HomeMy WebLinkAbout039-97 Rickett's Construct. Lot 5 - Westview Business Ctr. - Shawnee - Backfile (2)r
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction ste. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches. at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided . to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
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.
2'0. The`se plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has ben prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
Water/Sewer: Frederick County Sanitation Authority
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Phone: Bell -Atlantic
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
MISS UTILITY 1-800-257-7777
Power: Allegheny Power
P.O. Box 1458
Hagerstown, MD 21741
1-800-654-3317
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
A i
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VDOT 1.I f�l �'.. RA_' �E
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
applicable. In the event of conflict between any of these standards, specifications or
plans, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
Safety & Health Administration and VOSH Rules & Regulations.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDOT's work area protection manual.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to regulation, control and safety of traffic may
be subject to change as deemed necessary by VDOT.
V5. 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.
V6. 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.
V7. 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.
V8. The Contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
Furthermore, access to other properties affected by this project shall be maintained
through construction.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
and at the end of construction.
V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
V11. 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 can be determined by the engineer and approved by VDOT
V12.. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
prior to placement of fill.
V13.. 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 right-of-way. At the direction of VDOT Inspector density tests
performed by a qualified independent agency shall be conducted as required in the YDOT
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
final VDOT approval.
V14.. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
and further where determined necessary by VDOT Inspector.
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design standards and is the developer's responsibility.
VI6-If required by the local VDOT Residency Office, copies of all invoices for materials within
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
acceptance of work. Unit and total prices may be obscured.
VI 7- Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
account receivable basis.
TRIP GENERATION DATA
CLASS USE GROSS sf No. OF EMPLOYEES TRIP RATE VPD
710 General Office 3746 1 per 24.39 sf 153.59
150 Warehouse 10 3.89 PER EMPLOYEE 38.90
TOTAL F192.49
FCSA CONSTRUCTION NOTES
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. 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 for side
sidewalk.
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
be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to
the final grade of the lot; 3) the distance between the top of the cover and the yoke bar
between 18 and 21 inches; and 4) all components of the meter box assembly to be in
proper working order. It is the developer's/conctractr's responsibility to have the meter
box assembly installed correctly.
6. The Sanitation Authority shall install all water and sewer services that connect to existing
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
made and fees paid.
7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials
for and make the tap. The contractor must make application for and pay the cost of
this work.
8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole.
9. A double check valve backflow prevention assembly is to be installed on any line (fire or
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
or 1013. If the assembly is mounted inside a building, a remote readout is required.
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE -
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE -
33
40
EX E/P
PROP E/P
EX C&G
PROP C&G
CG 6 CG 6R
T T
EX. 15" RCP
PROP. 15" RCP
PROPOSED ELECTRIC SERVICE P P
EXISTING GAS LINE -
PROPOSED GAS LINE -
PROPERTY LINE
FLOW LINE
FENCELINE
EXISTING POWER POLE
EXISTING. TELEPHONE POLE
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING; FIRE HYDRANT
EXISTING; WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER -
STOP SIGN
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 AND OR JURISDICTIONAL
STANDARD, AMP CONSTRUCTION
PARKING; INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE INDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSED TREE
MARK D. SMITH 9
No.022837
21to 1,
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PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
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COVER SHEET
SHEET 1
OF 4
PLAN
SHEET 2
OF 4
PROFILES AND DETAILS
SHEET 3
OF 4
LANDSCAPING AND �
SHEET 4
OF 4
EROSION & SEDIMENT
CONTROL
PROJECT INFORMATION
MAGISTERIAL DISTRICT : Shawnee
PARCEL IDENTIFICATION NO. _ (9-- ((A)) - IS-)KA
LOT AREA 3.7zz AGh>✓ 5
DISTURBED AREA 3. S, AGI2E5
CURRENT ZONING M-1
CURRENT USE Vacant
PROPOSED USE Industrial/Commercial
BUILDING SETBACKS: Required Provided
Independence Blvd 75' 102'
Sides 25' 36'
Back 25' 157'
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PARKING: Req'd Prov'd
Fron t: 25' 26' z
Sides: 5' 30' 0
Back: 5' 30' W
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BUILDING HEIGHT: MAXIMUM bo' PROPOSED = 25'
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OUTDOOR LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3
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OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED
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F.A.R. CALCULAInNS
PARKING CALCULATIONS
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REQUIRED = 1.0 TOTAL
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PROP BLDG. 24,346sf / 3,72ac = 0.15 Use
Total Ratio Req'd Prov'd
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Office 3746sf 1 /250sf 15 15
Warehouse 10 employees 1 each 10 14
Total 25 z�
HANDICAP PARKING
1 per 25 = 2 Spaces Req'd
LANDSCAPING CALCULATIONS 2 Van acessible spaces provided
* INTERIOR REQUIRED
1 SHADE TREE PER 10 SPACES = 3.5 Note: Two truck docks provided
GREEN AREA = 5% OF PARKING LOT = 600 sf &one drive-in door provided.
