HomeMy WebLinkAbout44-01 Davenport Insulation, Inc. (warehouse addition) - Gainesboro - Backfile (2)SO
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AS THE DISTURBED AREA IS LESS THAN 10,000 S.F. AN
EROSION AN SEDIMENT CONTROL PLAN IS NOT REQUIRED
:.'''• h, TRIP GENERATION:
~~� t--•~ EX FIRE HYDR
"1,�, `" 014 THE ITE TRIP GENERATION MANUAL,6TH ED. ESTIMATES
THE EXISTING SITE GENERATES 62 TPD. THE ADDITIONAL
Ir
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� • I;MfEntIMMG£ !? 01
0'� ' >�-• ' •t:�, f `�ti° ` �o� / WAREHOUSE AREA WILL INCREASE TRIPS BY 18 RESULTING
1 / /--�\, 1 �, RIM= 715 44
�, �� r • 1 INV. IN=7o7.94 IN A TOTAL SITE GENERATION OF 80 TPD.
t >1 I# V. OUT= 707.84
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NOTES:
1. Boundary information hereon is based on an
actual field run survey made on September 27. 1996.
2. Vertical datum is based on USC+GS mean sea level.
Topography shown hereon is based on a field run survey
made on September 27, 1996.
3. The exact location of underground utilities could not be
verified at the time of survey.
It"A 5' front yard setback variance was granted by the f
Board of Zoning Appeals on July 16, 1996 (BZA-10-96)
for the building entrance.
5. No signs or outdoor lighting proposed.
6. No pole mounted light fixtures are proposed.
7. No steep slopes, woodlands, flood plans, wetlands,
sink holes, or other environment features will be disturbed.
8. Disturbed area is less than 10,000 sq. ft.
9. Utility extensions required for the proposed
warehouse will be extended from the existing
facility.
IO.Existing VDOT entrances to remain. No work is
proposed in VDOT right-of-way.
11. Building shall comply with The Virginia Uniform Statewide
Building Code and section 311, use group S (Storage) of
the BOCA National Building Code/1996. Other code that
li i 1 1- Accessible I in applies s Cabo A 1 7. 92 Access b e and Usable Buildings
and facilities.
12. Section 11 10.2.1 Exception # 1 (The ADA 20% rule for
additions and renovations) shall apply in Chapter 11 of
BOCA. Also note the requirements in Chapter 17 of BOCA
for special inspection requirements for this type of stucture.
ON �21 t1,i191
EX. FIRE HYDRANT
1`3261
11,3; y21
r.i
�cCli, 11'A? \ IRS INV = 705. 73
�;�' \a�h1. 11,ACl WP ,'d;.,\ INV.-705.63
q1 RIM= 713.48 pl lh tie . y �Z\' � � r� � " ' ' ` 11,'S $ i � �'`1 try,3�hl /•
INV.=705 89
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SITE DEVELOPMENT SUMMARY 11� �1�. , �ti�yT ,, F; f °�, ,� ,Pa
e� a
TAX MAP ID 43-19-10 •-- � �,° � ,�� / �,�`i �0 1�°`,� �1 ,,�961 Q �!/
ADDRESS 240 LENOIR DRIVE. \ ti� Q`Q o �'� /' Q` '0
IP
MAGISTERIAL DISTRICT � 5$AR60� >, J �� `1 `' �>> " 11,,E , MBD Q 1951
d �� f
EXISTING LOT AREA ACRES \ 11z 5z� �' ��° `�a6 I� `� 11,��, Y, r i, ; 1 �, iEz \. x 1t15o1
ZONING
MIN. SETBACKS REQUIRED: N�°°a��
FRONT 75'
SIDE 25' IP
0 CG.
REAR 25'
EX. WAREHOUSE FLOOR AREA 6836 SO. FT.
EX. OFFICE 2131 SO. FT. `1'3
cr � �X �1h1 ,
TOTAL EX. BUILDING AREA 8967 SQ. FT. � Rs 11,a9>>
NO. WAREHOUSE EMPLOYEES SPACES .T�
WAREHOUSE PARKING REQ D 20 L �, BENC MARK
OFFICE PARKING REO'D 8.5 (@1 /250 SQ. FT.) RR IKE IN
TOTAL PARKING REQ'D 5 SPACES Po R POLE IPF
EXISTING PARKING (00
SPACES E�711.64
PROPOSED BUILDING ADDITION AREA SO. FT,
PROPOSED TOTAL BUILDING AREA 11,467 SO, FT.
PROPOSED FAR 0.11
PROPOSED PAVEMENT AREA 83 SO. FT. LA
to
HANDICAPPED SPACES REQUIRED 2 SPACES
HANDICAPPED SPIES PROVIDED 2J SPACES
LOADING SPACES REQUIRED 2
WADING SPACES PROVIDED 2 1',;6��
OWf FER LOP
OPEN SPACE REQUIRED 47,336 SO. FT. DAVENPORT INSULATION, INC
OPEN SPACE PROVIDED 155,269 SO. FT. P
' 240 LENOIR DRIVE va I H 0 F
`�(5TURBED AREA 0.3 AC. WINCHESTER, VIRGINIA 22603`
GR,4�°H/CSCW F 540-667-0109
0 30 60 ------
THE ADDITIONAL WAREHOUSE SPACE PROPOSED WILL NOT RESULT IN 0RonCEaid I MITE NO.sky, Jr.
