. All work on this project shall conform to the latest revision,, of the Virginia Department of Transportation (VDOT)
Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regc!o ons, and any other
applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or
Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Sdfe+y, and Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations: i
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 f/aggers must be
certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
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/public utility companies. It Is the .role responsibility of the
developer to locate and identify utility facilities or items that moy be in conflict with the proposed construction activity.
VDOT approval of these plans does not indemnify the developer from 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 shall be the
responsibility of the developer,'
V6. Prior to initiation of worl, the contractor shall be responsible for acquiring all necessary VDOT land use permits for
any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, A pre -construction conference shall 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 requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V9. The contractor shall be `,responsible for maintaining adequate access to the project from the adjacent public
roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia
Erosion and Sediment Control Handbook. 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
Virginia Department . of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion
and siltation control devices And measures on a continuous basis or proper installation and cperation. Deficiencies shall
be promptly rectified.
V10., Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
V11. All water and sewer lines within the existing or proposed VDOT right-of-way shall have a minimum thirty-six (36)
inches cover and when possible shall be installed under roadway drainage facilities at conflict Mints.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, cave::, etc.) 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 VLOT.e c
V13 All fill areas, borrow materials, 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
obtoined 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 to be accepted by t DOT and that testing shall
be in accordance with all applicab/e VDOT standards and procedures.
V14. All roadway fill, base sub -grade material, and backfill in utility/storm sewer trenches shall. be compacted in six
(6) , inch lifts to 959' of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 29
of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests
shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified
copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CO and UD underdroins shall be installed where indicated on these plans and/or as specified by
VDOT.
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.
VIZ Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed
by the developer or, at VDOT s discretion, by VDOT Residency Office prior to the start of construction. Copies of all
invoices for materials utilized within any dedicated street right-of-way must be provided to Me local VDOT Residency
Office prior to acceptance of the work. Unit and total prices may be obscured.
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 for materials utilized within any dedicated street right -of- way must be provided to
the local Residency Office prier to the acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and sub -base materials shall be placed on sub -grade by means of a mechanical spreader.
Density will be determined using the, density control strip in accordance with Section 304 of the VDOT Road and Bridge
Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports
'hall be submitted to VDOT daily, unless specified otherwise. In addition 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 pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Specifications. Density shall tl�, determined using the density control strip as specified in Section 315 and VTM-76. A
certified compaction technicidn shall perform these tests. Certified copies of , these reports sholl..be submitted to VDOT
daily, unless specified otherwise. A VDOT representative shall be notified and be given the opportunity to be present
during the construction and :testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be
explored below the bottom itthe the excavation to determine the type and condition of the foundation. The contractor shall
report findings of foundation.;.to the engineer and to VDOT for approval prior to placing pipe. Foundation designs shall
comply with VDOT Road and Bridge Standard P6-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and
approved by VDOT.
V22. Approval of these plan'' shall expire three (3) years from the date of the approval letter.
V23. VDOT Standard CG-12. Curb Ramps shall be installed
where indicated on these plans and/or as specified by VDOT.
V24 VDOT Standard Guardrail: shall be installed where warranted and/or as proposed on these plans in accordance with
VDOT s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
D)
4
2400 GAINESBORO
�0 i STONEWALL DISTRICT
LOT AREA:
CURRENT ZONING:
BUILDING SETBACK REOUIREMENTS
INTERSTATE 81 FRONT:
ROUTE 672 FRONT::
LEFT:
CURRENT USE:
PROPOSED USE:
SIGNS:
14 1111 4 O13 CIXlffuf_1
VICINITYMAP
1 "q- 000'
ZONE B2 - 3.52 AC.
ZONE B3 - 10.03 AC.
B2 & B3
so,
35'
0
MOTOR VEHICLE SALES, RETAIi
SALES, & MOBILE HOME SALES
PROFESSIONAL OFFICE (NEW
STRUCTURE ONLY)
NO NEW SIGNS PROPOSED.