* INTERIOR PROVIDED
4 SHADE TREES
720 sf OF GREEN AREA
* EXTERIOR REQUIRED *
1 SHADE TREE PER 40' OF PARKING LOT
PERIMETER =785' / 40' = 19.63 TREES
3' BARRIER BETWEEN R/W AND PARKING LOT
* EXTERIOR PROVIDED
20 SHADE TREES
3' EVERGREEN HEDGE
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Project Name: Project Number:
Charles Ricketts 2086
Magisterial District: Date of Plan: (Month, Day, Year)
Shawnee 10/22/97
Owner:
Charles Ricketts
Address, Including Zip Code & Telephone No.
36 Ricketts
Winchester,
(540) 662-4164
Drive
VA 22601
Developer:
Address, Including Zip Code & Telephone No.
36 Ricketts
Drive
Ricketts Construction
Winchester,
VA 22601
(540) 662-4164
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
151 Windy Hill Lane
Greenway Engineering
Winchester,
VA 22602
(540) 662-4185
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JOB NO. 2086
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DATE:
10/22/97
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DESIGNED
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DATE: 10/22/97 1
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JOB NO. 2086
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'", ,m �EL21MENT Tf AG
P ALGUL_ATIONS—�
1 Permanent or temporary sal NabM zmftn"be flpaed to denuded areas within seven days # : ' '
oMr Nnel gramme Is reached on any pI0a of the N�. TAN*o ry soil stabilization shall be ! r - / �� 1 raaMt!!�'" W CV lt7
applied wMMn swan days to Owlladall f1111Y M1M eel fib M a»n r IMy piece but 1NM remain ' M
�� �,. �iEDIMENT W � �
�.,w +. T a P Z N
dormant for longer than 30 � gnhahaA MltMaeYM t/laM M hppNaMla YeM t11M are to be AREA = 3 . 7 S A G F2- E S � ''
left dormer" for feast ow an year.
134 G00
2 During constnnllee dtlgplpg#M,eala ate borrow erg"
i1juied slab « VOl-1 l M E EL? C l I hE D : y/Gl Gl-� X 3.7 5 en4 rG - 5 oZ . ci G .�/ . __� _._ - l --__- __ M _ __.__ _ .. _� ` - " _ (5 E E D E TA 1 L Z c -°-° lc
protected with so&TAel
praechon and perntataeK sbbMsaaon of all soli Mo an tihe flat wOs bOaaw Neal and Tl I S S f C E W J -
` ' ' cQ
"I intentionally transported from the plejaot site �~
13567. S _ - o
__ -
3 A permanent vegetative cover shall be established on dafl110ee stale root otherwise --- '" � - r - 1 � .� --- `"-- ~- J � k = > � N
permanently statatzad. Permanent vegetation shall not be ODneMae/ se111YNsnad Until a groundI rj .!. i ✓ l
Dover b aChleYae OW it uniform, mature enough 10 survive ehd alM bM1MN awMon. `�. -"---`�---,- - / /``-�-" C O
f/' 1 r 1 tr7
• SadM and tr imebeatnM aaps, panitieter dikes, sediment Deers and other measures Intended to %
Ifs
p sediment shah be 0onaotrdad as a first step In any IarW-distuMing activity and shall be �i, — _ -. t/J - - � � 1 A
made functional before upeweep WW dMurWnce lakes place. ` r W (� Q X
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and <
diversions Immediately after Installation.