CERTIFICATE N0.
ADDITIONAL WAREHOUSE EMPLOYEES. EX. PARKING IS ADEQUATE FOR ( /N FEET) v 020674
THE PROPOSED EXPANSION. 1 inch = 30 ft.
REGISTERED
PROFESSIONAL
ENGINEER -
WPP
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION: _
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
APPROVED BY ZONING ADMINISTRATOR:I
SITE PLAN VALID 5 YRS. DATE
AFTER DATE OF APPROVAL
LEGEND
Ex. CURB & UMER
PROPOSED BUIURIG
Ex. GRASS AREA 10 BE PAWDW-2I11, 2• SM12.5A)
PROPOSED EASEWHI AREA
PROPOSED EOP
WWI EOP
GENERAL CONSTRUCTION NOTES
1. The contractor shall furnish oil materials, labor and equipment and perform oil work including restorotion for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
I
Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Deportment of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that ore not shown.
The contractor shall exercise care in this work so as to ovoid damage to any utilities. Any damage sholl be the
contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-777y7.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, oll.permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department.
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
3 All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas ore denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 1 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -to in in the affected area.
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality gross cover. Areos not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehicles and stoging of construction materials are prohibited
within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY
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 on new lines 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 frome and cover to be set
to the final grade of the lot; 3) the distance between the top of the rover and the yoke bar be
between 18 and 21 inches; and 4) all components of the meter box assembly to be 'in proper
working orderlt is developer's/contractors responsibility to hove 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 mode and fees paid before work will begin.
b. The Authority sholl furnish and install all 5/8", 3/4 and 1" water services.
c. For 1 1 /2" and 2 water services, the Authority shall make the top and bring the piping to
the property line. The contractor is to furnish and install the meter vault assembly. The
Authority will Install the meter.
d. The Authority will install oil sewer laterals.
6. When on existing water main is topped for the installation of a new line:
a. The Authority shall furnish all labor and materials to make the top.
b. The developer contractor must: (1) make application for the tap, (2) pay deposit (before
work begins); (3) mark the location of the top: (4) make final payment when the work is completed.
7 the contractor sholl fie -in a new lie to on 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 bockflow prevention assembly or a
RPZ bockflow prevention assembly as required. The assembly shall meet ASS[ standard No.
1048 or 1047. A remote readout is required.
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. 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 sholl govern.
2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, all traffic control, whether Permanent or temporary, sholl be in accordance
with the current edition of VDOT's work area protection manual. Furthermore, all traffic control fioggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal
Pales, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of
he developer to locate and identify utility facilities or items which may be in conflict with the proposed construction
activity, VD.O.T approval of these plans does not relieve the developer of this responsibility,
5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change
as deemed necessary by VDOT. Any additional expense incurred as a result of onyfield revision will be
responsibility of the developer,
6 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.
7. 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
8. 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.
9. The Contractor will be 'responsible for maintaining adequate access to the project from the adjacent public road-
way through construction and maintenance of a construction entrance in accordance with the Virginia r slon
Sediment Control Handbook, Sec 3.02, Furthermore, access to other properties affected by this project shall be
maintained through construction. The Developer shall have, within the limits of the project, on employee
certified by the Department of Conservation and Recreotion in Erosion and Sediment Control who shall
inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately
after each roinfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs.
10, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
11. All water and sewer lines within existing br proposed VDOT right-of-way are to hove minimum 36" cover and,
when possible, to be installed under roadway drainage facilities at conflict points.
12 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 con be determined
by the engineer and approved by V.D.O.T.
13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement
of fill. Where CBR testing is required, a V.D O.T representative shall be present to ensure the sample obtained
is representative of the location. When soil samples are submitted to private labratories for testing, the samples
shall be clearly identified and labeled as belongingg to a project which will be accepted by V.D O.T. and that testing
shall be conducted according to applicable V.D.O.T. standards.
14 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 ri ht-of-woy. 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 sholl be submitted to VDOT prior to final VDOT approval
15. VDOT Standard CD and LID underdroins shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector.
16. The installation of any entrances and mailboxes within any dedicated street right-of-way sholl meet VDOT
minimum design standards and is the developers responsibility.
17, Prior to acceptance by � VDOT of any streets, any required street signogge and/or pavement markings must be installed
by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall
with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed o minimum
of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this
list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding
sign material and placement.
18. The developer must provide to the local V.D.O.T. office a List of oil material sources prior to construction. Copies of all invoices
for materials within any dedicated street right of way must be provided to the local V.D.O.T, residency office prior to acceptance of
the work. Unito and total prices may be obscured.
19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determir
using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VIM-10. A certified
compaction technician shall perform these tests. A certified copy of the test results sholl be provided to the Residency Office. In
addition to checking storn depths, a V.D.O.T. representative sholl be notified and given the opportunity to be present during the
construction and testing of the density control strip.
20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T 's Rood and Bridge Spceifications
(Section 315) Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction
technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In
addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the
construction and testing of the density controltip.
3 years from the dote of the approval letter,
21. Approval of these plans shall expire three�
22. CO-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the
plan sheets or as directed by the V.D.O.T, Engineer/inspector.
