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GENERAL AL O ES VDOT GENERAL NOTES LEGEND VICINITY ,MAP z
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EXISTING INTERMEDIATE CONTOUR00
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1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 /STvNE1r�AC:L 7NDu5TR1AL /I w (' Z c•�
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion00
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 W PaF�tC m Z a E
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a licable. In the event of conflict between an of these standards, s ecifications or EX EfP _._. -_ v ` ��?�' of a'
must be provided prior to issuance of the site development permit. The approval of these plans in no way PP Y P EXISTING EDGE OF PAVEMENT
p p P P PP P Y plans, the most stringent shall govern. PROP E/P w cGti � ( Pa I' Q = > .I- �
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT
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Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER I. , EX C&G �� Z OI
It
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. 44' p~( J a W * C Ln
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G h c ax
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, M 1� /�� �
CG-6 CC-6R r \ p P ,�
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R I . C�
required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's JAIJJ cn cn
January, 1 ( ) g p EXISTING TELEPHONE LINE ---------_-__��- of NN
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held y, 994 or latest edition of Road & Bridge Specifications, Section 104.04-C. -�� �? f- ' N a) o
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T t�kt- �` i/ 's c
V4. Design features relating to construction or to regulation, control and safety of traffic may ST. RTE. 37 Sr
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be 9 9 9 Y Y _ EX. 15 RCP r -er I 4 uc 3
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VEDOT. EXISTING STORM SEWER r -
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 n RCP
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER _
6. land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times. EXISTING SANITARY SEWER ---r----- - �} ! �/
P P SHEET 1I.�4 dam" �' w
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER --- ---- -------------- - -
arranged and held by the engineer and/or developer with the attendance of the 0 w -'�>
Control Devices (MUTCD). EXISTING ELECTRIC SERVICE COVER SHEET SHEET 1 OF 5 �J > > 0
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
8. All unsuitable material shall be removed from the construction limits of the roadway before placing P PLAN SHEET 2 OF 5 ^� o a-
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE PROFILES AND DETAILS SHEET 3 OF 5 �` �O `n a
any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE LANDSCAPI"�
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection. G AND SHEET 4 OF 5 0 Q -� o
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than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. EROSION & SEDIMENT CONTROL 0 w 0 - w
PROPOSED GAS LINE i-
REVISED SITE PLAN 7/10/98 SHEET 4 OF 5 Q o w Q<
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the _ > c�
adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE U) > n O
on the plans and as required at the field inspection. J P Y 9 > o Q� :2
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. z w O
FLOW LINE
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained _ _ _ � � �, q '�f t� MA � o Q o Q af
be minimum 6 diameter and conform to VDOT standard SB-1. through construction. FENCELINE - �` - - 4-- 0 J �
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12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE LOT SHOWN LOT 31 - STONEWALL INDUSTRIAL PARK w-� Q Q
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during z ~ a: � w
one litter receptacle shall be provided at the construction site. q 9 g � z v> d U >-
and at the end of construction. EXISTING TELEPHONE POLE MAGISTERIAL DISTRICT : GAINESBORO 1 0 r L o
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PARCEL IDENTIFICATION N0. 43 -19 - 48 z
-
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE --------w---- - ---i-__.._______
P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have LOT AREA 6.6358 ac Q
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W w iT! w
condition at all times. DISTURBED AREA 6.5 ac
14. Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitaryV11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT c� CURRENT ZONING_ M1 p
* 9Y company P it lt iaeen
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought g to the attention of the engineer and VDOT. Work shall cease in that CURRENT USE CORNFIELD
vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE ----- - ----- --- - ? O
sheets, and connections to existing lines. PROPOSED USE (42) - MOTOR FREIGHT TRANSPORTATION
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER AND WAREHOUSING WITH AN OFFICE Q OL M Z
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER - ---- r-___ ___-_-._ __�_.__..._ Z Z N Q 0- W
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER -- --- ---I:' w SETBACKS - BUILDING: CORNER LOT PARKING: FRONT: 25' - W Z 1Z Z Z Z
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall FRONT: 75' SIDES: 5 W w O O - O
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN SIDES: 25' (50' per BOCA for this use) j N Q
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utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) W O O >- Z
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT �
17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a performed b a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL BUILDING HEIGHT: MAXIMUM = 60 PROPOSED = less than 60 with final design Z Q � Ca Q Q Z
P P Y g 9 P Y q P g y q STANDARD RAMP CONSTRUCTION � O Z Q
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to SIGNS: PLACED ON BUILDING O U } Z O
18. When grading is proposed within easements of utilities, letters of permission from all involvQW W_-1d companies final VDOT approval. PARKING INDICATOR 12 W_ } O -1 i_
INDICATES THE NUMBER OF TYPICAL PARKING SPACES OUTDOOR LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4) pLr (k p V
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED W W LU Q m Q W
V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans �'��,
development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION
F.A.R. CALCUL.4:kTIONS
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way REQUIRED = 1.0 TOTAL PARKING CALCULATIONS W
shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C r r
20. These plans identify the location of all known gravesites. Gravesiites shown on this plan will be protected g P P Y• PHASE 1 - PROP BLDG. 52 ._X 75,500 = 0.18
PHASE 2 - PROP BLDG. -;r '=_X = 75,500 = 0.27 OFFICE 1 /250sf = 10 SPACES Q N
in accordance with state law. In the event gravesites are discovlered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 WAREHOUSE = 1 PER EMPLOYEE m 0 0 t r cA
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE INITIAL
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. LANDSCAPING CALCULATIONS
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. * INTERIOR REQUIRED * TOTAL EM
V17. Prior to acceptance by VDOT of any streets, any irequired street signage and/or pavement EXISTING STREET LIGHT _�4ti_ TOTAL REQUIRED RED = 90
= ES = 90 SPACES
kis must be installed b the developer or, at VDOTs discretion, b VDOT on an 1 SHADE TREE PER 10 SPACES = 4.1 -�
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A>� markings per standard g y per y GREEN AREA = 5% OF PARKING LOT = 598 sf 91 SPACES PROVIDED
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered account receivable basis. a
p PP Y Y 9 PROPOSED STREET NAME SIGN + * * HANDICAP PARKING
professional engineer and results submitted to Frederick Count prior to INTERIOR PROVIDED
P 9• Y pavement construction. If a
P P
geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT w - --- - 4 SHADE TREES 1 PER 25 = 4 SPACE REQUIRED C3
WRIP GENERA ON 770 sf OF GREEN AREA HANDICAP VAN ACCESSIBLE SPACES PROVIDED = 2
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating TA SANITARY MANHOLE INDENTIFIER 12 * EXTERIOR REQUIRED * HANDICAP ACCESSIBLE SPACES PROVIDED = 2 W
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement 1 SHADE TREE PER 40' OF PARKING LOT a'
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines CLASS USE GROSS sf No. OF EMPLOYEES TRIP RATE VPD STORM DRAIN STRUCTURE IDENTIFIER 18 PERIMETER = 560' / 40' = 14 TREES LOADING SPACES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 3' HEDGE BETWEEN R/W AND PARKING LOT REQUIRED: 1 PER 40,000 SQ. FT.
750 OFFICE 2500 11.4 sf 219 * 11 DOCKS PROVIDED
150 WAREHOUSE 90 3.89 PER EMPLOYEE 350.1 EASEMENT LINE - - - - - - - - - - * EXTERIOR PROVIDED * * 1 GROUND LEVEL �I
14 SHADE TREES GARAGE DOOR co
Water/Sewer: Frederick County Sanitation Authority CENTERLINE 3' EVERGREEN HEDGE PROVIDED
P.O. Box 1877
TOTAL 569.1 EXISTING SPOT ELEVATION 12.0
Winchester, VA. 22604
ADDITIONAL (7/10/98)
PROPOSED SPOT ELEVATION 12 s LANDSCAPING CALCULATIONS
Phone: Bell -Atlantic * INTERIOR REQUIRED * (�
P.O. Box 17398 EXISTING TREE DRIP LINE ��.�--{-.,-�-„n,._:.-....•v�,__:,.�,.�-.�ti�^.��,_=,._-��•--'
1 SHADE TREE PER '10 SPACES = 6 U
Baltimore, MD 21297 J _= 5% OF PARKING
(301) 954-6282 EXISTING TREE ' ) I 15» OAK L-', 15" PINE GREEN AREA INTERIOR PROVIDED 4-)
= 987 sf
MISS UTILITY 1-800-257-7777 ECSA CONSTRUCTION f !O NOTE 'r '� 6 SHADE TREES � � � M +'
Power: Allegheny Power OAK 1000 sf OF GREEN AREA 4
P.O. Box 1458 PROPOSED TREE '�- * *
Hagerstown, MD 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines EXTERIOR REQUIRED ,4 ig�►r O
g shall additionally meet all requirements of the Frederick County Sanitation Authority. 1 SHADE TREE PER 40' OF PARKING LOT `/� ^r_,:::; p �J O U
1-800-654-3317
PERIMETER = 430' / 40' = 11 TREES � ` ' `' `'' '" I-� 4-4
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2. The contractor shall coordinate with, and arrange for inspection b the Authority. 3' HEDGE BETWEEN R/W AND PARKING LOT`"'~--
Gas: Shenandoah Gas Co. 9 P Y Y../
* EXTERIOR PROVIDED * �
P.O. Box 2400 11 SHADE TREES O � N �
3. Exact locations of water and sewer services on new lines are to be coordinated with the ,
Winchester, VA 22604 O �; O
(540) 869-1111 Authority's inspector. 3 EVERGREEN HEDGE ® � 0
4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch ' �` d
diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and far side H 5- F co
sidewalk.