8 Sediment traps and sediment basins shall be d"ned and constructed bow upon the total
drainage area to be served by the trap or basin. """-��.^.• - - $ .. -- '
a The minimum storage capacity of • sediment trap !hall be 134 cubic yards per acre A of r fit _- T , (1)���/// .
drainage area and the trap Nall only ooMrO drainage woos leas Nan three sass. ; �\ `. _ 1 , j % K _._. -- V' `� C
b,Surface runoff from disturbed areas that is comprised of flow from drainage areas C
greater than or equal to three acres shall be controlled by a sediment basin The r t 11 z q W to
minimum storage capacity of a sediment basin shall be 134 cubic: yards per acre of
drainage area The outtall system shall, at •minimum, maintain the stmxsurel integrity ofthe basin during a twenty-five year storm of 24-hour duration Runoff coefficients used in
runoff calculations shall correspard to a bore earth condition or time conditions
expected to exist while the sediment basin is utilized *STORAGE REQUIREMENTS EQUIVALENT -1 m ._ L— I M I T!7 d F 4 ;-L-e A P- CFTC -
TO THAT OF TEMPORARY SEDIMENT
I '� k AND GRADING
7 Cut and ill slopes snarl be designed and constructed in a manner that will minimize erosion
Slopes that are found to be erodingy y permanent TRAP, STD. dt SPEC. 3.13
excessively within one year of rmarronl stabilization shalt :.._ "'�
be provided with additional slope st&Nlwng measures until the problem is coneclad
` ... t
67 C.Y./ACRE WET STORAGE PERSPECTIVE VIEW
e ConcaMrned runoff shelf a nu t rro1 glow Gown curtelopes unless contained within an adequate (BELOW BASE OF STONE)
tsmponry or parnariaM cherhrhel. Iturrhe or slope dren structure
9 Whenever welor seeps from a a" face, adequate drainage or other protection shall be 67 C.Y./ACRE DRY STORAGE F-Ul KA P—t-J. T Tr ---A P ((A
provided (BASE OF STONE TO TOP ;
10, All storm sewer Bets that are made operable during construction shoe be protected so that OF STONE BERM) PIPE INVERT NATURAL GROUND t f r 114
Sediment -laden weer cannot abler the oonveyenoe "am without hret Deft Ok od or
RIPRAP HEADWALL
ohMrwiw treated to rerave eedinent.
li
t t Before newly constricted storngter conveyance channels or pipes are made operations., 1 ' 2'
adequate outlet protection and any ragutrad temporary a perraraM rYnofwhN blurt ehaa be I I - ; - ' ,, '_ _� � ; . 5
Initialled in both the conveyance channal and receiving channel _ I —T t
VL
12 When work M a Iva watercourse n pertormad, procaullorts WhaN be taken to minimize � -'- ���• - _ i '.
anaoechmeM, camera sediment transport and stabilize the work area to the greatest extern AREAS TO BE DISTURBED
possible during construction Nonerodible material shall be used fa the construction of (CUT, FILLED, ETC.) '
causeways and cofferdams Earthen fill may be used la these structures if armored by
nonerodible coredlsa steals
R j
13 Wher a live waMIC011fw0 rya be f70waad
by Construction vehicles more than twice in any FL � /� -•'' :.. �„,,..``"` i t}})) / i h
six-month period. a Vat1101� OGW ODUWV ODMructedof nonemdoe m etw al
ebMi be provided. � FLU
14. ------7 - '��
IIM applloebM fderN, Nits and Moen wMMa1W1e palaNtirt to working M a aoaNrt Iva ,,,.P•^"
slalaeolelas e1M18 M met ,..,.,- �,,,•�"' � I t f
------ --- _ . i
18. TM owe state beets of a abler course shall W stabttzed immediately after work In the - ��-^•^""""�waercourso is oonnplead.