ISE Rein CW
> I 10/2 101 1 ADD NOTES
NO. I DATE DESCRIPTION
REVISIONS
BY I CHK'D.
I�t1V�JC<: 1 IMF
gilbert w. clifford & associates, Inc. DA VENPORT INSULATION. Inc.
DATE-.
_ 09114107
Engineers Land Planners Water Analysis RE'VISED SITE DEVELOPMENT PLAN SET
150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200
Fredericksburg, Virginia 22404 Winchester, Virginia 22601
PHONE: (540) 898-2115 PHONE: (540) 667-2139
FAX: (540) 898-3230 FAX: (540) 665-0493 fREDERICK COUNTY
F-MAIL : clifford01 biared.com F-MAIL : nwcliff®mnsinc.com
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LOCATION MAP
t" AT 2000'
NOTES:
1. Boundary information hereon is based on an
actual field run survey made on September 27, 1996,
2. Vertical datum is based on USC+GS mean sea level.
Topography shown hereon is based on a field run survey
made on September 27, 1996.
3. The exact location of underground utilities could not be
verified at the time of survey.
4. A 5' front yard setback variance was granted by the
Board of Zoning Appeals on July 16, 1996 (BZA-10-96)
for the building entrance
5. No signs or outdoor lighting proposed.
6. No pole mounted light fixtures ore proposed.
7. No steep slopes, woodlands, flood plans, wetlands,
sink holes, or other environment features will be disturbed.
8. Disturbed area is less than 10,000 sq. ft.
9. Utility extensions required for the proposed
warehouse will be extended from the existing
focility.
10. Existing VDOT entrances to remain.
11. Building shall comply with The Virginia Uniform Statewide
Building Code and section 311, use group S (Storage) of
the BOCA National Building Code/1996, Other code that
applies is Cabo Al 1 7.1 -92 Accessible and Usable Buildings
and facilities.
12. Section 1 1 10.2.1 Exception # 1 (The ADA 20% rule for
additions and renovations) shall apply in Chapter 11 of
BOCA, Also note the requirements -in Chapter 17 of BOCA
for special inspection requirements for this type of stucture.
::�J 13. No outdoor storage is proposed.
14. There ore no existing signs on site.
1
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H '
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y1. 11,% iTLM MAY 6E PRECAST Uk ;.AST N PLACE
2 cw_nctr T,.. or rLAss A` rr cAST 4 PL Acr,
Q 40�0 PS P PWCA£T
1. CON9MATIOA b.Ai 6 CWTEP HAvwc A RMn.'S
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3 CQUER.
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TO THr sa sV9BT11¢ rsE +ACOviSES
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TO -HE DEPTH Or vrW..NT
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O ONION LINED A AO � OR LE26
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J Imo- WAS. ,r TNES DESON T'EM W`
� I i � r.xc_i.utu s;rruMeu cc 1s 1rtw�i,u
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PARALLEL TO THE SLUPE OF
SLLBiME CCLASES PPCVLOEC A
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1) WIN Maw.
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REFERENCE C,, t�v�11-J ��� r'�i ION t7 lJ R FJ I. G lj T..r
vs
V,2 I e k,tNIA C.EPART.ENT OF TRAN$�f.*IAT10k
207 G 8
L99
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
i
a
Z
ado
�N
BENCHMARK -
RR SPIKE IN
POWE-P POLE
ELEV.=711.64
C
Ell CURB i CUTO -
PROPOSED B11110K ---
EX. GIM AREA TO BE PAOS'-21B, 2- SV12-*
PROPOSED EA%" AREA
PrOWD EOP
Exam EOP --- --
LEGEND
CONSTRUCTION NOTES
GEN RAL
1. The contractor shall furnish oil materials, labor and equipment and perform all work including restoration for the
2.0 21.0
completed installation of the utility systems and all other improvements shown or implied as necessary for the
21.2
completed facility ready for use Unless otherwise noted, specifications for oil work to be in accordance with
applicable Standards Construction Specifications of The Virginia Department of Transportation, Virgjnio
ROUT 839
and
Department of Health, Frederick County Sanitation Authorityand the contract documents.
2. The engineer has attempted to locale existing subsurface utilities; however, such may exist that are not shown.
W WIDENING VARIES
5 ,
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
M �.
(5.51 MAX,)
contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll Miss
Utility` 1-800-257-77T7,
a
o
3 The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall he Immediately brought to
x
the attention of the Engineer and/or the Owner
,.,
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
x
X
conditions imposed.
6. All grading for improvements 10 be confined to the project area. Any work performed offsite is the Contractor's responsibility.
�'N 7. Cuisheets shall be submitted to the Engineer for approval prior to ordering structures and stort of construction.
BENCHMARK EXLSTjNG pq� W -- o All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
RR SPIKE IN EMENT VDOT CG-6
�4 "• r
POWER POLE _---- -� Ft M�ar,� � ��'1 EROSION CONTROL
ELEV.=715.80 ` / ___ `7--`'_- 2��'. 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
PROVIDE SAWCUT `'' �- -�_ Frederick County Public Works Department.