MUST CONFORM WITH SEC 701
165-30 OF FRED. CO. CODE
NONE PROPOSED
PARKING CALCULATIONS
840 SF PROPOSED BUILDING
REQUIRED:
PROFESSIONAL' OFFICE (1/200) = 840/200 = 4.2
PROVIDED 5 (1 ADA)
DESCRIPTION:
THE SITE IMPROVEMENTS ARE FOR THE INSTALLATION OF 1
PREMANUFACTURED BUILDING FOR A NEW PROFESSIONAL OFFICE BUILDING.
THE NEW BUILDING WILL BE LOCATED BETWEEN THE HOPEWELL ROAD AND
THE EXISTING ACCESS ROAD, ADJACENT TO THE FA/RMAN PROPERTY. NO
NEW WATER AND SEWER PROPOSED (EXISTING FACIL171ES WILL BE UTILIZED).
A NEW ASPHALT PARKING AREA AND TRAVELWAY WILL BE UTILIZED. 5 NEW
PARKING SPACES (1 ADA) 1S PROPOSED. .
NO STORMWATER MANAGEMENT FACIL/TES ARE PROPOSED. AREA OF
DISTURBANCE /S LESS THAN 10,000 SF
DR. RAYMOND FISH
540-667-1454
ENGINEERING FIRM.
ARTZ do ASSOCIATES, PLC (540) . 667-3233
ZONING ENFORCEMENT -
DEPARTMENT OF PLANNING (540) 665-5651
SITE INSPECTIONS:
DEPARTMENT OF INSPECTIONS (540) 665-5650
EROSION AND SEDIMENT CONTROL:
DEPARTMENT OF PUBLIC WORKS (540) 665-5643
TELEPHONE. VER/ZOV (3O1) 954-•6282
ELECTRIC: ALLEGHENY POWER (800) 654-3317
GAS: SHENANDOAH GAS COMPANY (540) 869-1111
MISS UTILITY- 1-800-257-7777
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SITE INFORMATION:
ADDRESS: 117 HOPEWELL LANE
TM #33—A-164G
INSTRUMENT #030000053
ZONED: B2 & B3
OWNER
FISH U lf_! u lea u DES, L.L.C.
ID-2619 APPLE PIE RIDGE ROAD
WINCHESTER, VA 22603
CONTRACT PURCHASER/DEVELOPER
FISH PROPERTIES, L.L.C.
2619 APPLE PIE RIDGE ROAD
WINCHESTER, VA 22603
(540) 9540-667-1454
0
SEAL AND SIGNATURE
000440
PLT H OF
v MICHAEL M. ARTZ
No. 151
suRVE'�o� �
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION:
EXP. DATE
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
FREDE,RIICK CO TY PLAN G DEPARTMENT APPROVAL
ZONING ADMINISTRATOR DATE
THIS SITE PLAN IS' VALID FOR (5) FIVE
YEARS FROM THIS DATE OF APPROVAL
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Artz and Associates, PLC
A Subsidiary of Valley Enrineering, PLC
LAND SURVEYING LAND PLANNING DEVELOPMENT
16 East Piccadilly Street
WINCHESTER, VA 22601-4740
TEL 540-667-3233 FAX 540-667-9188
TOLL FRI! 1-800-755-7320
JUNE 20, 2005
PROJECT #21012
SHEET 1 OF 2
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GENERAL NOTES ALL MAY NOT APPLY 2 Pt9. N
i � VDOT GENERAL NO���tES 5
1240 /
4 122q I
°
1) All areas not built or paved upon shall be landscaped. V1. All work on this project shall conform to the latest revir,`Jns of the Virginia CA;oartmen.l of Transportation (VDOT) 12 iQ s 122 121 W E
Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Rer. -ration, and any other 1
2) All dimensions shown on these plans are to the face of the building, face of curb or the edge of the pavement unless applicable state, federal or local regulations. In case of a discrepancy or conflict between Cis Standards or 13 2 1148 119 ,� 22 - 32
otherwise referenced. Specifications and Regulations, the most stringent shall govern. 14 114AFO
�� J
1 Rt. 672 11719 117 A p S
3) Erosion and sediment control measures shall be maintained continuously, relocated when and as necessary and shall be V2. All construction shall comply with the latest U.S. Department of Labor, p y 6 ~ Occupational Safety and Health ' 5 , �ITE
checked after every rainfall. Seeded areas shall be checked regularly and shall be watered, fertilized, reseeded and mulched Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
as necessary to obtain a dense stand of grass. 1 w Weer. s.a. . 146 (/)
116B.OSee 140 Rt. 72 Z
V3. When working on VDOT right-of-way, olI traffic control, whether permanent or temporarj shall be in accordance 1 76 -tea-"e „gp,� °ery� to m R� O
Flushing
Any drain inlets shall be protected from siltation. Ineffective protection devices shall be replaced and the inlet cleaned. with the current edition of V00T'S Work Area Protection Manual. Furthermore, all traffic control f/oggers must be 72 164A - B',. 149
Flushing is not an acceptable means of cleaning. 24 146
woaninplan
certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. o see 148
5) The location of existing utilities as shown is approximate only. The contractor is responsible for locating all public or