CLASS I RIPRAP�.-
18 Underground utility lines shall be installed in accordance with the following standams in - I
addition to other 1 N
.ppicabte ahem VDOT J3, �j357, OR Ij5 COARSE AGGREGATE 4. ''� ice' �' �' � -_-- - �`
a No more than 500 linear feet of !ranch may ha opsnad tl one time
1 t
b Excavated riatenal shall be placed On the uphill side o1 trerndnes
MAX. SEDIMENT DEPTH (CLEAN OUT POINT) -
c Effluent from Osw vice. operations shall be filtered or pesaad through an approved AT 1 /2 VOLUME OF WET STORAGE AREA ) �,
Z
sediment trapping device. a both. and disc narged in a manner that Ores not adversety
ailed glaring streams soft -site property Z
d Material used for beafilli trenches shall be �,/
rq ptoP•nfY comp.dad in order to rtunimuze-
erosion and promote stadlization—
e. Restabillzation shall be accomplished in acwrtlance wah these regulations—
�1�Jf >
a
_ Qf.ApplicaDle aatNY regulations shall W complied wrttl
17 Where construction vehicle access routes irrterwct ~r pwad or pudic roads. provisions snail be - } _ � 11_I
made to minimize the transport of sediment by, veMcular todcirt onto the paved wAeca Where �k
sediment Is transported onto a paved or pubic road surface, the road surface shalt be cleaned w_ .... m #
thoroughly at the end of each day Sediment shall be removed from the roads by shaveling a G E N N G 11 W r
sweeping and transported to a sediment control disposal area Street washing shall be allowed PPOR
r - t ✓
developmentonly after lots as well sdiment is vtodin this manner This provision larger lend-0islurbirig activities tl apply to Individual I Q> 5 H F-U � A L - `.,� t '
r s T. TO \1/ 1�(
ell
18.A1temporary erosion and sediment control measures shall be removed within 30 days after PLA N TE D r 'A ` A ��
Ilnr stoat alabtYzeeon a Sher the temporary measures are no longer needed unties otherrwne (� C hG
atttl�olasd yM1e Mcal program authority Trapped sedimerM and the disturbed sal areas - ' G H f✓
narlltp palsMte depoallMn d temporary meawres sthall be peren irdly Mobilized to prevent C�i E E L t + EGA P 11 1 G G! v�D fat
how.Moaleh awe 110bha Aoftn. Q J
19 P ream from development W
ropeleea ale w�MMwaye dMemst prnenl sites shall De projected from � j� %r
s•dlment deppell I ehaaroh 00 damage due to inas"n In vtllane, velocity and peak flow
Me of siOmW eta nOWN ftf MM OBW frequency Norm d 364OW duration in accordance with
1 '
uie following ataadlM ftitr 4Melle:
a. GallOel lAWhaalaFelalaNbaeaim19 a da idIPO t site shall be discharged
dlalry 00 pR &OWp ant Mod W will4 tlor Pe" I 1 9 channel, pipe or Norm sewer M ^
(/ /
syehm. fat/ IInDle wMa whoa nOWN N dhGtaged the a pipe system, downstream �O O V
stability Melyses N the o~ d the pipe a pipe wI1 Seca be Wormed � \
b. Adequacy of all channels and pipes Wall be verified In tin t-mi, ng manner.
1) The appMoenI oho deww"Wale Ma ate load dNfnaow ono to to pow of
¢� f
annalyMb wM111e � e%lemtel is ate oww" son oast► Mien as owaftiMrt fr 3 �N C7 � I— (�-
drainwge am of In poled In ifll@Ww or
00
2) n) Natural channels shall be snayzee by Mew law d a No py thorn to J (`
(14
a
venty that stormwater will not ovaap ltttalle beets nor oars wroslon ;t �'°, �M ! Yt4O = N
of channel bed a banks, and O Z
n�
b) All previously constructed man-made channels atoll be analyzed by 1 ` w ?+A O = Q Z 1O
the use of a ter -year Norm to verify that stormwoler ww 10 overlap Its
hula ate by *A ire d a IMaIMI t► tlaaweabule that ti `
�a>eIL
0J 1P
c) Pipes and storm sewer systems shall be analyzed by the use of a ter- �$ �o
year storm to verify that NixmwNer wig be conasirNd within the pips a �
system ♦"1M.9TL. TU131MG ALL 60r-NEQS
c tt existing natural receiving Mannels or previously constructed man-made channels a A N 17 G a N TE Rri► TO Of. 9 H eP W 6 I. Ve P
pipes are not adequate, the applicant shall
WITH ►LAT89 6r.HiND WEt,v rvIHT5 InK(/" ItoUbH SAWN ~` 1� ` 1 �D k
1) Improve the channel to a condition where a len-year Norm will not overtop the GC•DuA 1C rLAK r!