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5. The Sanitation Authority maintenance department is responsible for the installation of
water meters. Before a permanent meter is set, they require; 1) the frame and cover to MARK D. SMITH Project Name: (Revision 3-Parking Expasion) Project Number:
be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to b No.022837
the final grade of the lot; 3) the distance between the top of the cover and the yoke bar �®m Gilpin 5987
between 18 and 21 inches; and 4) all components of the meter box assembly to be in O0
proper working order. It is the developer's/conctractr's responsibility to have the meter S� Magisterial District:
box assembly installed correctly. .10 LDate of Plan: (Month, Day, Year)
6. The Sanitation Authority shall install all water and sewer services that connect to existing Gainesboro 8/15/97
lines. The location of the tap and the termination point of the lateral are to be
coordinated with the Authority's assistant engineer. An applicaton for services must be Owner: Address, Including Zip Code & Telephone No.
made and fees paid. PROFESSIONAL SEAL & SIGNATURE 30 Ricketts Drive
Thomas T. Gilpin Winchester, VA 22601
7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE WITH (540) 678-1110
for and make the tap. The contractor must make application for and pay the cost of FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No.
this work. ORDINANCES. ANY DEVIATION OR CHANGE g P P
36 Ricketts Drive
IN THESE PLANS SHALL BE APPROVED BY Ricketts Construction Co., Inc. Winchester, VA 22601
8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. THE ZONING ADMINISTRATOR PRIOR TO (540) 662-4164 DESIGNED BY: GRO
CONSTRUCTION.
9. A double check valve backflow prevention assembly is to be installed on any line (fire or Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 151 Windy Hill Lane JOB NO. 2067
or 1013. If the assembly is mounted inside a building, a remote readout is required. Greenway Engineering Winchester, VA 22602
(540) 662-4185 SHEET 1 OF
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DATE: 8/16/97
SCALE: 1 " = 40'
DESIGNED BY: AS-MDS
JOB NO. 5987
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METER SIZE
YOKE III
BOX * 1
METER BOX COVER
DIA.
DIA.
3/4'
5/8* x3/4" (20 gpm)
Ford
18 in.
non -traffic Ford C32
Y502
traffic Ford C32H
1'
S B x3 4" 20
/ / ( gpm)
Ford
24 in.
Ford no. 30 mtor
Y504
cover W RML-oni12 to lid *2
1"
3/4" (30 gpm)
Ford
Y504
24 in.
Ford no. 30 monitor *2
cover W RML-12 to lid
1"
1" (50 gpm)
Ford
24 in
Ford no. 30 monitor *2
Y504
cover W RML-12 to lid
* 1. In non -traffic area - 12" thick polyethelene plastic treated 2'x 4" with
In traffic area - reinforced concrete with 3" thick wolls
* 2. In traffic area - 3/4" x 30' steel plate with 22" dia. op pointedblue
centered opening and tar tooted both sides is to be
placed between lid and reinforced concrete box. meter cover
set 2' above
fin. grade prior
varies as required to sodding 18"
corporation
f`
stop Y stone bedding 1fS"-21' r by F.C.SA motor boa
surrounding box { j-ZI 30" deep
-� angle check Vol
31rmin. with drain valve
4 8" min. angle yoke
ball valve U
type K co er
tubing, continuous-----------------
olnts from
water... _._. _..--
without
main o meter
main b' stone bedding
METER SETTING PARTS
line
size
meter
size
y eke
an le yoke
ball valve
angle check
valve
expansion
wheel
3/4'
5 B"•3/4"
Y502
BA94-223W
HHCA94-323TD-C
EC-23
1"
J/4"
Y504
BA94-344W
HHCA94-323TD-C
EC-23
1"
1"
Y504
13A94-444W
HHCA94-444TD-C
EC-4
transition to meter
setting as required
curb do gutter
6lr00
t
ul ti
- o 0
M
1'
to back of
°
1
INSTALLATION NOTES:
sidewalk
1. Exact location of meter box assembly
f1
to be approved prior to installation.
-
2. Water service crossing street shall be
1' type
:
Y
encased in 2" dio. SCH40 PVC or
M
o
K
o
_-SOR21 piping. The piping shall run from_.._
� .type K
3/H
_
v
N
copper
�
-
one foot beyond sidewalk, across the
copper (or
street, to one foot beyond sidewalk.
single meter
1"x3/4'
installation
wye
DUAL METER INSTALLATION
5/8", 3/4" &
1" METER
INSTALLATION
Figure 5
AMENDMENT NO. 2 - APRIL 1997
ONW bkx*
trench width
Q°
Ir dia, sidlecli oode it r
H�
eel plea lNed with
cor ic$ 0 and painted T
r
1 s' dia. O
ooncrets �` t`--�
.nna.m.a Y?
anueea.I�reIL
olfaction of afsttrug to be fltpplT ved prior 10 tfmaflatlort
7
as required _ , f ftonenla pad 1'4' sq. It tl' chap
.crew, type
adjustable
valve bout
peg
mechanical pkrt
swivel tee with
J'-
n-n-n-n-n-
•
kt3
t
Ott
tr.
IIIIII�II�
41a:��N�..'a��e�11� .fit►./e
, a=1���
Source: Adapted from 19&3 Maryland C andar . for Sgil Plate 3.02-1
Frocion nA Gdim m ConLrol and Va. DSWC
SILT FENCE CULVERT INLET
PROTECTION
ElaWALL
------------ r -�---------------- ----
TOC OF FX.L I— CULVERT
I I
i
I I
I I
I I
TOE OF FILL
SILT FENCE
"OfSTAWX IS 6' MNIMUM IF FLOW
K TOWARD EMaVKMENT
FLOW
OPTIONAL STONE COMBINATION
1.a 1.N
FLAW k
2.5•
CUSS I RFRA/
VDOr /3, /357 OR /5 COARSE AGGREGATE
TO REPiACE SILT FENCE IN ' HORSESHOE " WKN
HIGH VELOCITY OF FLOW IS IXPECTED
Source: Adapted from VDOT Standard
Sheets and Va. DSWC Plate 3.0&1
concrete pad l'-6" sq• x 6' deep --I
- - - ---
----
��Fj - jr -- - - — - -----�--- --- - — - -1-�7" .i rT-.�-�.L I �%• Cp�cscrew type
d' branohablshro
\Lb Q p — - _-- s `1 box
Z �• _1
7�R' � -
g" �J X 3 I o ` _ FIRE HYDRANT ASSEMBLYlocatOf
X W Q �1 Figure peg
Ill t n Y
7oz I W
a it ` - - --i- i
i I I Z w
O - l�1} PPZ,:5--FI �_- L E GU \/ERT N
3 E-x I f E N j IC) N } general backfill— general backfill
0 ill d -Zq t } + Q SCA L '. 111 = Zo' H P-Z . Q
WATEi2-LfNE �t ul� 0 0I ± 0 I"= 9' V P-T. O.D.e" 8" O.D. 8" t to�
block
24" careful) of
L E N y compacted 24" careful compacted
X J select backfill Iect backfill
SCAL E '. I"' Zo' HoFzz. �< _ aggregate
11 stone
6"
N r T12e minitmam allowable height measured from ttheltpalope aide of the dike b 18 in (see 8"
Plate 3.09.1� O . . O
Side Slom
IhA or flatter, along with a minimum base width of 43 feet (see Plate 3.09-1).
The channel behind the dike shall have a positive grade to a stabilized outlet. If the
channel slope is less than or equal to 2%, no stabilization is required. If the slope is greater
than 2%, the channel shall be stabilized in accordance with Std. do Spec. 3.17,
j STORMWATER CONVEYANCE CHANNEL
I
�it1CI
{ 1. The diverted runoff: if free of sediment, must be released through a stabilized outlet
orchanneL
TEMPORARY SEDIMENT TRAP
CROUND
GnplHre
[lJv I A
you. root �
77
foteAvd1to1 y•wx.
rove txofH aeeHHAL
CAOU"O
ELEV. * 7ef
•set INUM I13-t CORM AOOfE01d['• civets I R/RAI
CROSS SECTION OF OUTLET
CUt!! I RIRIIM
tlReTH (ar nseTH � /S'
DIKE
COARSE AtxaftcATt
�f
L7UR
AREA / FXTE1r CLOTH ...-�
��
f -COARSE AGGREGATE SHALL eE VOOT /3, /357 OR /S
OUTLET (PERSPECTIVE VIEW)
Source: Va. DSWC
112 O.D.
I
Stone aggregate =-rate
STANDARD CONCRETE CRADLE
general backfill - general baddill
O.D. O.D.
8" 8"
24" carefully compacted carefully
rete select backfill Compacted 24"
rt select backfill
6"
D. O.D. 6*112 O.D. O•.
Y.
Ir 6"
stone aggregate concrete
CONCRETE ARCH CONCRETE ENCASEMENT
repave to 1-1/2 times saw cut to be made at
original thickness time of re
placement.