9� � EDGE �-- `� 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
w 1 v �` Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
\x �4 1 1 /2" SM 12.5D / 3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to hove stone base installed
3 112 ' BM 25.0 at the earliest possible dote after establishing grade. No area is to remain denuded for more than 1 calendar days
\ .gZ C when construction is not in progress.
8" 21B 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe-toylng in the affected area.
1 L' 5 All unpaved areas of the site which are disturbed by this construction shall be provided with 6- topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cored for as necessary to provide a
LENOIR DRIVE WIDENING good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIR
24 FT. PAVEMENT SECTION E & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited
within 20' of fire hydrants Fire Hydrants ore not to be obstructed at any time.
p wPF FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines ore to be constructed in accordance with these plans. The lines shall
\ additionally meet all requirements of the Frederick County Sanitation Authority,
Vol k 2. The contractor shall coordinate with, and arrange for inspection by, the Authority.
` 3. Exoct locations of water and sewer services on new lines are to 'e coordinated with the
Authority's inspector.
�N r 4. The Sanitation Authority's maintenance department is responsible for the installation of
/ water meters through 2- in size. Before a permanent meter js 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
1 n \ to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be
bet 18 d 91 h d 4) II nit f th f bo mbl f b n r r
wee. an - 1nc es, on o pompone s o a me er x osse y o e I p ape
working orderh is developer's/contractors responsibility to have the meter box
assembly Installed correctly.
b \ 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 mode and fees paid before work will begin.
�\ t b. The Authority shall furnish and install oil 5/8•, 3/4", and 1" water services.
P c. For 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 and install the meter vault assembly. The
Authority will install the meter.
d. The Authority will install all sewer laterals.
\ P X. MCLL CAP , 6. When an existing water main is topped for the installation of a new line.
CF a. The Authority shall furnish all labor and materials to make the top.
A�oo " AS
'H b. The developer contractor must: (1) make application for the tap, (2) poy deposit (before
work begins): (3) mark the location of the tap; (4) make final payment when the work is completed.
% 7. The contractor shall tie-in o new lie to on existing manhole by core drilling the manhole.
8. Any water service line must hove a double check valve or RPZ bockflow prevention
WV assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013.
< LA remote readout is required.
��� W f 9. All fire lines shall have a detector double check valve bockflow prevention assembly or a
,�` 711 GLM RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No.
1048 or 1047 A remote readout is required.
VIRGINIA DEPARTMENT OF TRANSPORTATION
s' c 1 All work on this project shall conform to the latest editions of the Virginia Deportment of Transportation (VDOT)
O rL� Rood and Bridge Specifications, and Standards, The Virginio Erosion and Sediment Control Regulations and an other
c�0 state, federal or local regulations applicable. in the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
OWNER/DEVELOPER: 2. All construction shall comply with the latest U.S. Department of labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
DAVENPORT INSULATION, INC 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance
CG-6 ��� with the current edition of VDOT s work area protection manual. Furthermore, all traffic control (loggers must be
HATCH EX. CURB LINE AND 240 LENOIR DRIVE certified in accordance with VDOT's January, ( ) 9 1994 or latest edition of Rood & Bridge Specifications, Section 104.04-C.
�Q } '�
GRADE AT EACH END. �G� WINCHE STER, VIRGINIA 22603 4. The developer shalt be responsible for relocatingg, at his expense, any and all utilities, including traffic signal
poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It Is the sole responsibility of
540-667-0109 the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction
activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility
>a / r 5. Design features relating to construction or to regulation, control and safely of traffic may be subject to change
- (/ as deemed necessary by VDOT. Any additional expense incurred as a result of onyfield revision will be
responsibility of the developer,
6. Prior to initiation of work, Contractor shall be responsible for acquiring oil necessary VDOT land use permits for
any work on VDOT right-of-way.
7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the
SITE DEVELOPMENT SUMMARY engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
q• ,. / Cp J v prior to initiation of work.
e ��. Q 8. 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. -
7 h 9. The Contractor will be responsible for mointaining adequate access to the project from the adjacent public road
�(��j �rl TAX MAP ID 43-19-10 way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion
Gj" �C' ADDRESS 240 LENOIR DRIVE �edimeni Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this projectshalle
maintained through construction. The Developer shall have, within the limits of the project, an employee
Gj1P MAGISTERIAL DISTRICT - STONEWALL certified by the Deportment of Conservation and Recreation in Erosion and Sediment Control who shall
Q\ inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately
ya�FH �OQ� EXISTING LOT AREA 2.50 ACRES after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs.
10. Contractor shall ensure adequate drai in s achieved and maintained on the site during and at the end of construction.
(4 ZONING M-1 11. All water and sewer lines within existing or proposed VOOT right-of-way are to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities ai conflict points.
MIN. SETBACKS REQUIRED: REQUIRED PROVIDED 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
y FRONT 75' N/A the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined
/ Q by the engineer and approved by V.D.O.T.