banks and a two-year Norm will not cause erosion to the channel bed or banks,
or
2) Improve the pipe w pope system to a condition where the ten year Horn is 6" IL 8 • x I /4" -ri T E e L
coMairie0 wdnm the appurtenances, a rL4TG'f To lC EGE I V E s I •
I TS 3 K ♦ X 1D'O rd
PPu
3) Develop a she design that will not cause tiro a-0evelo ant G • Ni. a T" H 1 NGE�j' ` I � I GATG rOsr"T
y sw rx pm peak runoff rate
rem a two-year storm to irndaets when runoff outfalls Into a natural channel a
wilt not cause the pro --development peak runoff rate from a ten-year storm to II (�� p" Tr�TAL-
increase when runoff outfalis two a man-made channel, or I ~
4 Provide a combmalbwn dtltellnN stormwater detention or a T - \ 1 wD vvd �� A PART
other measures which M aarOntli"bMtY phit"pprwing authority to prevern Co"'" x V e G 6 PA C 1►OwLT9 II / -- thAC LATH 6tAGK6 5
tfowrhstream erosion WITH f I M r'f/ N y \ \ O
PV(.(i OTL_ eol.uMN y I I I `c ` / `�� F LANDSGAPIPI� f ') w
II ICI III li
tl The applicant shall provide wloenp of permission to make the improvements �Ar! E ?`
�!o O
', ej� �iGHEDULG-� �
t >
r
e All hydrologic analyses shall be based on the extstxt watershed characteristics and 6CA DE x, ♦d/ ` '
{ W
the ultbrthats development of the w I>)ed tided ;. �.... �J .
f n the applicant chooses .n I I o Z o i I i .C I M I TS O F pl N " ^�� R M�4 `. (� /� r��
ppl option that includes Norrkwaer Mention he shall obtain r �+ F + � �` � �''
approval from the locality of a plan for mai ionor" of the dsNMion todlahes The pan LEA R- N G A N D G G �, w �-1 ahaa sat lortn the maintenance raquirerneMs of the facility and the person rasponsibte
fa performing the meMena>ge. L --J ---1 O H
� Q
g, Outfall from a deleMion facility shall be discharged to a receiving channei, and energy i IOL 1 � Q O
d"plers shall be placed at the Olrtfail of all detention facilities as noossiMa to 3 i .t`' '� of
I
stabilized tramaan from the facility to the receiving channel " °'°''°° DU kA P19 TFi � GATE D E -TA I L �� C� '; �(se ... i�i--�i w
h All on -site channels mug be verified to be adequate A TA i
�NoT To SGA L�) ,. %ter
I7E I L_
I. Increased volumes of sheet flows that may cause erosion or sedimerdation on adjacent 4
__r . ._. SH T 3 OF 5 W
property shelf be diverted to a stable outlet adequate channel, pipe a pipe system, or to
a detention facility •. � -{-.---__ _ � � � H
�---..
j In applying these stormwater runoff critene, individual lots or parcels In a residential,
cornmercal or industrial development shall not be considered to be separate �l, C �J / I LE
development projects Instead, the development, as a whole shall be considered to be a ' S � AAAAAAA k� / A I N G —C I 1 E P U
single development project Hydrologic parameters that reflect the uaimate development I K (eh auD/1 fo
Condition shall be used in all erhgbneonng calculations \ t -
- _ _ � � T1�41�1GE Q
r�
k. AN measures used to protect properties and waterways shall be employed in a manner -_ .__ _ --_.-- - -- -._ ._ _ -� r ` W WA r7 H IZAG K ^ 4-4
which minimizes Impacts on the physical, chemical and biological integrity of rivers. I ---I
streams and other waters of the state - - --._._.._,�--� <,;.
z•x l.._I t0 PQ' r� w H I -T E DoG wa�P
(EROSION AND SEDIMENT CONTROL REGULATIONS VR 62ra02-00) J I F lu 1 RE p
* ALL MATE-I-IAL U
Tv ae — - - — - - - - - - r �._._ iiM PP-oI�5eP _RED MA PL l= TAIL-
TETet� --- - --- --- -
1-uA.><BER- of 5
6' / E��Ioat AND SEDIhiIEnlT..-Goal-- :
FI�NT (fEGEhID o pPbPQ�iDIVHITE OAK
V I E4M
I t
- -
- - - — { - - ALLTfz-EE�i*a. AN`( -(REFS orz SHizuF3 S WI-TNIrJ
( A ►vtINIMUt, OF- Z' 7- f�Z ii / _� 15 of VDoT FLIV4 W+t_L f3E ciUBJEGfi
Seeding Schedule - - - - - - - - - lP PpoPo-iED I Nl_ET PPoTEGTIoN
GALIPE� A-T TIME of PLANTih(G To T(1-tMMING A-F" VDoT'S DE�iG�-ETIoN
To INsuRe P(-IBLtG SAFETY. DATE: 10/22/97
1. Topsoil will be spread at a minimum depth of 4". O p�7�p�p DUTI._E-f PPS-TCGT►oN � '�-
� r-
2. Pulverized agricultural limestone will be incorporated into the soil --
--- - p p--o P. HEDGE _ �,..�. ,.�.
at a of 92 Ibs per 1000 sf ( 2 tons per acre). k f `� SCALE: 1 " = 30'
3. Fertilize with 10�-10-10 at a rate of 23 Ibs per 1000 sf ( 1000lbs per S DINfEN-f TRAP �{-z SHF-.! F35-(o-(`A L �PA f2Kl W G Lo T
ToP z„" `•
4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% - vie pRoPoseD SILT FE NG C ? o7H RUP� 5 ToTik L D( (M PSTE t?