18" 8"
O.D.
8" I. . 8.
O entire trench to be
compacted 21-A
6"
V_ .D.O.T. PAVEMENT REPLACEMENT
Plat 313 2
e .
TRENCH & BEDDING
Figure 1
36" min.
valve megallug
to main
�— glut
7 sold block
(for valves 12" and larger)
GATE VALVE
t=lgure e
- i
i
\ F L+a "p
ftDG
Iz-
MAXI MUM
1L 7re
IF O X" t'i L. E IP 5, TWA 4
40 IN. THEN THE OPLossC
clr THE; FL APLC0 51De
SHAL-L"NoT EXGCMb 1:12
Gu !Clio FAA set file C7C"TA I L
FLOr
III
3, ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
II
2�_
�
i
FLGIr
EXTENSION OF FABRIC AND WIRE MO THE TRENCH.
FILTER FABRIC
III waif i
Source: Adapted from Installs inn of C raw land Fabric Filter
Barriers for Sediment Control, Sherwood and Wyant
PIPE OUTLET CONDITIONS
s A
Source: Va. DSWC
i
I
I
I
i
i
i
i
I
I i
r
C401 WW Clemoull cap with tx'W p►p
having a COunterwnk square head
Par1Na Model PA4SV-CSK (4)
PanNS Model PA63VCSK (e•)
Iw,ll.d 1
9A'h1
i
71 f o �/
auI L ET^ ievHT
• GAL
Plat
r r'
0
N
L
f_-
z
0
_
W
F
W V%
to
r
Z
v
LL
D
w
W a,
uJ
r
�
�
o
0
Plate 3.18-1 k *�
�- -
YAK,
r
ra
(r0
barrel section
__........ . __ .. 1:•:::::.:::::::.::i:::::r.::. .......... --- 6' atone boWkV
square concrete skldpid - ...••...... .....•
20-x 2a'a 1 r deep n 1. set barrel section over eximng Ilrw O
2. pour mamhoW base and even
3. rartnlNe tap section of existing sewer
aggregate base line 10 form open cha nei
( depth r ) S1SE
cleanDtA pp
t ..Ahoy sDR:t �\
I sawar rtlan NEW MANHOLE ON EXISTING LINE (,
Wye 43•band F" 14 ; 1
4
sttsts �;� it ttCtt''xitb't's�t> tit' .�. .}. (i,!�i�k�st "-_-- _ --___-_ _..._. �„.,-a.�,....,...• ..,...�+�.=�r....+,e."
6' stow baddrnp
I ,
NOTE : Where length of service lateral10 exceeds 7S
a clearnout assarrlbly sfuE be lur abed A the
I pmpsey line,
SEWERCLEANOUT
Flgun 17
r
n
L)
7
LP
CD
0
N
cT
r
F_7
z
C1
J
(-D
CD
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co
3
0
TaJdING ALL GOKNEKS ''
Erosion and Sediment Control
Erosion and sediment i >< V 06PA P-O S
����� ANt7 GfiIVT&R4 Te OE �iHer Wt=Lt7$t7 Narrative
wITH 1"'LATE9 dt;HIND WELD roIHTS InruG" ROtJbH SAWN \
1. Permanent or temporary soil stabillzatlon shall be applied to denuded areas within seven days GC DAiC r LAM r?- Proleet Description
after final grade Is reached on any portion of the sue. Temporary soil stabilization shall be
applied within seven days to denuded areas that may not be at final grade but will remain
dortnaM fa longer tban 30 days. Permanent Stabilization shall be applied to areas that are to be \ The site is located in the Stonewall Industrial Park on the comer of McGhee
left dormant for more -4 then one year. T' BM B"a( I/4" 4TE E L_ * ALL MATEPIL I A L Road, Lenoir Drive, and Century Lane. The purpose ell this
ri.AT¢7 TOP W15,r v E �` - - - - - - - - - - - - - p rpo projecil is for the
2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or ; G " No. " T ° H I NG65 '- � II I I 7S a" x I/ 4-e x Q'o" T�� r� � construction of a trucking terminal / warehouse facility with an office. The first
"acted with sediment trapping measures. The applicant Is responsible for the temporary _ \ ( / - GATE rosT �U tv10E - - - - - - - - - - phase will be a total of 52,500 sf and an additional 25,800 sf vinll be built
protection and permanent stabilization of all soil stockpiles on site as wall as borrow areas and �I soil inteMionaly transported from the project site. II
��\b,
later. This narrative will be for the 52,500 of and the proposed entrances,
3. A permanent vegetative cover shall be established on denuded areas not otherwise FRONT parking area, and trucking thruway.
permanently stabilized. Permanent vegetation shall not be considered established until a ground //// i In 4 r.°� • t:"x Co" G 6 PIA I[ FCAfTO vl F-a
cover Is achieved that is uniform, mature enough to survive and will Inhdrt erosion. �' WITH fl M~ FI GO • II I -� tarlR LAT`N tt tlsauGKiTf ` Existing I
II Ex a Site Conditions
4. Sediment basins and to ✓� .y - - - - - - - -
_ D^St yTl.. cot.u►�N � I
traps, perimeter dikes, sediment land
-dig and acts measures intended to � The site currently is a cornfield. There are no creeks, streams, ponds,
trap Medlment shall be constructed as a firs) slap In any land-dMurbkp activity and shall Da � �;� !-✓ l,s;
made functional before upsweep lard disturbance takes place. - - - - - - - -
estCrl DE wetlands, or forests, just a cornfield
S. Stabilization measures shall be applied to earthen structures such as dame, dikes and
diversions Immediatey, after installation. f- / I I G G O �� I
1- "- I T=, o I I I I Adjacent Properties
B.Sed{ment traps and sediment basins shall be designed and constructed based upon the total I I --
drainage area to be served by the trap or basin.
I I I I The adjacent properties are owned by Lenoir City Co., PolyProoessing, Allan
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of % L -_J `-
R. Knotts, Century Graphics, and Gary Wansickler.
C r1 •
drainage area and the trap shall only control drainage areas less than inns. saes. Du � �'rE e� Ga T G+ DETAIL Tolbe >t
+� z af's
b.Surface runoff from disturbed areas that Is comprised of flow from drainage areas \Solis
greater than or equal to three aces sha8 be controlled by a sediment basin. The \\
/ ( \ Y 6" s The soil conditions are taken from the USDA Soils Survey. The soils on this
J [ Bca�1ro
minimum stooge capacity a sediment basin shale be 1 cis yid per ass I .^ I 7 N O'r TO EGA L G site are ChilhOWl6 silty clay foams (IY86) and Oaklet silt IOams (#328 ).
drainage area. The oulfa9 system shell, at a minimum, maintain the stnudunl Integrity of �� -�� `' �� E �, TR-E E 5 To _ -
runthe basin during a tshelf correspond
year storm of 24-hour duration. Runoff coefficients used in -- These SOUS have slight erosion hazards and moderate to severe wetness
runoff calculations shall correspond to a Dare Berth condition a tlaoes conditions
expected to exist while the sediment basin Is utilized. �/ 8E__-1 (� (�E17._ DETA l 4..� W� E NGE A ► `�� N D g
IL �-•���� �p,�� r� when excavated.
7.Cut and nil slopes shall be designed and constructed In a manner that will minimize erosion. � _._
-- CZLIML'�fEIZ PAD ----
Slopes that are found to be eroding excessively within one year of permanent stabilization shall
be provided with additional slope stabilizing measures until the problem is corrected. 1� Erosion Control Program
8. Conurrirated runoff shall not flow down curt or fill slopes unless contained within an adequate
temporary or permanent channel, flume or slope drsln structure. 06Jr O Install silt fence
O Install construction entrance with wash rack
9. Whenever water seeps from a Mope face, adequate drainage or other protection shall be .�� 8� r e7 _ _f
e . 8 O Install culvert inlet and outlet protection
provided. '��0 - ` war. width 6 (
10. All storm sewer inlets that are made operable during construction shall be protected so that 1�9 .. - R see 1]B 584 PG 268) O Installa temporary Clear and able ait sediment trap
sedlment-laden water cannot enter the conveyance system without first being filtered or - _
f _7m$
otherwise treated to remove sediment:
.4��_
11 Before newly constructed stormwatar conveyance channels or pipes era made operations.,/'� -- _
adequate outlet protection and any required temporary or permanent channel finning shall be �i�6 1'-
installed in bah the conveyance channel and receiving channel.
12. When work In a live watercourse Is performed, precautions shall be taken to minimize e L
encroachment, control sedimtransport and stabilize the area to the greatest extent ent 1�1 , - "' - --• %
possible during construction. Nonerodible material shall be used for the construction of -`rDQJ 7 i1D _ bid _` 09
causeways and cofferdams. Earthen fill may be used for these structures if armored by X _"• �� �``�". )e
nonerodlbie cover materials. / �' 1 �� ✓ /' A P 8
watercourset3.When a live watercoursere watercourse must be crossed by construction vehicles mothan twice in any ✓ r m Lap r 2(
six-month parted, ■temporary vehicular stream crossing constructed of nonerotllbie material' n!Y At,
shelf be provided. / x
14. All applicable fed", state and local regulations pertaining to working in or crossing live ^ry! \ r°` 1mm1 A
watercourses shall be meL r% / In
15. The bed and banks of a water course shall be stabilized immediatelyafter work In the x� Q y r � t^ a i A P �� I F'F
watercourse is completed.