Clj�1f _ IP) Q'\ �� �\ SIDE 25' 113.5' 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement
c)fill, P T representative I n h m i
/ MBO REAR 25 95.88' f II. Where CBR testing is required, o V D 0. rep esentot Vie shot be present to ensure the so pie obtained
is representative of the location When soil samples ore submitted to private labratories for testing, the samples
O' shall be clearly identified and labeled as belonging to a protect which will be accepted by V.D 0 T. and that testing
EX. WAREHOUSE FLOOR AREA 6836 SQ. FT. shall be conducted according to applicable V.D O T. standards.
c14 rm All roadway fill, base, subsurface material and backfill of utility/stosewer trenches shall be compacted in 6"
J`` Q� EX. OFFICE 2131 SQ. FT. lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of
TOTAL EX. BUILDING AREA 8967 SO. FT. optimum moisture for the full width of any dedicated street ri ht-of-woy. At the direction of VDOT Inspector
�,� NO. WAREHOUSE EMPLOYEES 20 SPACES density tests performed by a qualified independent agency sholl be conducted as required in the VDOT Rood and
,� Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval.
\ OV WAREHOUSE PARKING REO'D 20 15 VDOT Standard CD and UD underdroins shall be installed where indicated on these plans and further where
OFFICE PARKING REQ'D 8.5 (01 /250 SO. FT.) determined necessary by VDOT Inspector.
16 The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
TOTAL PARKING REQ'D 2 minimum design standards and is the developers responsibility.
SPACE 17 Prior to acceptance byy VDOT of any streets, any required street signoge and
/or EXISTING PARKING C4O/oravement markings must be installed
by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. Stop signs shall be thirty (30) inches tall
PROPOSED BUILDING ADDITION AREA 2, with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum
O
PROVIDE 2' SCUPPER �
AS NECESSARY Q
TAD WDENING ?�Q
u rt me YC JAI rut, 10 r uk- Q'
�h PROPOSED TOTAL BUILDING AREA
11,467 SO, FT,
of four (4) feet from the edge of pavement. Sign posts sholl be of a type found on V.D.O.T. s approved ►Ist. A copy of this
list may be obtained from the District Material Section. Contact the local V.D.O.T, residency office with any questions regarding
PROPOSED FAR
0.11
sign material and placement.
PROPOSED PAVEMENT AREA
834
SO. FT.
18 The developer must provide to the local V.D.O.T, office a list of all material sources prior to construction. Copies of all invoices
for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of
HANDICAPPED SPACES REQUIRED
2
SPACES
the work. Units and total prices may be obscured.
19. Aggregate bases and sub -bases shall be placed on the sub-grode by means of a mechanical spreader. tensity will be determm
HANDICAPPED SPACES PROVIDED
2
SPACES
using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10, A certified
LOADING SPACES REQUIRED
2
compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In
LOADING SPACES PROVIDED
5
addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O T.'s Rood and Bridge Spi eifications
OPEN SPACE REQUIRED
47,336
SQ. FT.
(Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction
OPEN SPACE PROVIDED
155,269
SO. FT.
technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In
DISTURBED AREA
0.3
AC,
addition to checking scorn depths, a V.D.O.T representative shall be notified and given the opportunity to be present during the
construction and testing of the density control t jp.
21. Approval these three s3s from the dote the letter.
of plans shall expire years of approval
22. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the
Han sheets or as directed by the VDOT Engineer/Inspector.
Gi9APH/CSCALE DEVELOPMENT NOTES: J1LVEI V EV
1. THE PROPOSED WAREHOUSE SPACE WILL NOT REQUIRE
Y� --- - - ADDITIONAL EMPLOYEES. EXISTING PARKING IS ADEQUATE OCT 3 12001
FOR THE PROPOSED EXPANSION.
,aV FEET) 2. THE DISTURBED AREA IS LESS THAN 10,000 S.F. _
I inch = JO ft. THEREFORE A LAND DISTURBANCE PERMIT IS NOT REQUIRED. '
FINAL SITE PLAl� 3. TRIP GENERATION - THE ITE TRIP GENERATION MANUAL,
PROVED 6TH ED. ESTIMATES THE EXISTING SITE WILL GENERATE 62
DATE. I� g TPD. THE ADDITIONAL WAREHOUSE SPACE WILL INCREASE
TRIPS BY 18, RESULTING IN A TOTAL SITE GENERATION OF t 10/31/ 01 1 REVISED PER VDOT AND PLANNING COMMENTS RAM
80 TPD. NO. I DATE DRI ESCPTION BY CHK'D.
APPROVED BY ZONING ADMINISTRATOR:
SITE PLAN VALID 5 \fRS. DATE
AFTER DATE OF APPROVAL
REVISIONS --- --
�' , = PROJECT NO.
Qilbert w. elif f ord & associates, inc. DA VENPORT INS ULA TION. In e.
�?oAalc) A "�l slowsky. Z p
DATE,
0 CERTIFICATE NO. 09/14101
0674 D En ineers Land Planners Water Analysis SITE DEVELOPMENT PLAN SHEETi r 31 C" If9
R 1STEED 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200
PROFESSIONAL Fredericksburg, Virginia 22404 Winchester, Virginia 22601 u
ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-21-to
FAX: (540) 898-3230 FAX: (540) 665-0493 �R�-DER/CK COUNTY VIRGINIA OF 1
E-MAIL : clifford®1bi red.com E-MAIL wcliff� mnsinc.com
V
TION
0 ?141mod
4f� r rp F • i -
`
�� -- J � Sr.
LOCATION MAP
t" = 2000'
-0WF`
NOTES:
1. Boundary information hereon is based on an
actual field run survey made on September 27, 1996.
