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f? / C /_1 A R O lf�. B O N /V / E G. !N Al E- T Z E" C_ THE PLANNING GOMM1951o14 PERMITTED
v A FREDUGTI oN 1 N •THE REG?U I U D SETP °A G K A LoN G
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USE : C VAANT
Vt.
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
V7•
Contractor shall notify the local VDOT Residency Office when work Is to begin or ease for
applicable. In the event of conflict between any of these standards, specifications or
any undetermined length of time. VDOT will also require 46 haws notice for any
Inepectlon.
plans, the most stringent shall govern.
Va.
The Contractor will be responsible for maintaining adequate access to the project tram the
V2.
All construction aholl comply with the latest U.S. Department of Labor Occupational
adjacent public roadway through construction and maintenance of a construction entrance
Safety k Health Administration and VOSH Rules k Regulationsl
In accordance with the Vir"io Erasion k Sediment Cal handbook. Sdc 3.02.
Furthermors, access to other properties affected by this project sholl be maintained
V3.
When working on VOOT right-of-way, all traffic control, whether permanent or tsmperwy,
through construction.
&hall be In accordance with the current edition of VDOrs work area protection manual.
Furthermore, all traffic control }loggers must be certified In accordance with VDOT's
January, 1994 (or latest edition of) Rood k Bridge Specifications, Section 104.04-C.
Y9•
Contractor shall ensure adequate drainage is achieved and maintained an the site daring
and at the end of construction.
V4.
Design features relating to construction or to regulation, control and safety of traffic may
be subject to change as deemed necessary by VDOT.
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 fe"wes.
V5.
Prior to Initiation of work. Contractor shall be responsible for acquiring oil necessary VOOT
loud use permits for any work on VDOT right-of-way.
V11.
Any unusual subsurface conditions encountered during the course of senetruotien ehsu u•
Immediately brought to the attention of the engineer and VDOT. Work shall aeons in that
V6.
If required by the local VDOT Residency Office, a preconstructlon conference mot be
vicinity until on adequate design can be determined by the anginow and approved by VDO(
arranged and hold by the engineer and/or developer with the attendance of the
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inalpd6tor
contractor, various County agencies, utility companies and VDOT prior to initiation of work
prior to placement of fill.
V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer tranahes shop
be compacted in 6' lifts to 95X of theoretical maximum density as determined by
AASHTO T-99 Method A. within plus or minus 2X of optimum moisture for the tuft width
of any dedicated street right-of-way. At the direction of VIEW Inspector d"ty teets
performed by a qualified Independent agency shall be conducted as required in fife VDOT
Road and Bridge Specifications. A copy of all toots shall be submitted to VDOT prior to
final VDOT approval.
VI 4. VOOT Standard CD and UD undardroins shall be Installed where indicated on those pler►s
and further where determined necessary by VDOT Inspector.
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
shall moot VDOT minimum design standards and Is the developer's reeponeibitity,
V16. If required by the local VDOT Residency Office, copies of all invoices for material 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 obseured.
V17. Prior to acceptance by VOOT of any streets, any required street slgnage and/or pewment
markings must be Installed by the developer or, at VDOT'* discretion. by VOOT an an
account receivable basis.
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'1 Nr;;L. SI•TIE PLAN
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USE : VACANT
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
V7.
Contractor shall notify the local VOOT Residency Office when work Is to begin or see" for
applicable. In the event of conflict between any of these standards, sp•cificatiarhr or
any undetermined length of time. VDOT will also require 4/f hours notice• for any
Inspection.
plans, the most stringent shall govern.
Va.
The Contractor will be responsible for maintaining adequate access to the project from the
V2.
All construction shall comply with the latest U.S. Department of Labor Occupatianal
adjacent public roadway through construction and maintenance of a construction entrance
Safety & Hoolth Administration and VOSH Rules k Regulations)
In accordance with the Virginia Erosion & Sediment Central Han bock Sec 3.02
Furthermore, access to other properties affected by this project shoU be maintained
VJ.