Ar
18. Underground utility lines shall be installed In accordance with the following standards in aro
f rot�i NGG{ G
addition to other applicable Wails: I
a. No more than SaXi linear feel of trench may be opened at one time. A p \
b. Excavated material shall be placid on the uphill side of trenches.
C. Effluent from dewalering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged In a manner that does not adversely A f p ., �...
affect flowing streams or off -sue property.
d. Material used for beckfilling trenches shall be property compacted in order to Minimize
erosion and promote stabilization. Ot Jet' 17[J LGC r
7 r3rLlSi
e. Restabilizatlon shall be accomplished In accordance with these regulations. 16\ '1�
f.Applicable safely regulations shall be compiled with. COO Ip \ \\ Ap /
17. Where construction vehicle access routes Intersect paved or pudic roads, provisions shall be 0
f sediment vehicular tracks onto the ed surface. When /
made to minimize the transport o sad eM byrag paw
sediment is transported onto a paved or public road surface, the road surface shall be cleaned \
thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling Or bap +
sweeping and transported to a sediment control disposal area. Street washing shall be allowed a + , AP
only after sediment Is removed in this manner. This provision shall apply to Individual \ QP / G
development lots as well as to larger land -disturbing activities. -
s.
18.AII temporary erosion and sediment control measures shell be removed within 30 days after I All-,f'(
L ` L
final site stabilization or after the temporary measures are no longer needed, unless oth@PWU n V bap + / / G x i si' 1 Vt G} �1�+=G'!j -i re VK4 (rl 1-4 A ( C �i 5
authorized by the local program authority. Trapped sediment and the disturbed sal areas as i 4 is �% J
resulting from the disposition of temporary measures shall be permanently stabilized to prsvem P
further erosion and sedimentation
19. Properties and waterways downstream from development sites shall be protected from
sediment deposition, erosion and damage due to Increases In volume, velocity and peak flow L f F_ 1J1 14
rate of stormwater runoff for the staW frequency storm of 24-hour duration in accordMroa With
� v
the following standards and criteria:
4 l�nd�ca �� rag l�'�e rr
e r L3rld�l�g Ca IiohS cart
Z/
% A Fte, seA Arlsfoe_-rof Pear
`'�'f a f
Total Trees u,ircci ' 8 Tof-c� (Trees
� n o
r \ P r All )
p- j e / ( rn �►y w i (� f treks fc f� a wart I h `I fx r f Z "- Z' z" a f (1 Min
Bo J r Seeding Schedule -0G0 rjCG . 3. 32 0 u \� I ,�
�/ e r T Va. ErO� a In A �7cd iwt en f Goh+f-d Ha vtcS � of P (a vL�1 °vL g J
1. Topsoil will be spread at a minimum depth of 4".
-� .. -•- -, n 2. Pulverized agricultural limestone will be incorporated
a. Concentrated stortnwalar runoff leaving a development site shall be discharged7HA E Z \, r -1,
` r / S� po fed into the soil
directly into an adequate natural or man-made receiving channel, pipe or storm sewer P��1 �lEP e'" " . . f/7t,
° �, / at a of 92 lbs per 1000 sf ( 2 tons per acre). 1-! e �I"of�oSed vergree art I-{ C rig e
system. For those sties where runoff is discharged into a pipe system, downstream
stability analysesa s
at the outfoll of the pipe or pipe shall be performed. coNS3. Fertilize with 10.10-10 at a rate of 2316s per 1000 sf (1000 lbs per
-CRc.1GG'TIoN p
b. Adequacy of all channels and pipes shall be verified in the following manner, EN-CRA N GE \
acre). "Taxes �a�ca+a rr (EvLgllsk Yew
1) The applicant shall demonstrate that the total drainage ores to the point of W 1 W A �f H "G 4 c CZ)`: °°�Y 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33•/. l
anatysis within the channel Is one hundred times greater than the contributing IF- R�,QtJ ( ILA p �f` \ O t Sercia Lespedeza. �O�a I I �i (�l rubs, a Vl C'4
5. Straw mulch will be applied to all seeded areas at the rate of 3500
drainage area of the project in question: of
a
Z) a) Natural channels shall be analyzed by the use of a two-year storm to 0y`
arf. fall of fists of Plavtfivt9.
/ lbs per acre and anchored with cutback, or emulsfied asphalt
verity that stormweter will not overtop channel banks nor cause erosion
of channel bed or banks; and e� a applied at a rate of 200 gallons per acre.
b) All previously constructed man-made channels shall be analyzed by @ ,+
the use of a ten-year storm to verity that slormwater will not overtop its
banks and by the use of a two-year storm to demonstrate that (Z' f/
stormwater will not cause erosion of channel bed or banks; and
c) Pipes and storm sewer systems shall be analyzed by the use of a ten• ;`�O� \•\ `
s Eros l oh GQ h d C7e (d i W 0 V1
year storm to verify that stormwater will be contained within the pipe or 63 7O
system. Maintenance Program
c. If existing natural receiving channels or previously constructed man-made channels or i � yI-
pipes are not adequate, the applicant shall: (,/ �s I �� Leg e v� cl
1. The contractor will inspect all erosion and sediment control measures after each -TT
/
1) Improve the channel to a condition where a ten-year stone will not overtop the
banks and a two-year storm will not cause erosion to the channel bed or banks;
or
2) Improve the pipe or pipe system to a condition where the ten-year storm is
contained within the appurtenances; or
3) Develop a site design that will not cause the pre -development peak runoff rate
rom a two-year storm 10 increase when runoff outfalls Into a natural channel or
will not cause the pre -development peak runoff rate from a ten-year storm to
increase when runoff outfalls into a man-made channel; or
4) Provide a combination of channel improvement, stormwater detention or
other measures which Is satisfactory to the pan -approving authority to prevent
downstream erosion.
d. The applicant shall provide evidence of permission to make the Improvements.
LAll hydrologic analyses shall be based on the existing watershed characteristics and
ultimate development of the subject project.
f. If the applicant chooses an option that includes stormwater detention he shall obtain
approval from the locality of a plan for maintenance of the detention facilities. The plan
shall set forth the maintenance requirements of no facility and the person responsible
for performing the malntener".
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy
dissipater shall be placed at the outfoll of all detention facilities as necessary to provide
a stabilized transition from the facility to the receiving channel.
It. All on -sue channels must be verified to be adequate.
I. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent
property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to
a detention facility.
J. In applying these stormwater runoff criteria, individual lots or parcels in a residential,
commerct or industrial development shall not be considered to be separate
developmM projects. Instead, the development, as a whole, shall be considered to be a
single development project. Hydrologic parameters that reflect the ultimate development
condition shall be used In all engineering calculations.
k. All measures used to protect properties and waterways shall be employed In a manner
which minimizes impacts on the physical, chemical and biological integrity of rivers,
streams and other waters of the state.
(EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00)
deficient areas will
construction
will he inctallerl
\ PHA E
trir'ti a(l�
DD
1
Erosion and Sediment Control Notes
1. All vegetative, structural erosion, and sediment
control practices will be constructed and maintained
according to minimum standards and specifications
of the Virginia Erosion and Sediment Control
Handbook and Virginia VR 625-02-00 Erosion and
Sediment Control Regulations-
2. The contractor will install the silt fence,
contraction entrance, a temporary sedirnernt trap,
and inlet protection for culverts as shown on the; site
plan prior to or as a first step in clearing.
3. Within seven days of reaching final grade, the
contractor will install permanent seeding to
disturbed areas.
4, The contractor will contact the plan approving
authority one week prior to commencement of land
disturbing activity and one week prior to the foul
inspection.
S The contractor is responsible for installation of
NU additional erosional control measures necessary
to prevent erosion and sedimentation as determined
by the plan approving authority.
6. A copy of the approved erosion and sediment
control plan will be maintained on the site at all
times by the contractor.
7. The eontisctor is responsible for drainage of all
disturbed areas to sediment control nkaurea at all
times.
8. The contractor will inspect all erosion control
measures penodical)y &W after each runoff
producing rainfall event. Any necessary repairs or
cleanup to maintain the e$bctive ness of the erosion
control devices will be made iminediately.
Ip Pr`o�eci I � lei Profec�IoV1
OproPoSc� oufl�f j�rof�+loll
OF�o�sed Gonsfrucflo� �vLfrGt�tGc
sF �ro�o,�d �l l4- �Gvtce
�T s✓i -opos� d Tcm p . 5 e, ► vwc n � TrcI P
ap pro d Tr=►"F. Dl�er�l b� fie
E U5EP FOrz
L.-A N [25CA F I N G
AND EROSION AND
5 E P I M E C 0 N TI�
ON L'( 0/
Z_
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DATE: 8/16/97
SCALE: 1 " = 40'
DESIGNED BY: AS-MDS
JOB NO. 5987
SHEET OF
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TM 43-19-13
CsARY VANSICKL
D5 524, PCs 21
ZONE : M-1
USE 44
SAN. M.N.
TOP=111.53`.