2. Vertical datum is based on USC+GS mean sea level.
Topography shown hereon is based on a field run survey
made on September 27, 1996.
3. The exact location of underground utilities could not be
verified at the time of survey.
4. A 5' front yard setback variance was granted by the
Board of Zoning Appeals on July 16, 1996 (BZA-10-96)
for the building entrance.
5. No signs or outdoor lighting proposed.
6. No pole mounted light fixtures are proposed.
7. No steep slopes, woodlands, flood plans, wetlands,
sink holes, or other environment features will be disturbed.
8. Disturbed area is less than 10,000 sq. ft.
9. Utility extensions required for the proposed
warehouse will be extended from the existing
facility.
10. Existing VDOT entrances to remain.
11. Building shall comply with The Virginia Uniform Statewide
Building Code and section 31 1, use group S (Storage) of
the BOCA National Building Code/1996. Other code that
applies is Cabo Al 17.1 -92 Accessible and Usable Buildings
and facilities.
12. Section 1 1 10.2.1 Exception # 1 (The ADA 20% rule for
additions and renovations) shall apply in Chapter 11 of
BOCA. Also note the requirements in Chapter 17 of BOCA
for special inspection requirements for this type of stucture.
q 13. No outdoor storage is proposed.
14 There ore no existing signs on site.
God
I
NOTr.
I. THIS IIEN MAY BE N, /•LAA:,E
2 CONI'RETC T^. W rLASS A-' Ir I,,L,T v P,,A^r,
st
1.0W PSI IF PRECAST
�l
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JF '' PW yFIK�
h1
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�
4 FUR USL 07" 374L,TED T[1-r*A0F0
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EIRARiAM LAYER, T"E WfTN OF IMF C LOW
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Ahr, r.JTTFR Rr :.ONSTRIIC.*'7 WY
To 7 SuNBI.9Eouws
Atli) TO -4DEPTt; IVT AYENENT
p
_Hs OUFB YA, OF us'D RMNI
DESIGN SIM IS 0 MAI- OR LESS
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ON Rk H'JIARWAY5 00 A5 MP. OR
l
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1K BOTTOM OF ,/E C%" AM
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PA TD SLUM
8---2-�.,-----------
uR
ilsErYs PRGV10EC A
�r
MNNA,y p[F TN OF 7"
UNGIAME
Is MAZY AINLJ.
T143 ARIA MAY BE rCNGRCTF
AT TNr OPTR1k OF TH: C04TRACIIN
i
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Q
°� RrFcR:wE COMBIVATION 6' CURB & &JTTER
w: V410 RA C6yAR7'r ENT OF 'X w•'VN IA7MlN
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CONSTRUCTION NOTES
GENERAL
1. The contractor sholl furnish all materials, labor and equipment and perform all work including restoration for the
2.0
21.0
completed installation of the utility systems and all other improvements shown or implied as necessary for the
21.2
completed facility ready for use Unless otherwise noted, specifications for all work to be in accordance with
ROUT
839
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Deportment of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locale existing subsurface utifilies; however, such may exist that ore not shown.
z
WIDENING VARIES
u
c 5'
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
=
(5.5' MAX.)
contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-17
Q
a
�
o
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations sholl
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
o
c=a
4. Any unusual subsurfoce conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
m
N
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
,�
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility.
BENCHMARK �X(ST(N� W �5 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
*'RR SPIKE IN PAVEVFEN _ VDOT CG-6 ,,, All cutsheets should show existing ground elevations of centerline of utility, structure or road, and offset hub elevation.
POWER POLE`'' !4"' tr EROSION CONTROL
_� -.___----'=;:_ __,tr �.. ?.
ELEV.=715.80 `C3�_ --_. ` Z,/,� I. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
PROVIDE SAWCUT -`'-' �f Frederick County Public Works Deportment.
EDGE _ t- 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
k X / - Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
q°�, 1 1 /2 SM 12.5D -� 3. AII erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which oreas are denuded. Areas shown to be surfaced are to have stone base installed
C 4 3 1�2' BM 25.0 at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
8" 21B 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe- in
6g in the affected area.
5, All 1 fertilized,unpaved
sseeded, team acted and mulcheds of the site which disturbed
durbed by
besconstruction sholl be watered and cared orpas�ne essded y to topsoil,
a
\ LENOIR DRIVE WIDENING good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
�4'• \ FIRE & SC
24 FT. PAVEMENT SECTION RESCUE
\�'1 1 Burning of land clearing debris requires a permit from the fire Morshal. Burning of construction debris on site is prohibited
F 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
k addresses must be posted as construction begins. Parked vehicles and staging of construction materials ore prohibited
within 20' of fire hydrants. Fire Hydrants ore not to be obstructed at ony -time.
i FRED RICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall
/
Iv0' additionally meet oil requirements of the Frederick County Sanitation Authority.
/ 2 The contractor sholl coordinate with, and orionge for inspection by, the Authority.
3. Exact locations of water and sewer services on new lines are to be coordinated with the
G Authority's inspector.