- - �i-EDIf�tENT - DESIGNED BY: GRO
TRH P
Red Top Clover. i•><6`E5CAle-os CEO SHRUBS-TdTA(_ ON 5i-T� rim rr
S. Straw mulch will be applied to all seeded areas at the rate of 3500 USE 5oy<W61C>P5 - G�i•.i�.(o � ITTt,C- � �i O JOB N0. 2086
Ibs per acre and anchored with cutback, or emulsfted asphalt N4; ((JJ
DETAIL-- BOAE'_-V FENCE A F`*CU N D __.______ (.eAF - 3' HIGH A-f 71ty� 'a�; Pk=ANT� h ` 4' F3Et�M HE-IGH-T
applied at a rate of 200 gallons per acre. ; i - ___--- -�' SHEET S OF S
C211MrE R PAD _ _-- __ _- _ -
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§ �..F 1 P
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},fj% �"ns 5,«ij3 :f( �^'\A F ��(g �'� {-y � NOTES
� ;gy�g'�gf �
jjE �•• (3
L E
p'E i +� � f � }..,�, t p gS'.
it 7 I 5 (•i y
'•••ppp;;;jy�3[
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C�.+P % Y w.s£
a t �wd S Y''�f
L
EXISTING INTERMEDIATE CONTOUR
33
SCALE 1" = 2000' V-TE. bss
, o N Ln
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`7ULPHUR 51712ING5 P-D.
i
a 00
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
Z �
County construction standards and specifications and/or current VDOT standards and specifications.
Virginia
Transportat00
and
S 17 So
regulationsErosion
and Sediment ConDtOrol Regulations onsBadndeanyeotheartlstate,and federalndoardocalhe
PROPOSED CONTOUR
40
P t�E - U�
Z � � cNo �
c9
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
these
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT - -
EX E/P
- - - - ______
M ►LLv`j0017
0)
1 A J'Q, I
must be provided prior to issuance of the site development permit. The approval of plans in no way
p p P P PP P Y
plans, the most stringent shall govern.
PROP E/P
IzTE
- >
N
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
P g P g
PROPOSED EDGE OF PAVEMENT
4 . 7Z3
GAFRPER-' 5
=
_ u7 r
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EX C&G
EXISTING CURB AND GUTTER -. - --� _:_--- -� -.-:_ --,-.- _-_
AE2t3ot2 �. VALLE`( R-D.
T
� -0 � c OI
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
PROP C&G
i o DWVG- oL
APPLE m-1 Q 0
0 -
I B -C
(VDOT) and Frederick County prior to construction in existing State right-of-way.
V3.
When working on VDOT right-of-way, all traffic control, whether or temporary,
PROPOSED CURB AND GUTTER
p>LoioM' y v
QLn
x
4.
Approval of this does not issuance of an entrance permit by VDOT when such permit is
permanent
CG-6
CG-6R
MAI-I- -1
D INDEk'EtyDENGE
CD � ~ <
plan guarantee
shall be in accordance with the current edition of VDOT's work area protection manual.
:. V
TRANSITION FROM CG-6 TO CG-6R
____ _0________ __.__ _._____._____
--..---__. _._..-_.____.._...._
required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
U.S. ►zTE. Sze WINGH65TL:� V_EGtoNAI_
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
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m P K CAI- AIR -PORT S�--rC
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
EXISTING STORM SEWER _ _
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EX. 15 RCP
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary b VDOT.
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
AIsLPoR-F FT
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
6.
An approved set of tans and all applicable permits must be available at the construction site. Also, a
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land use permits for any work on VDOT right-of-way.
representative of the developer must be available t
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to
V6.
If required b the local VDOT Residency Office, a reconstruction conference must be
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EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER _.__... ___,,._... __.^ ....____...r__ ___, _...__..__.....