When working on VDOT right—of—way, oil traffic control, whether permanent of temporary,
through construction.
shall be In accordance with the current edition of VDOT's work area protection manual.
Furthermore, all traffic control flogger@ must be certified In accordance with VDOT's
January, 1994 (or latest edition of) Road k Bridge Specifications, Section 104.04-C.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the sits during
and at the and of construction.
V4.
Design features relating to construction or to regulation, control and safely of traffic may
be subject to change as deemed necessary by VDOT.
Vl0.
All water and sewer lines within existing or proposed VDOT right-of-way ore to have
minimum 34' cover and, when pe"Ible, to be Installer anew roadway dremia" faeWNeo.
V6.
Prior to Initiation of work. Contractor shall be responsible for acquiring all nocoeawy WOT
land use permits for any work an VDOT right—of—way.
Vtl.
Any unusual wo Lk.beurfa•• o•nritl•nr encountered during the Dourof aenrtruat,en soak .
Immediately brought to the attention of the "Inner and VOOT. Work shall aerie in that
V6.
If required by the local VDOT Residency Office, a preconstruction conference must tea
vicinity until on adequate design can be determined by the engineer and approved by VUUI
arranged and hold by the engineer and/or developer with the attendance of the
V12.
All undercut areas and borrow material shall be inspected and approved by VOOT Inspector
.- r . I ,,!� (`l5�.1 ",!� d-�w�cfrs, 1.I111ty 'Or1lkimca unJ NIJJI 1.(140( to elluouaii of warp
prior to placement of till.
V13. All roadway fill, bass, subsurface material and backfill of utility/storm sewer trench" ehal
be compacted in V lifts to 95X of theoretical maximum density as determined by
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the hip width
of any dedicated street right-of-way. At the direction of VOOT Inspector denalty tests
performed by a qualified independent agency shall be conducted as required in the VOOT
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 underdroins shall be Installed where Indicated an these plans
and further where determined necessary by VOOT 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 devoloper's responsibility.
V16. If roquirod by the local VDOT Residency Office, cool" of all invoices ter moWrk" witlhip
any dedWat id street right-of-way must be provided to the VOOT Inapeoter prier b
ep sestenes of we& Unit end total prlo" may be obscured.
V17. Prior to acceptance by VDOT of any streets, any required street signags and/or pavernont
markings must be Installed by the developer or, at VDOl's discretion, by VDOT an an
u,.cuuot receivable basis.
91 dN
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1 T t= PI -A N VA !.-I D F=c_>R- F 1 V >_ S> `(EA IDS
r PLANNING PJo'(� FRS [ tTe g-r -APPf�VA L._
THE PLANNING GoMM1R "IC>N PEMITTED
R A EDUGTI oN I N TH E IZ•EG?U I Re D SETPSA G le -A LoN G
THE EASTE
RN PP-c-MR-TY LINE AS ALL-OWeD 13`( GJ I _T p A f4
SEGTIaN I�
1(or, - 5BI3 (I) of THE FDER-1GK
coUNTY ZoN1NG vRANA NGE ON MAY 1, 1'J'24o FLo rO SE C� I?SU I I—i71 N G
-3 R
THIEDUG71oN 15 Cc;H7INGENT UPoN -TH6 Ap�l-rWW
APPLICANT RECEIVING WFz17TEN VEP-IFI6A7ia-:;1N oN THE PPLe--PF_rz7`( of
of THIS ACTId:-N e)Y THE R10 A1NING PF'R &PPeTY
oWNE.r�-5 ?Hd+T AIZE IMP.9GTED jbY 7H15
F LE Pt.l CeP '5E TbAG4_,'
# Z7-1 SA N 17 MINE F-oA 17
PATE
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j MARK D. SMITH
No. 022837'
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P=F-EPEFz••IGK C-oUNTY, \/I+zGINIA
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