4, The Sanitation Authority's maintenance deportment 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 property aligned with its meter box and yoke bar; 2) the frame and cover to be set
10 to the final grode of the lot; 3) the distance between the top of the cover and the yoke bar be
�i between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper
working orderh is developer's/contractors 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
�S • �� assistant. An application for service must be mode and j fees paid before work will begin. WPP b. The Authority shall furnish and instoll all 5/8", 3/4", and 1" water services.
c. For 1 112" and 2" water services, the Authority shall make the op and bring the piping to
�\ \ the property line. The contractor is to furnish and install the meter vault assembly. The
Authority will install the meter.
d. The Authority will install all sewer laterals.
X. KELL CAP \ / 6 When an existing water main is tapped for the installation of a new line:
o
FN a The Authority shall furnish all labor and materials to make the top.
\ �,0 b. The developer contractor must: (1) make application for the lop, (2) pay deposit (before
0
9t� \ \ \• �� ,� work begins; (3) mark the location of the tap; (4) make final payment when the work is completed.
7. The contractor sholl tie-in a new lie to an existing manhole by core drilling the manhole.
\8. Any water service line must hove a double check valve or RPZ backflow prevention Wit assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013.
�0�'� G�� iG� A remote readout is required.
9. All fire lines sholl have a detector double check valve backflow prevention assembly or a
�` «•/ j / �e 7z1 GLM RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No.
1048 or 1047. A remote readout is required.
VIRGINIA DEPARTMENT OF TRANSPORTATION
S I All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT)
'7�} rL� / Rood and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and an other
�_'• ` \ C bo" ' (J D: !// h0 state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
U / �a• ,�L�' OWNER/DEVELOPER: 2. Ali construction shall comply with the latest U.S. Department of labor Occupational Safety & Health Administration
Q \ and VOSH Rules & Regulations.
QUO 'VC Q��cs° ,c° �� Gj�P DAVENPORT INSULATION, INC 3. When working on VDOT right-of-way, oil traffic control, whether permanent or temporary, shall be in accordance
°,•Q F� 05 / CG-6 Q\ with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be
Z40 LENOIR UNIVE certified in accordance with VDOT's January, 199or on o
4 latest edition Road & Bride Specifications, Section 104.04-C.
�Q<`� MATCH EX. CURB LINE AND �'' ( ) g
F GRADE AT EACH END. Co� WINCHESTER, VIRGINIA 22603 4. The developer sholl be responsible for relocating, at his expense, any and all utilities, including traffic signal
0. i �\ ppoles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of
540- 667-01 Qy the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction
activity. V.D.O,T approval of these plans does not relieve the developer of this responsibility
5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change
as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be
\k f N responsibility of the developer,
6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for
�Jl� any work on VDOT right-of-woy
/ 7 If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the
S ^ J' ��• `'�' \�) /y: SITE DEVELOPMENT SUMMARY engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
'V Q 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
�P• / �� / 5� length of time. VDOT will also require 48 hours notice or any inspection.
l / Q h0 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public rood-
0�0 / ,�. G' `ti TAX MAP ID 43-19-10 w throu h construction and maintenance of o construction entrance in accordance with the Vir inin Froslon &
2�
->'6X-1
/
a QQ10 ,
O 1,p.
,sr A`
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
f �:A\� �c, ay` a
��' ADDRESS 240 LENOIR DRIVE Sediment ontrol Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be
✓ \ maintained through construction. The Developer shall have, within the limits of the project, on employee
\CAP MAGISTERIAL DISTRICT STONEWALL certified by the Deportment of Conservation and Recreation in Erosion and Sediment Control who shall
} \ Q inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately
y>faFH Q EXISTING T AREA ACRESafter each rainfall, at least doily during prolonged rainfall, and weekly when no rainfall event occurs
40 Q` S LOT E 2 50
V 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
s�> �rhP� / �� �Q Cb0 �j� ZONING M-1 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36' cover and,
b ! \ when possible, to be installed under roadway drainage facilities at conflict points.
MIN. SETBACKS REQUIRED: REQUIRED PROVIDED 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
FRONT 75' N/A 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 V.D.O.T.
/ ZN _) �Q n� SIDE 25 113.5 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement
(7) ��fB° `� c��\ `l REAR 25' 95,88 of fill. Where CBR testing is required, a V.D 0.T representative sholl be present to ensure the 9omple obtained
�C/ V is representative of the location. When soil samples are submitted to private lobratories for testing, the samples
sholl be clearly identified and labeled as belongin) to a project which will be accepted by VD O.T. and that testing
EX. WAREHOUSE FLOOR AREA 6836 SO. FT. shall be conducted according to applicable V.D.O T. standards
14, All roadwoy fill, base, subsurface material and bockfill of utility/storm sewer trenches shall be compacted in 6"
°`,o°�� EX. OFFICE 2131 SQ. FT. lifts to 95% of theoretical maximum density as determined by AAS14TO T-99 Method A, within plus or minus 2% of
TOTAL EX. BUILDING AREA 8967 SO. FT. optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector
N0. WAREHOUSE EMPLOYEES 20 SPACES density tests performed by a qualified independent agency shall be conducted as required in the VDOT Rood and
f �s O Br d Spec f t n A ro f II t t h 11 be s 1x 11 d 10 VDOT nor to final VDOT o rovol
Cr �0 ,Z,
_ °' �G
WAREHOUSE PARKING REO'D
OFFICE PARKING REQ'D
20
8.5
(01/250 SQ. FT.)
r ge 1 Ito �o s. . py o a es s s o u p pp
15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector.