12" IN=�0.05
12" OUT=699.91
8" IN =100.10 `
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BENCHMARK: 3 SPIKES SET IN POLE
P.E. SYSTEM "N68280
ELEVATION = 111.13
SAN. M.N.
TOP=710.54
IN =101.32
i OUT=101.20
' WATER
VALVE
SAN. M.H. FA -
,'TOP=108.56
12" IN=701.00 'Y TM 43-19-1
12" OUT=100.86 LENOIR CITY CO.
f, .5" IN=700.95 DB 60l, PG 255
ZONE :M-1
\ EX. EP - . s/GyT ` TO wE� USE :CONFIELD
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DB 681, PC 614 _ --'- -
ZONE . M -1
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USE MANUFACTURING
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DATE: 7/10/98
SCALE: 1
" = 40'
DESIGNED
BY: Oates
JOB NO.
5987
SHEET
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GENERAL NOTES VDOT GENERA. NOTE. LEGEN VICIlTV MAP z ",t
EXISTING INTERMEDIATE CONTOUR 33 W r � o \
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1. Methods and materials used in the construction of the improvements herein shall conform 'to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 0 rSTONEVVA L _INDUSTRIAL /I w z N
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion --- - - -- -- - -- --3 C 7 �, a N 0
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 J Z c •-
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a licable. In the event of conflict between an of these standards, specifications or EX E�P d PA` o �14 W a .a, cO rn
must be provided prior to issuance of the site development permit. The approval of these plans in no way PP y P EXISTING EDGE OF PAVEMENT -- _--
p p P P PP P Y lans, the most stringent ent shall govern. -P _._. _
P 9 9 PROP E/P w '� �� `'c W � a\ ! � = > � cv
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT ,, P Q = Ln ,
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Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G q �� z a`�, o 0
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. F�' w a, - Ln
P PROP C&G - a
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER x
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, �^ / - a� Q
4. Approvalrequired �nderthis
SPate awes not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CC-6 TO CG-6R CG-6 CG-6R \p r C 7 I - w
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's cn
EXISTING TELEPHONE LINE .5 °� A, �, o
" Januar 1994 or latest edition of Road & Bridge e Specifications, Section 104.04-C.---------------------- � F -�-
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held Y> ( ) 9 P� t~
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T aq1G1� N �/� d. S '2 c
V4. Design features relating to construction or to regulation, control and safety of traffic may ��. RTE. 37 T C a� L
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be 9 9 9 Y Y EX. 15 RCP �2T 3 c �
" be subject to change as deemed necessary b VDOT. EXISTING STORM SEWER - L.�-w=�--�
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to J 9 Y Y -- 2 w N
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP - REveu
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER --------
representative-
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way.
of the developer must be available at all times. EXISTING SANITARY ���� ,�
P V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER - - -- - - - -- -- - - --- - -- --- - �?f_; EEf INDtE � �Q
7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic -
g g arranged and held by the engineer and/or developer with the attendance of the yam- o Lu J>
Control Devices (MUTCD). EXISTING ELECTRIC SERVICE - COVER SHEET SHEET 1 OF 5 _ > Q o
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
8. All unsuitable material shall be removed from the construction limits of the roadway before. placing PLAN SHEET 2 OF 5 `N L` o o a
PROPOSED ELECTRIC SERVICE P T o® � a `' Q
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROFILES AND DETAILS SHEET 3 OF 5 y .tea o
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE Q >
inspection. LANDSCAPING AND SHEET 4 OF 5 � � o w Q o
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. P EROSION &SEDIMENT CONTROL o v_ >
PROPOSED GAS LINE � �
REVISED SITE PLAN 7/10/98 SHEET 4 OF 5 Q o w Q Q
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the �- o
adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE - - N > Q >o
on the plans and as required at the field inspection. J P Y 9 > o E :2
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Z w o
FLOW LINE
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties erties affected b this project shall be maintained _ - # -# ! r- Q o U_
be minimum 6" diameter and conform to VDOT standard SB-1. P P y P J a EC 3 i P l f < a- o' a
through construction. FENCELINE �---��--�----�--~�-----�---~-'�----�---~-�---=��----- Q a_ w Cf)
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE LOT SHOWN LOT 31 - STONEWALL INDUSTRIAL PARK O z UJ 0 U? Q
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during � w
one litter receptacle shall be provided at the construction site. q 9 9 z U) Q U >_
and at the end of construction. EXISTING TELEPHONE POLE > MAGISTERIAL DISTRICT GAINESBORO O w Li
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to N > o
___.�________.�_._.__;�L�___.�_....._.__ PARCEL IDENTIFICATION N0. 43 -19 - 48 �
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE ---- Q
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w w T w LOT AREA 6.6358 ac
condition at all times. DISTURBED AREA 6.5 cc
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT CURRENT ZONING M1 p
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that CURRENT USE CORNFIELD
sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE --- --------- {� _-__.. ___.______ CJ
PROPOSED USE (42) - MOTOR FREIGHT TRANSPORTATION
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER AND WAREHOUSING WITH AN OFFICE Q Z
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER z Z W
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER --- C' w SETBACKS - BUILDING: CORNER LOT PARKING: FRONT: 25' 0 w z Z - z z
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All 'roadway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall 6 ' w O Y
FRONT: 75' SIDES: 5 (� w _O O
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN SIDES: 25' (50' per BOCA for this use) � O 1 N � Q
utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) W U O O Z
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT � U U m -�
�- Q Q Z
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND,OR JURISDICTIONAL BUILDING HEIGHT: MAXIMUM = 60 PROPOSED = less than 60 with final design Z Q Ca Z
STANDARD AMP CONSTRUCTION :3
result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to SIGNS: PLACED ON BUILDING O p Z O
18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR Al2 W_ W_ p
g g p p INDICATES THE NUMBER OF TYPICAL PARKING SPACES OUTDOOR LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4) � W � p/ -J Q W_
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD TEST PIT LOCATION and UD underdrains shall be installed where indicated on these plans OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED
O .4 m Q
development permits. �;;,.
19. The developer will be responsible for the relocation of any utilitiesand further where determined necessary by VDOT Inspector. which is required as a result of his F.A.R. CALCULATIONS
ro ect. The relocation should be donprior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way REQUIRED = 1,0 TOTAL PARKING CALCULATIONS W r tlJ cA
p e J P HANDICAP PARKING H /C � r
shall meet VDOT minimum design standards and is the developer's responsibility. PHASE 1 - PROP BLDG. 52,500 � 1-
/289 057 = 0.18 ~ � a' � a'
20. These plans identify the location of all known gravesites. Gravesites shown on this plan whi be protected PHASE 2 - PROP BLDG. + EX = 75,500 = 0.27 OFFICE 1 /250sf = 10 SPACES Q
in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, _copies of all invoices for materials within VEHICLES PER DAY COUNT 100 WAREHOUSE = 1 PER EMPLOYEE
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to INITIAL
PROPOSED BUILDING ENTRANCE •� ;
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices `may be obscured. ?: LANDSCAPING CALCULATIONS
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. �, * INTERIOR REQUIRED * TOTAL EMPLOLYEES = 90
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement -, - TOTAL REQUIRED = 90 SPACES
markings must be installed b the developer or, at VDOT's discretion, EXISTING STREET LIGHT 1 SHADE TREE PER 10 SPACES = 4.1
22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard g Y P by VDOT on an „ 91 SPACES PROVIDED -�
p Y Y P GREEN AREA = 5% OF PAKING LOT = 598 sf �
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered account receivable basis. + o
p PP Y Y 9 PROPOSED STREET NAME SIGN * * HANDICAP PARKING
y�
professional engineer and results submitted to Frederick Count prior to pavement construction. If a INTERIOR PROVIDED
geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT -- ---- - 4 SHADE TREES 1 PER 25 = 4 SPACE REQUIRED
mi GENERATION 770 sf OF GREEN AREA HANDICAP VAN ACCESSIBLE SPACES PROVIDED = 2
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 * EXTERIOR REQUIRED * HANDICAP ACCESSIBLE SPACES PROVIDED = 2 W
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement 1 SHADE TREE PER 40' OF PARKING LOT
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines CLASS USE GROSS sf No. OF EMPLOYEES TRIP RATE VPD STORM DRAIN STRUCTURE IDENTIFIER 18 PERIMETER = 560' / 40' = 14 TREES LOADING SPACES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 3' HEDGE BETWEEN R/W AND PARKING LOT REQUIRED: 1 PER 40,000 SQ. FT.