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles,
private utilities which lie in or adjacent to the construction site. The contractor shall be responsible for the repair, at his or
her expense, of al/ existing utilities damaged during construction. Forty-eight hours prior to any excavation the contractor junction boxes, controllers, etc., owned by VDOT or private/public utility companies. It is the sole responsibility of the O w 164E 162B °
shall call MISS UTILITY at (800) 552-7001. developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. cyeo�mok s� 396-62
VOOT approval of these plans does not Indemnif the developer from this responsibility.
PP y P
6) All materials used for fill or back fill shall be free of wood, roots, rocks, boulders or any other noncompoctab/e soil type $o " 334 699 164 4yP
materials. Unsatisfactory materials also. include manmade fills and refuse debris derived from any source. V5. Design features relating to field construction, regulations, and contra/ or safety of trofflo may be subject to change 28 164D
as deemed necessary by VDOT, Any additional expense incurred as a result of any field reviaion shall be the �o 71 165 J.
responsibility of the developer.
7) Materials u:�ed to construct embankments for any purpose, back fill around drainage structures in utility trenches or any DD
��,. �D �� ��
other depression requiring fill or back fill shall be compacted to 9590 of maximum density as determined by the standard 0 Z'
proctor test as set forth in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for
filling, submit the results of the proctor test together with a certification that the soil tested is representative of the any work within VDOT right-of-woy. Q� Q
materials to be used on the project. The tests shall be conducted by a certified materials testing laboratory and .the 44
certifications made b a licensed professional engineer representing the laboratory. V7. If required by the local VDOT Residency Office, A pre -construction conference shall be arranged and held by the GAINESBORO
y P 9 P 9 rY zaoo
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT oo , STONEWALL DISTRICT
8) Embankment fill and back fill shall be placed in lifts 'at a maximum uncompacted depth of 8-inches and 6-inches, prior to initiation of work. S E C Ta`ti 1
respectively. !r'
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined �
9) All excavation, including trenches, shall be kept dry to protect the integrity of the subsoil. length of time. VDOT requires and shall receive 48 hours. advance notice prior to any required or requested inspection. �__ ____ _�___ __._,..� ��;Y,, _,W. __,__,_,,,� ,__,y �, _ •, ;;., ";._�,� _:.L_ t��;r W a. - -
10) Traffic control on public streets shall be in conformance with the Manual Of Uniform Traffic Control Devices and as V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public VICINITY MAP
roadway via a construction entrance that is constructed and maintained in accordance with 5'ection 3.02 of the irr rued " '
further directed by the governing inspectors. � y 9� � � = � QQQ
Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be
11) Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities maintained through construction. The Developer shall have, within the limits of the project, on employee certified by the PROJECT bA ETA
in drawings or specifications shall be immediately reported to the engineer, in writing, who shall promptly address such Wrginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion PROJECT:
problems. Work done by the contractor after his or her discovery of such discrepancies, inconsistencies, or ambiguities shall and siltation control devices and measures on a continuous basis or proper installation and operation. Deficiencies shall LOT AREA: ZONE B2 = 3.52 AC.
be done at the contractor's risk. be promptly rectified. ZONE B3 - 10.03 AC. o D o
CURRENT ZONING: 82 & 83
12) The owner shall provide the bond for and be the responsible party on the earth disturbing permit. 11110. Contractor shall ensure` adequate drainage is achieved and maintained on the site during and at the end of BUILDING SETBACK REQUIREMENTS
construction.