/
16. The installation dedicated right-of-way meet VDOT
/
TOTAL PARKING REO'D
28.5
SPACES
of any entrances and mailboxes within any street shall
minimum design standards and is the developers responsibility.
EXISTING PARKING
PROPOSED BUILDING ADDITION AREA
40
2,500
SPACES
SO. FT.
17. Prior to acceptance byy VDOT of any streets, any required street signoge and/or pavement markings must be installed
by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. Stop signs sholl be thirty (30) inches tall
high intensity The bottom of the sign shall be six (6) feet above the edge of and installed a minimum
with sheeting. pavement
1 1`'�� 1
PROPOSED TOTAL BUILDING AREA
11,467
$Q, FT,
of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list A copy of this
BENCHMARK:
RR SPIKE IN
POWER POLE
ELEV=711.64
FINAL SITE PLAN
EPROVED
AMAA tDAT 11
LEGEND
EX. MISS NO TO BE P# 0 1r-210. 2' SMI2 SA) - --- f----
PROPOSED EAS WW NlEA ---.------...------- _---
PROPOSED EOD ----- ---
-----------
ExISM EOP --- ---- - - --- -
PROVIDE 2' SCUPPER Gj�P
AS NECESSARY Q\
CG-6
PROPOSED ROAD WIDENING
TO ACHIEVE 34IOC TO FOC,
PROPOSED FAR
0,11
list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding
sign material and placement.
PROPOSED PAVEMENT AREA
834 SO, FT.
18. The developer must provide to the local V.D.O.T, office a list of oil material sources prior to construction. Copies of all invoices
for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to occeptance of
HANDICAPPED SPACES REQUIRED
2 SPACES
the work. Unito and total prices may be obscured.
19. Aggregate bases and sub -bases sholl be placed on the sub-grode by means of a mechanical spreader. Density will be deiermin
HANDICAPPED SPACES PROVIDED
2 SPACES
using the density control strip as specified in V.D.O.T.'s Rood and Bridge Specifications (Section 304) and VTM-10, A certified
LOADING SPACES REQUIRED
2
compaction technician shall perform these tests. A certified copy of the lest results shall be provided to the Residency Office. In
LOADING SPACES PROVIDED
5
oddition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
OPEN SPACE REQUIRED
47,336 $Q, FT
20. Asphalt concrete pavement sholl be placed in accordance with the latest edition of V.D.O T.'s Road and Bridge Spceificotiions
(Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction
OPEN SPACE PROVIDED
155,269 SO. FT.
technician shoji perform these tests. A certified copy of the test results shall be provided to the Residency Office. In
DISTURBED AREA
0.3 AC,
addition to checking storn depths, a V.D.O.T representative shall be notified and given the opportunity to be present during the
construction and testing of the density control trip.
21. Approval of these plans shall expire three (3) years from the dote of the approval letter.
22. CC-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the
Ian sheets or os directed b the VDOT En ineer/Ins ector
aR4Pfi110S404LE DEVELOPMENT NOTES:
L ;0 1. THE PROPOSED WAREHOUSE SPACE WILL NOT REQUIRE
ADDITIONAL EMPLOYEES. EXISTING PARKING IS ADEQUATE
-- - FOR THE PROPOSED EXPANSION.
IN FEET) 2. THE DISTURBED AREA IS LESS THAN 10,000 S.F.
1 Inch = 30 ft. TH R F R A I T R ANC P OMIT I N T RE ID D
APPROVED BY' ZONING ADMINISTRATOR:
44/7-A I
-
SITE PLAN VALID 5 `(RS. L_)ATE
AFTER DATE OF APPROVAL
E EO EALNDD S U B E E S 0 QU E
3. TRIP GENERATION - THE ITE TRIP GENERATION MANUAL,
6TH ED. ESTIMATES THE EXISTING SITE WILL GENERATE 62
TPD. THE ADDITIONAL WAREHOUSE SPACE WILL INCREASE
TRIPS BY 18, RESULTING IN A TOTAL SITE GENERATION OF 1 10/31 /01 REVISED PER VOOT AND PLANNING COMMENTS RAM
80 TPD . NO. DATE 1 DESCPoPT10N BY I CHK'D.
REVISIONS
cT gilbert w. clifford & associate8, inc. DA VENPORT INS ULA TION. In e.
zRgf l A "Mistowsky, v
DATE
O CERTIFICATE NO. - 099/E� 1
U o obl4t Engineers Land Planners Water Analysis SITE DEVELOPMENT PLAN
' RZ106 4 i
EE�� RR 1 - 1 1 17 --- -
R 15T� ED 50 C Olde Greenwich Dr. (P.O. Box 78) E. Piccadilly Street -Suite 200
PROFESStONAt_ Fredericksburg, Virginia 22404 Winchester, Virginia 22601 u
EkGNVEER PHONE: (540) 898-2115 PHONE: (540) 667-2139
FAX: E-MAIL: 8 ord0l b0 FAX: (5ff9 665-0493 f REDER/CK COUNT? VIRGINIA OF 1
IL clifford®1 bi red.comE-MAIL wcliff rnn inc.com