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7.
Warning signs, markers, barricades or f ogme should be accordance with the Manual on Uniform Traffic
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Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
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contractor, various County agencies, utility companies and VDOT prior to initiation of work.
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE P
COVER SHEET SHEET 1 OF 4
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PLAN SHEET 2 OF 4
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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
PROFILES AND DETAILS SHEET 3 OF 4
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than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
inspection.
PROPOSED GAS LINE
LANDSCAPING AND SHEET 4 OF 4
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10,
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
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V8.
The Contractor will be responsible for maintaining adequate access to the project from the
EROSION & SEDIMENT CONTROL
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on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
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PROPERTY LINE
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in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02.
-`
FLOW LINE
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All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
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Furthermore, access to other properties affected by this project shall be maintained
PROJECT INFORMATION
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be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINf ---- x:--.-.�_._
_.__. -, __.. ____..__.__
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FINAL SITE n'
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
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one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
t
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13_
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
and at the end of construction.
EXISTING TELEPHONE POLE
T'
MAGISTERIAL DISTRICT Shawnee, PPROV
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PARCEL IDENTIFICATION NO. : -((A1 - ls� IA
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it is the to allay dust, and to take
EXISTING WATERLINE W/ TEE +��
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entering public streets, and contractors responsibility clean streets,
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
LOT AREA 3.7ZZ AGF2E 5
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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.
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PROPOSED WATERLINE W/ TEE �,
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condition at all times.
DISTURBED AREA 3. S AGfz6S
14.
* Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary
9 Y company P / Y
Vll.
Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
CURRENT ZONING : M-1
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 Vacant
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sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the- engineer and approved by VDOT.
EXISTING WATER VALVE w
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PROPOSED USE Industrial/Commercial
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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
m
BUILDING SETBACKS: Required Provided PARKING: Req'd Prov'd
j
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER W
P> W
Independence Blvd 75' 102' Front: 25' 26'
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Sides 25' 36' Sides: 5' 30'
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
,
Back 25' 157 Back: 5 30
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V
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
to The inform the from his
be coas determined b acted in 6" lifts to 95% of theoretical maximum density
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STOP SIGN
17,
i
prior construction. contractor shall engineer of any conflicts arising existing
the
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
HANDICAP RAMP (CG-12)
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utility verification and proposed construction.
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
CG-12 /,OR
BUILDING HEIGHT: MAXIMUM = 6o PROPOSED = 25' with final design
ly
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17.
The developer will be responsible for an damage to the existing streets and utilities which occurs as a
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performed b a qualified independent agency shall be conducted as required in the VDOT
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AIND JURISDICTIONAL
STANDARD (2AMP CONSTRUCTION
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
PARKING INDICATOR
12
SIGNS: PLACED ON BUILDING
d
final VDOT approval.
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
;..
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OUTDOOR LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4)
development permits.
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
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OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED
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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
H /C
F.A.R. CALCULATIONS PARKING CALCULATIONS
shall meet VDOT minimum design standards and is the developer's responsibility.
HANDICAP PARKING
`TOTAL
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20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
REQUIRED = 1.0
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
PROP BLDG. 24,346sf / 3.72ac = 0.15 Use Total Ratio Req'd Prov'd
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engineer moist be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
Office 3746sf 1 /250sf 15 15
acceptance of work. Unit and total prices may be obscured.
Warehouse 10 employees 1 each 10 14
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V1 T.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
Total 25 Z�
EXISTING STREET LIGHT
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
i b bl i receivable ass.
accountPROPOSED
STREET NAME SIGN
+
HANDICAP PARKING
professional engineer and results submitted to Frederick County prior to pavement construction. If a
1 per 25 = 2 Spaces Req'd
TRIP GENERATION DATA
geotechnical report has ben prepared, it should supersede the requirements in this note.
PROPOSED SANITARY LATERAL CLEANOUT
��------ - ---
LANDSCAPING CALCULATIONS 2 Van acessible spaces provided
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE INDENTIFIER
12
* INTERIOR REQUIRED *
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
18
1 SHADE TREE PER 10 SPACES = 3.5 Note: Two truck docks provided
GREEN AREA = 5% OF PARKING LOT = 600 sf &one drive-in door provided.