� �
13) County Inspectors have full authority to reject fill or back fill materials, require undercutting or sub -grade stabilization, INTERSTATE 81 FRONT: 50LOLOCO
ROUTE 672 FRONT:: 35'
require provisions for sub -drainage, or require other measures which affect the integrity of road and utility construction. V11. All water and sewer lines within the existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) LEFT: 0
Failure to comply with inspectors directives will be cause for non -acceptance of the facility. inches cover and when possible shall be installed under roadway drainage facilities at conflict points. SITE INFORMATION:
14) Satisfactory materials for use as fill for public streets and parking lot include materials classified in ASTM D-2487 os V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during CURRENT USE: MOTOR VEHICLE SALES, RETAIL ADDRESS: 117 HOPEWELL LANE
GW, GP, GM. GC. SW, SP. SM. SC. ML, and CL groups. The moisture content shall be controlled within plus or minus 290 of the course of construction shall be immediately brought to • the attention of the engineer and V00T. Work shall cease in SALES, & MOBILE HOME SALES TM #33-A-164G
the optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT. that vicinity until an adequate; design can be determined by the engineer and approved by VDOT.e c PROPOSED USE: PROFESSIONAL OFFICE (NEW INSTRUMENT #030000053
CH. MR OL. ()H and any soil too wet to facilitate compaction. CH and MH soils may be used subject to approval of the STRUCTURE ONLY
County Engine r. Soils shall have a minimum dry density of 92lb/cf per ASTM D-698 and shall hove v plasticity index less V13 A# fill areas, borrow materials, and undercut areas shall be inspected and approved by a VDOT representative SIGNS: NO NEW SIGNS PROPOSED. ZONED: B2 & B3
that 1 Z prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample MUST CONFORM WITH SECTION
obtained is representative 'of ,the location. When soil samples are submitted to private laboratories for testing, the 165-30 OF FRED. CO. CODE
15) The requirement for the placement of CG-12s at site entrance is at the discretion of VDOT, Contractor is to coordinate samples shall be clearly identified and labeled as belonging to a project to be accepted by 11DOT and that testing shall OUTDOOR UGH71MG: NONE PROPOSED
with VDOT Inspector/Engineer to this regard. be in accordance with all applicable VDOT standards and procedures. OWNER
V14. All roadway fill, base sub -grade material, and backfill in utility/storm sewer trenches shall be compacted in six ���'� pQ�pC QTIES L.L.C.
(6) inch lifts to 959 of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 29 PAROLING CALCULATIONSS619 APPLE PIE RIDGE ROAD
of optimum moisture for the full width of any dedicated street riyhtiwof--way. At the directicr.:.:af VDOT density tests
shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified WINCHESTER, VA 22603
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 840 SF PROPOSED BUILDING
REQUIRED:
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on theses plans and/or as specified by PROFESSIONAL' OFFICE (1/200) = 840/260 = 4.2
VDOT. PROVIDED 5 (1 ADA)
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
CONTRACT PURCHASER/DEVELOPER
minimum design standards and is the responsibility of the developer. ���� n WPERTIESo L.L.C.
o
I�J
V1Z Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed DESCRIPTION: 2619��''A(^P{PLE PALE RIDGE ROAD o
by the developer or, at VDOT s discretion, by VDOT Residency Office prior to the start of construction. Copies of oil
invoices for materials utilized within any dedicated street right-of-way must be provided to t'he local VDOT Residency THE SITE IMPROVEMENTS ARE FOR THE INSTALLATION OF 1 WINCHESTER, VA 22603
Office prior to acceptance of the work. Unit and total prices may be obscured.