750 OFFICE 2500 11.4 sf 219 * 11 DOCKS PROVIDED
150 WAREHOUSE 90 3.89 PER EMPLOYEE 350.1 EASEMENT LINE - - - - - - - - - - * EXTERIOR PROVIDED * * 1 GROUND LEVEL �I
14 SHADE TREES GARAGE DOOR CO
Water/Sewer: Frederick County Sanitation Authority CENTERLINE 3' EVERGREEN HEDGE PROVIDED 9
P.O. Box 1877 TOTAL 569.1
Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0
ADDITIONAL (7/10/98)
(540) 868-1061 PROPOSED SPOT ELEVATION 12 5 LANDSCAPING CALCULATIONS
Phone: Bell -Atlantic * INTERIOR REQUIRED *
P.O. Box 17398 (�
EXISTING TREE DRIP LINE �--- ,�.-,..���--�-� �-�..�---��--`�--�-°--��_-�-�-�,-'
1 SHADE TREE PER 10 SPACES = 6 U
Baltimore, MD 21297 v`
GREEN AREA = 5% OF PARKING LOT = 987 sf
(301) 954-6282 MISS UTILITY 1-800-257-7777 F S C ��ST ("TION OTE, EXISTING TREE '' n * 6 SHADE TREES * O � �+'
,u .S 15 OAK = I-� 15 PINE INTERIOR PROVIDED +) r� 43
Power: Allegheny Power OAK 1000 sf OF GREEN AREA O 'b
P.O. Box 1458 PROPOSED TREE
* EXTERIOR REQUIRED * O
MID1. Water and sewer lines are to be constructed in accordance with these Ions. The lines 1 SHADE TREE PER 40' OF PARKING LOT
Hagerstown, 33 21741 shall additionally meet all requirements of the Frederick County Sanitation Authority. O O
1-800-654-3317 PERIMETER = 430' / 40' = 11 TREES 44 (d 00
3' HEDGE BETWEEN R/W AND PARKING LOT 'FINA1_ '' ;�s :': _`: O 0 x
Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. * EXTERIOR PROVIDED * � N �+
P.O. Box 2400 11 SHADE TREES ��� s <9 9 O
Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the , �,, s E._�
(540) 869-1111 Authority's inspector. 3 EVERGREEN HEDGE--c-p-------- 4
4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch,,
diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and far side rH i A�J c"J
sidewalk.
O
5. The Sanitation Authority maintenance department is responsible for the installation of -a
water meters. Before a permanent meter is set, they require; 1) the frame and cover to U MARK D. SMITH Project Name: (Revision 3-Parking Ex�nasion) Project Number:
be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to b No.022837
the final grade of the lot; 3) the distance between the top of the cover and the yoke barj®J Gilpin
5987
between 18 and 21 inches; and 4) all components of the meter box assembly to be in O fr
proper working order. It is the developer's/conctractr's responsibility to have the meters / �yti
box assembly installed correctly. ZONAL Magisterial District: Date of Plan: (Month, Day, Year)
6. The Sanitation Authority shall install all water and sewer services that connect to existing Gainesboro 8/15/97
lines. The location of the tap and the termination point of the lateral are to be
coordinated with the Authority's assistant engineer. An applicaton for services must be Owner: Address, Including Zip Code & Telephone No.
made and fees paid. PROFESSIONAL SEAL & SIGNATURE 30 Ricketts Drive
Thomas T. Gilpin Winchester, VA 22601
7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE WITH (540) 678-1110
for and make the tap. The contractor must make application for and pay the cost of FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No.
this work. ORDINANCES. ANY DEVIATION OR CHANGE
36 Ricketts Drive
IN THESE PLANS SHALL BE APPROVED BY Ricketts Construction Co., Inc. Winchester, VA 22601 _
8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. THE ZONING ADMINISTRATOR PRIOR TO (540) 662-4164 DESIGNED BY: GRO
CONSTRUCTION.
9. A double check valve backflow prevention assembly is to be installed on any line (fire or Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 151 Windy Hill Lane JOB NO. 2067
or 1013. If the assembly is mounted inside a building, a remote readout is required. Greenway Engineering Winchester, VA 22602
(540) 662-4185 SHEET 1 OF S
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CURVE DATA
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3190'
NM S3'54"E 55.02'
C2
19'05'31"
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229.94'
11605'
N36'48'20"E 228,,W'
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85003'33"
50z0'
1423'
45.86'
N69041'17E blfo&
C4
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9c34.W'
35105'
11131'
611041'25 "E 34S.23'
C5
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914.W'
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146.48'
518'48'OTE 28928'
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IDATE: 8/16/97
SCALE: 1 " = 40'
DESIGNED BY: AS-M")S
JOB NO. 5987
SHEET Z OF <"'-
GEZo55 SEG7'loN
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"
'<
is Ineltea
I = 4 V E t-- I + — r The minimum allOwituie height measured In the upslope side m a (sea
.J Plate 3.09.1).
i
Source: Va. DSWC Plate 3.W1
I Side Sloops
i
1%:1 or flatter, along with a minimum base width of 4.5 feet (see Plate 3.09-1).
Grade
The channel behind the dike shall have a positive grade to a stabilized outlet. If the
i channel slope is less than or equal to 2%, no stabilization is required. if the slope is greater
than 2%, the channel shall be stabilized in accordance with Std. do Spec 3.17,
STORMWATER CONVEYANCE CHANNEL
Outlet
1. 711e diverted runoft, if free of sediment, must be released through a stabilised outlet
or channel.
TEMPORARY SEDIMENT TRAP
104
omceWL
cRouN•
ELCv.
I,Q
M3Sw. ro.r---
ttox•VAMuf y"Wx
FLMIt t1.0111 ON= V.
cRa'".
ELEV. * 7or
•SK RUM 113-1 coom AOMMMCLASS r R~
CROSS SECTION OF OUTLET
MSS I RI~ u f1eM i•I From /s r
'0
01 COARSE
��
OrAVA
AFTAM / FILTER CUM ��
~COARSE AGGREGATE SHALL BE VOOT /3, /357 OR /S
OUTLET (PERSPECTIVE VIEW)
Source: Va. DSWC
Plate 3.13-2
METER BOX HARDWARE
SERVICE
METER
PIPING
METER SIZE
YOKE i
BOX *1
METER BOX COVER
DIA.
DIA.
3/4"
5/6" x3/4" (20
Ford
18 in
non -traffic Ford C32
gpm)
Y502
traffic Ford C32H
1"
5/t3" x3/4" (20 gpm)
Ford
24 In.
Fono. 30 monitor
Y504
erdr W RML-12 top lid *2
cov
1"
3/4" (JO gpm)
Ford
Y504
24 in.
Ford no. 30 monitor
cover W RML-12 to lid *2
1"
1' (50 gpm)
Ford
24 in.
Ford no. 30 monitor *2
Y504
cover W RML-19 to IId
1. In non -traffic area - 12" thick P I eth l ne pla
stic
In traffic area -reinforced concrete with 3" thick walls treated 2"x 4" with
* 2. In traffic area - 3/4" x 30" steel plate with 22" die. top pointed bus
centered opening and tar coated both sides is to be
placed between lid and reinforced concrete box. meter cover
set 2" above
hn. grade prior 1 B"
varies as required to sodding
corporation r�
stop 3" stone bedding 1B" -21" meter by F.C.SA meter boll
surrounding box I"I deep
---� ongle check val
36"min. with drain valve
4?' 8" min. angle yoke
_IL I boll valve tJ
t eKco -. L
tubing, continuous
without joints from
water main to meter - - 2 ft.
main 6" stone bedding
METER SETTING PARTS
line
site
meter
size
yoke
an le yoke
ball valve
ongle check
Volvo
expansion
wheal
3/47
S 9"x3lC
Y502
BA94-223W
HHCA94-323TD-C
EC-23
1"
31e
Y504
aA94-344W
HHCA94-323TD-C
EC-23
1".
1"
Y504
BA94-444111
HHCA94-444TD-G
EC
transition to meter
setting as required
curb do gutter
street
,n ul
0 0
to bINSTALLATION
NOTES:
sidewalk
1. Exact location of meter box assembly
to be approved prior to installation.
2. Water service crossing street sholl be
JK.
1typeencased
K
in 2" dio. SCH40 PVC or
copperSOR21
piping.-The.piping shall run from___314" ty
9one
foot beyond sidewalk, across the
copper
street, to one foot beyond sidewalk.
single minstallati/4"
wye
DUAL METER INSTALLATION
5/8" , 3/4" &
1" METER
INSTALLATION
Figure 5
MENDMENT NO. -2-'= APRtt. 1997
111'" black
tt.rter; rrtam
n O
Willits. atita h ' 40 r
steal pipe tiled with
concrete and patr11t1M T
"NOW O Ia" O
te"dle.
ee rant
�uasc.�Tea
to, ectbn Of wring to be approved prior t0 M1afallatlOn
I
i
MTuirN oaLoreta pad 1'4' eq. x a" Beep
,
1i " " 2min. - 5mall.
ilh y
I so froor type
h I adjustable
Hone i atone to be mlrtknum valve bar
rof S' above lop of base beator Pp
• i,il j 1if fe
• a • • �%, • ti� I' li •►� �'{{�?vi i�ti.i-��'r{r��.i:..�'r`r.r: '.(
lTlecflanlcal j1>irs
1 eltliVel Tee with
S •• .` ft" brareoll
FIRE HYDRANT ASSEMBLY
Figure 9
general backfill general backfill
O.D. 8" O.D.
Ir
24" carefully compacted 24" carefully compacted
select backfill lect backfill
stone 6,
6" aggregate •.•
.O.•:• •.:0. 1/2O.D.
6' G
stone aggregate - concrete
STANDARD CONCRETE CRADLE
general backfill general backfill
O.D. O.D.
8" 8"
24" carefully compacted Carefully
:rate select backfill compacted 24"
select backfill
D. •O : O.D
1/2 O.D. . ,O
Ir 6"
stone aggregate concrete
CONCRETE ARCH CONCRETE ENCASEMENT
repave to 1-1/2 times saw cut to be made at
original thickness
time of replacement.