PREMANUFACTURED BUILDING FOR A NEW PROFESSIONAL OFFICE BUILoING. (540) 9540-667-1454 0
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of THE NEW BUILDING WILL BE LOCATED BETWEEN THE HOPEWELL ROAD AND
construction. Copies of all invoices for materials utilized within any dedicated street fight -of -way must be provided to THE EXIS71NG ACCESS ROAD, ADJACENT TO THE FA/RMAN PROPERTY. NO SEAL AND SIGNATURE c'NEW WATER AND SEWER PROPOSED (EXISTING FACILl11ES WILL BE UTILIZED).n
the loco/ Residency Office prior to the acceptance of the work. Unit and total prices may be obscured. Q v
A NEW ASPHALT PARKING AREA AND TRAVELWAY WILL BE UTILIZED. 5 NEW
V19. Aggregate base and sub -base materials shall be placed on sub -grade by means of a mechanical spreader. PARKING SPACES (1 ADA) IS PROPOSED. ����,� H OF p�
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge
Specifications and V7M-10. A certified compaction technician shall perform these tests. Certified cop/es of test reports NO STORMWATER MANAGEMENT FAC1LITES ARE PROPOSED. AREA OF o Z
shall be submitted to V00T oddity, unless specified otherwise. In addition to checking stone depths, a V00T representative DISTURBANCE /S LESS THAN 10,000 SF. MICHAEL M. ARTZ p
shall be notified and given the opportunity to be present during the construction and testing of the density control strip. No. 151 � a
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge ko
0 S � z
Specifications. Density shall be determined using the density control strip as specified in Section 315 and V7M-76. A ��N � � L
U Q O
certified compaction technician shall perform these tests. Certified copies of these reports shall be submitted to VDOT ® SUR-40)' (� Bg %J
daily, unless specified otherwise. A VDOT representative shall be notified and be given the opportunity to be present
during the construction and testing of the control strip. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF � Z
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be
FREDERICK STANDARDS AND . ANY DEVIATION �o
explored below the bottom if Lu
the excavation to determine the type and condition of the foundation. The contractor shall OR CHANGE IN THESE PLANS SHALL BE APPROVED BY �
report findings of foundation to the engineer and to VDOT . for approval prior to placing pipe. Foundation designs. shall THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
comply with VDOT Road and ,ridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is
encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and RESPONSIBLE LE LAND bISTUQ p EQ
approved by VDOT,
V22. Approval of these plans shall expire three (3) years from the date of the approval letter. �� " NA A E: Q (j
� v� �
V23 CONTACT NUMBERS ERS VDOT Standard CG-.12: Curb Romps shell be Installed (CERTIFICATION
where indicated on these plans and/or as specified by VDOT. DR. RAYMOND FISH
540-667-1454
V24 VDOT Standard Guardrail shall be installed where warranted and/or as proposed on the,;e plans in accordance with EXP. DATE
VDOT's installation criteria. F7d9a/ approval of the guardrail layout to be given by VDOT after grading is mostly complete. ENGINEERING FIRM.
ARrz & ASSOCIATES, PLC (540) 667-3233 THE RESPONSIBLE LAND DISTURBER
ZONING ENFORCEMENT- IS THAT PARTY RESPONSIBLE FOR
DEPARTMENT OF PLANNING (540) 665-5651 CARRYING OUT THE LAND DISTURBING
SITE INSPECTIONS:
ACTIVITY AS SET FORTH IN THE PLANS. Artz and Associates, PLC
A Subsidiary of Valley BnpineerInP.. PLC
DEPARTMENT OF INSPECTIONS (540) 665-5650 LAND SURVEYING LAND PLANNING DEVELOPMENT
16 East Piccadilly Street
FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL WINCHESTER, �a FAX
54 -667
EROSION AND SEDIMENT CONTROL: TEL 540-667-3233 FAX 540-667-9188
TOLL FREE 1-600-755-7320
DEPARTMENT OF PUBLIC WORKS (540) 665-5643
TELEPHONE. VER/ZON (301) 954-6282
JUNE 20, 2005
ELECTRIC: ALLEGHENY POWER (800) 654-3317 ZONING ADMINISTRATOR DATE
GAS: SHENANDOAH GAS COMPANY (540) 869-1111 THIS SITE PLAN IS VALID FOR O 5 FIVE PROJECT #21012
MISS UTILITY- 1-800-257-7777 YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 2
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