18" 8"
O.D.
8, 8,
O entire trench tobe
compacted 21-A
6"
V.D.O.T. PAVEMENT REPLACEMENT
TRENCH & BEDDING
Figure 1
STONE/ /ENTRANCE
SIDE ELEVATION
.r
(IIIIIIII�
Th•�
4r ri'
.••�•�
�?
TD
PLAN VIEW
7"<P"S
ECT
E •
�y
SECTION B-B
SILT FENCE CULVERT INLET
PROTECTION
Ew.wr.
P
711
_ ,
3
r�
X
Source: Adapted from Installstion of Straw and Fabric Filter a )
Barriers for Sediment Crontrint Sherwood and Wyant Plate 3.05-1
V T---------------
- ----
------------T
Toe Or FILL-1
CULVERT
1
,
I I
I ,
-----------------------,-- --- ----- ----
TER or ru
SILT FENCE
"DISTANCE IS a' IAWUU4 IF FLOW
1 IS TOWARD ElAaAWMENT
FLOW
OPTIONAL STONE COMBINATION
IA Ltv
FLOW X
2.5'
CLASS I R~
" VOOT 03, 1357 OR /5 COARSE AGGREGATE
TO REPLACE SILT FENCE IN • HORSESHOE • WHEN
HIGH VELOCITY Or FLOW 15 EXPECTED
Source: Adapted from VDOT Standard
Sheets and Va. DSWC
Plate 3.08-1
WWI—
sidpistabits valve
y�,y�tHvalve megalugto main
+ll
.IM'TII. • �. J3I4
thonst 18, to 24"
(for valves 12' and largoer)
GATE VALVE
Figure 8
ilt➢��) !!� �ilrl � YJ �xJh. anx±?�ix�;
\ FLAFLEP
♦(DG
I�-
MATGI MU M
IO6.ore
IF "K" IS LEtS TH.nrl
40 iN. THEN THE evL.oPG
vllr TH& FL-APECO 51DI5
%HAL-L-HNoT EXGCtIlD I:12 .
cu Pegb wA Nt P Pr -TAIL.
I
t
i �
I
i
!
C
Z
�
N
Z^
WN
Z
�
z
Q
N
v
LL
t
ill
tt1 EL
U)
.
r
Source: Va. DSWC Plate 3.18-1
711
gA� ,
s
.Y
T
1
7• low/ '
dUl ET^iL IGHT
NO GALe
Cog Iron deanolA cap with Gass plug
hiving a counterswsc square Matt
Parn•a Model PAIISV-CSK (47
'
Iii 'graft-
Pa Model PAeSV-CSK (•1
_... -_
square mrlcrelA elitd pod
1
I
20k 20k 12• dNp
aggre0at• boss
(depth 3• )
clearoul ppe
SOR 21
-te.rll.ey-
o sswerrrWn
wye
45' trend
or Slat bedding
NOTE: Where length of service lateral b exceeds 76
a cieanoul assent* shall be furnished at the
Ij
I property line.
SEWER CLEANOUT
FIa111e 17
)
not
rrel section
•................. iatiEriiiittr •sirs ::.tiff—'—
e• stone bedding
et barrel section over existing Me'x.
O
,our hlaNlols base and me"
sour• on speech o1 nxistirq sewer
rw to bml open tharr,M
2QQJXNX
i
ANHOLE ON EXISTING LINE
Figure 14
t
Erosion and Sediment
Control Standards
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days
after final grade Is reached on any portion of the sae. Temporary soil stabilization shall be
applied within seven days to denuded areas that may not be at Mal grade but will remain
dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be
left dormant for more than one year.
2. During construction of the project, soil slockpiles and borrow areas shall be stabilized or
protected with sediment trapping measures. The applicant is responsible for the temporary
protection and permanent stabilization of all soil stockpiles on site as wed " borrow are" and
soil intentionally transported from the project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established until a ground
cover Is achieved that Is uniform, mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment banters and other measures intended to
trap sediment shall be constricted as a first step In any land-disturbig activity and shall be
made functional before upsweep land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as (fams, dikes and
diversions immediately after installation.
B.Sediment traps and sediment basins shall be designed and constructed based upon the total
drainage area to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of
drainage area and the trap shall only control drainage are" less than three acres,
b.Surface runoff from disturbed are" that is comprised of flow from drainage areas
greater than or equal to three acres shall be controlled by a sediment basin. The
minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of
drainage area. The outfall system shall, at a minimum, maintain the structural Integrity of
the basin during a twenty-five year scorn of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those conditions
expected to exist while the sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion.
Slopes that are found to be eroding excessively within one year of permanent stabilization shall
be provided with additional slope stabilizing measures until the problem is corrected.
S. Concentrated runoff shall not flow dam curt or fill slopes unless contained within an adequate
temporary or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be
provided.
10. All storm sewer inlets that are made operable during construction shall be protected so that
sediment -laden water cannot enter the conveyance system without first being filtered or
otherwise treated to remove sediment:
11 Before newly constructed storrwater conveyance channels or pipes are made operations.,
adequate outlet protection and any required temporary or permanent channel lining shall be
Installed In both the conveyance channel and receiving channel.
12. When work In a live watercourse is performed, precautions shell be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest extent
possible during construction. Nonerodible material shall be used for the construction of
causeways and cofferdams. Earthen fill may be used for these structures if armored by
nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in any
six-month period, a temporary vehicular stream crossing constructed of nonerodible material
shall be provided.
14. All applicable federal, state and local regulations pertaining to working In or crossing Ile
watercourses shall be mat.
IS, The bed and banks of a water course shall be stabilized immediately after work In the
watercourse is completed.
16. Underground utility lines shall be installed In accordance with the following standards in
addition to other applicable criteria:
a. No more then 500 linear feet of trench may be opened at one time.
b. Excavated material shad be placed on the uphill side of trenches.
c. Effluent from dewslerirg operations shall be fiitered or passed through an approved
Sediment trapping device, or both, and discharged In a manner that does not adversely
affect flowing streams or off -sae property.
d. Material used for backfildrg trenches shall be property compacted in order to minimize
erosion and promote stabilization.
e. Restabilizabon shies be accomplished In accordance with these regulations.
f.Appligae safety regulations shall be complied with.
17. Where construction vehicle access routes Intersect paved or pudic roads, provisions shall be
made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where
sediment Is transported onto a paved or pudic road surface, the road surface shall be cleaned
thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling ar
sweeping and transported to a sediment control disposal area. Street washing shall be allowed
only after sediment Is removed in this manner. This provision shelf apply to Individual
development lots as well as to larger land -disturbing activities.
18.AII temporary erosion and sediment control measures shot( be removed within 30 days after
final site stabilization or after the temporary measures are no longer needed, unless othettiihe
authorized by the local program authority. Trapped sediment and the disturbed sal areas
resulting from the disposition of temporary measures shall be permanently stabilized to prevent
further erosion and sedimentation.
19. Properties and waterways downstream from development saes shall be protected from
sediment deposition, erosion and damage due to Increases In volume, velocity and peak flow
rate of stornwater runoff for the stat" frequency storm of 24-hour duration in accordance with
the following standards and criteria:
a. Concentrated storm water runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. For those saes where runoff Is discharged into a pipe system, downstream
stebidly, analyses at the outfall of the pipe or pipe system shall be performed.
b. Adequacy of all channels and pipes shall be venMd in the followdng manner:
1) The applicant shall demonstrate that the total drainage area to the point of
analysis wtthln the channel Is one hundred times greater then the contributing
drainage area of the project in question: or
2) a) Natural channels shall be analyzed by the use of a two-year storm to
verity that stormwater will not overtop channel banks nor cause erosion
of channel bed or banks; and
b) All previously constructed man-made channels shall be analyzed by
the use of a ten-year storm to verity that stormvater will not overtop its
banks and by the use of a two-year storm to demonstrate that
stormwater will not cause erosion of channel bed or banks; and
c) Pipes and storm sewer systems shall be analyzed by the use of a ten-
year storm to verify that stormwater will be contained within the pipe or
system.
c.N existing natural receiving channels or previously constructed man-made channels or
pipes are not adequate, the applicant shall:
1) Improve the channel to a condition where a ten-year storm will not overtop the
banks snd a two-year storm will not cause erosion to the channel bed or banks;
or
2) Improve the pipe or pipe system to a condition where the ten-year storm is
contained within the appurtenances; or
3) Develop a site design that will not cause the pre -development peak runoff rate
rpm a two-year storm to increase when runoff outfalls Into a natural channel or
will not cause the pre -development peak runoff rate from a ten-year storm to
increase when runoff outfalls into a man-made channel; or
4) Provide a combination of channel improvement, storrtwater detention or
other measures which Is satisfactory to the plan -approving authority to prevent
downstream erosion.
d. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development of the subpd project.
I. If the applicant chooses an option that Includes slormwater detention he shall obtain
approval from the locality of a plan for maintenance of the detention facilities. The plan
shall set forth the maintenance requirements of the facility and the person responsible
for performing the matrtens ngs.
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy
dissipaters shad be placed at the outfall of all detention facilities as necessary to provide
a stabilized transition from the facility to the receNing channel.
h. All on-ste channels must be verified to be adequate.
I. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent
property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to
a detention facility.
j. In applying these stormwater runoff criteria, individual lots or parcels in a residential,
commercial or industrial development shall not be considered to be separate
development projects. Instead, the development, as a whole, shall be considered to be a
single development project. Hydrologic parameters that reflect the ultimate development
condition shall be used in all engineering calculations.
k. All measures used to protect properties and waterways shall be employed in a manner
which minimizes impacts on the physical, chemical and biological integrity of rivers,
streams and other waters of the slate.
(EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00)
C-)
TUBING ALL 4.0KNESE5
AND CENTERS To 05 9Hor WSLMO
WITH rLATE9 BEHIND WELD r4PIHT9 I"J(&" KVUCPN SAWN
�- 06DA1C rLAH K!%_
6"V 9OX I/4" 4TF,8L- 11 I I I I 1 1 I I I I I I I I I I I I I � 4c ALL MATEPZIAL
PLdTG'MT" HIEHG6S
Co"H.P.. IVE t I T6 3ax l/�4-" x 7l60"-TEXCA--re%>
- \ - / GATG t'5T
II
" e
G x Co 4:;6 DAC roST9 II I /� - itrAK LATH s 6C�16KiT4f
WITH flt.I~04 Go • oK
pci 4iTL. COLUMN r -
DAS6
Cr CA v E
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tau �:t MTE 1Z GATE D e -rA I L.- -
(NoT To 56A LE
708
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Maintenance Program
1. The contractor will inspect all erosion and sediment control measures after each
rainfall and at least daily during prolonged rainfall. Damged and or deficient areas will
be repaired or improved immediately.
2. Furthermore, the contractor will make a daily review of areas of construction
activity to insure erosion control effectiveness. Additional measures will be installed
immediately where deficiencies are found.
3. Sediment will be removed when sediment volume reaches approximately one half of
the wet storage for traps.
4. Permanent erosion control measures include the establishment of grass on exposed
surfaces disturbed in the construction process.
Phase 1
1. The site will have all silt fence and inlet/outlet protection for existing culverts
installed.
2. The construction entrance with wash rack will be built.
3. The construction of the sediment trap will built and site graded in such a way as to
insure runoff goes into the trap.
Phase 2
1. The new entrances with 15" RCP's will be constructed with inlet and outlet
protection.
2. Upon final completion of site and all inspections by respective agencies completed,
remaining erosion and sediment control measures may be removed.
Note: The Frederick County Public Works and Engineering Department will retain
the right to add and/or modify these erosion and sediment control measures during the
construction process, within reason, to ensure adequate protection to the public and
enviroment.
8� + K� PHA�iE
;#aosaZzaasseses
P PHArr E
m�
I xC 4, ,r E3;O^ i;+> S
Erosion and Sediment Control
(Narrative
Proiect Description
The site is located in the Stonewall Industrial Park on the comer of McGhee
Road, Lenoir Drive, and Century Lane. The purpose of this project is for the
construction of a trucking terminal / warehouse facility with an office. The first
phase will be a total of 52,500 sf and an additional 25,800 sf will be built
later. This narrative will be for the 52,500 sf and the proposed entrances,
parking area, and trucking thruway.
Existina Site Conditions
The site currently is a comfield. There are no creeks, streams, ponds,
wetlands, or forests, just a comfield.
Adiacent Properties
The adjacent properties are owned by Lenoir City Co., PolyProcessing, Allen
R. Knotts, Century Graphics, and Gary Vansickler.
oils
The soil conditions are taken from the USDA Soils Survey. The soils on this
site are Chilhowie silty clay loams ( #8B ) and Oaklet silt loams ( #328 ).
These soils have slight erosion hazards and moderate to severe wetness
when excavated.
Erosion Control Proaram
0 Install silt fence
MGGLI ee O Install construction entrance with wash rack
SP, a van. width
' 6 t O Install culvert inlet and outlet protection
8
- fjg O install a temporary sediment trap
584 PCx 268> 0 Clear and grade site
-
x x
8
r,4f-
Ap
AP
_ -
P O
a � P
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fop
A
+
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+ X
- Wo + i,
AP
suit 4_ / AN l cx I.5 -.1 vt i f -I-r-� +c, reV► 4 i n u K I cs5
AP
V \'
Lo nd`�7_c_a ri rr
Ca IGu Ice+1 o{'1 s C" Dove r �i�l ee
Ar Pear (1.1-
71:413
�' (To}aI Tres I aired ' (8 IT � (Trees Provldec(= zo 1
All treCs f o(� a mivilwuv1A
r � 9
Seeding Schedule (fio�rn�lywl+� �1CG. 3. 32 0 cat ( rr
e t . Va. Ero5;vd a vt d pied i yl�t en f Doh+col I -la t�S {� v� P I a vt�i'vt 9
/ 1. Topsoil will be spread at a minimum depth of 4".
2. Pulverized agricultural limestone will be incorporated into the soil
at a of 92 lbs per 1000 sf ( 2 tons per acre). H ec1 �roho5ed verc�nee i-{ e d� e
3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 sf ( 1000 Ibs per
acre). "TAxuS fa " Evt IIS� ew Y l
4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% ( g /
Sercia Lespedeza. 7e f a ( o f 3 1,v 5 k ru h 5, a K {- Cc( 3' - --3 1
5. Straw mulch will be applied to all seeded areas at the rate of 35M spa rf . t +eq I q f I M e of p Q 0 f i Vl q -
lbs per acre and anchored with cutback, or emulsfied asphalt I J
applied at a rate of 200 gallons per acre.
lkr 9_T
i
Erosion a vi d fed i OVI C n 15H E E"
H 15 70
ZnX 1� n
l Fla
Bass
tr7-. Z'r rc b •
• `r x 6" 13olt�s
DETAI [.�n E50APELAGE-A F-cd N D
___ C2UME'5TER PAD _.__ -
Erosion and Sediment Control Notes
ism 1. All vegetative, structural erosion, and sediment
control practices will be constructed and maintained
according to minimum standards and specifications
I p
J
�rOGI
I I e f Pr-ofec+l oVl
of the Virainia Erosion and Sediment Control
j�l nd]oo,k and Virginia VR 625-02-00 Erosion and
Sediment Control Regulations.
^ 2. The contractor will install the silt fence,
L 11 L
/ (� contruaion entrance, a temporary sediment trap,
4- and inlet protection for adverts as shown on the site
m� plan prior to or as a fast step in clearing.
3. Within days final
�Od
G�n�71 ru G IoVtI�l�r� (lie
seven of reaching grade, the
I
contractor will install permanent seeding to
disturbed areas.
4. The contractor will contact the plan approving
authority one week prior to commencement of lend
disturbing activity and one week prior to the foal
rjF
�rOp� �
I 1
C
51 i T G G
inspection.
5. The contractor is responsible for installation of
my additional erosional control measures necessary
to prevent erosion and sedimentation as determined
�T
- J T J L T
�OpO�i �{ I C vt�I � . 5�Gt 1'vt4 e lrt I I nGi f �
I
by the plan approving authority.
I
6. A copy of the aWroved erosion and sediment
control will be maintained on the site at all
pp
P(-e" e(
I
Te- vyt �.
plan
times by the contractor.
7. The contractor is responsible for drainage of all
disturbed areas to sediment control measures at all
times.
8. The contractor will inspect all erosion control
measures periodically and after each runoff
producing rainfall event. Any necessary repairs or
cleanup to maintain the effectivenw of the erosion
control devices will be made immelliatdy.
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DATE: 8/16/97
SCALE: 1 " = 40'
DESIGNED BY: AS-MDS
JOB NO. 5987
SHEET OF
TM 43-19-13
GARY vAN$IcKL
D5 524, PCs 2.4
ZONE M-1
USE 44
SAN. M.H.
TOP=110,54
IN=10132
OUT=10L20
/WATER"
VALVE
SAN, M.H.
TOP zI00_5(o
12 " IN= 101.00
12 " OUT =100.8k'o
6" INu-100.`35
74a To LLZI-1
EX. EF q - 7-0
SIGHT0/87' ULN
575,
TM 43-IS-30 SIGNS $/GH7- ID/8-r
TM 43-19-1
LENOIR CITY CO.
D5 601, PG 255
ZONE : M-1
USE , CORNFIELD
ALLEN R. KNOTT5, SR -,Oa 322
D5 (Oal, PG 614
ZONE : M-1
USE MANUFACTURING (C4 0a,21
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BENCHMARK: 3 SPIKES SET IN POLE
P.E. SYSTEM N60280
ELEVATION = 111.13
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HANDICAPPED RAMPS (CG-12-6) ARE TO BE
VERIFIED BY VDOT FIELD INSPECTOR AS
TO LOCATION IN ENTRANCES.
10 0
SAN. M 14-I
TOP 100. 2 T r='L E "F 5
\6" OUT=10235'
GAS LINE MARKER
WATER
- x Ff VALVE
E D> r '47,
TM 43-19-11
Wy POLY PROCESSING CO, INC
D5 609, PG 804
ZONE . M-1
USE - MANUFACTURING
715
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700
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Proposed Storm Sewer
Horiz 1 "=50'
Vert 1"=5'
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DATE:
7/10/98
SCALE:
1 = 40'
DESIGNED BY: Oates
JOB NO. 5987
SHEET
5 OF
5