CLASS
USE
GROSS sf
No. OF EMPLOYEES
TRIP RATE
VPD
STORM DRAIN STRUCTURE IDENTIFIER
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
710
General Office
3746
1 per 24.39 sf
153.59
* INTERIOR PROVIDED
150
Warehouse
10
3.89 PER EMPLOYEE
38.90
EASEMENT LINE
4 SHADE TREES
720 sf OF GREEN AREA
Water/Sewer: Frederick County Sanitation Authority
CENTERLINE
P.O. Box 1877
Winchester, VA. 22604
TOTAL
192.49
EXISTING SPOT ELEVATION
12.0
* EXTERIOR REQUIRED *
(�
(540) 868-1061
1 SHADE TREE PER 40' OF PARKING LOT
PROPOSED SPOT ELEVATION
12 5
PERIMETER =785' / 40' = 19.63 TREES
Phone: Bell -Atlantic
EXISTING TREE DRIP LINE
3' BARRIER BETWEEN R/W AND PARKING LOTS
<
P.O. Box 17398
>
Baltimore, MD 21297
4
�
* EXTERIOR PROVIDED *
+'
�
(301) 954-6282
FCSA CONSTRUCTION NOTES
EXISTING TREE ;'
15 OAK h 15 PINE
20 SHADE TREES
3 EVERGREEN HEDGE
+,
MISS UTILITY 1-800-257-7777
-
43
Power: Allegheny Power
•�
P.O. Box 1458
Hagerstown, MD 21741
1.
Water and sewer lines are to be constructed in accordance with these plans. The lines
PROPOSED TREE
INSPEGToNS DEFT. hloT�
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1-800-654-3317
shall additionally meet all requirements of the Frederick County Sanitation Authority.
I. L5diLDING SHALL GOMPt_1(WI-TH•THE �/IF-GINIA UNIFoFz-M S�gTEWIDE BUILDING GoDE ANP
Q)
5l:GTIoNS 304 AND -311 , C1 rE C712-oUF5 E3 (13tJ54NE5;S) AND 5i (SToPAGE) of -THE BoGA NATIoNA L
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Gas: Shenandoah Gas Co.
2.
The contractor shall coordinate with, and arrange for inspection by the Authority.
�JILDING GODS I��h . OTHER- GoDES THAT APPLY At�E GAeo A 117. 1 -�2- AGGE-i-71B1-E
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P.O. Box 2400
Winchester, VA 22604
3.
Exact locations of water and sewer services on new lines are to be coordinated with the
ANC U�iABLE FAGIL I?t f: S .
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(540) 869-1111
Authority's inspector.
Z. ALL P-EGQUI(ZED EG( 5S FP�7,M`irHE E5UILD(NG'iHAt.L 6o Pf_y WITH A.r,>.A.
Q)
4.
Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch
Ir '�%
diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and for side
sidewalk.
5.
The Sanitation Authority maintenance department is responsible for the installation of
(/
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Project Name:
Project Number:
water meters. Before a permanent meter is set, they require; 1) the frame and cover to
U MARK D. SMITH
be properly aligned with its meter box and yoke bar; 2) the frame and cover to b� set to
the final rade of the lot; 3 the distance between the to of the cover and the oke bar
� No.022837 �
Charles '�' � � � �
2086
between 18 and 21 inches; and 4) all components of -the meter box assembly to be in
0�(3 ,"
proper working order. It is the developer's/conctractr's responsibility to have the meter
box installed
6 t�ti
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to
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Magisterial District:
g
Date of Plan: (Month, Day, Year)
assembly correctly.
L
Shawnee
10/22/97
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6.
The Sanitation Authority shall install all water and sewer services that connect to existing��'
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
O
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Owner: Address, Including Zip Cade & Telephone No.
made and fees paid.
PROFESSIONAL SEAL & SIGNATURE
Charles
36 Ricketts Drive
Ricketts Winchester, VA 22601
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7.
The Sanitation Authority shall tap all existing water lines. They will furnish the materials
THESE PLANS ARE IN CONFORMANCE WITH
(540) 662-4164
��d
6
for and make the tap. The contractor must make application for and pay the cost of
FREDERICK COUNTY STANDARDS AND
0
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 Winchester, VA 22601
DESIGNED BY: GRO
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
CONSTRUCTION.
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
9. A double check valve backflow prevention assembly is to be installed on any line (fire or
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
151 Windy Hill Lane
JOB
NO.
2086
or 1013. If the assembly is mounted inside a building, a remote readout is required.
Greenway
Engineering Winchester, VA 22602
(540) 662-4185
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DATE:
10/22/97
SCALE: 1 "
= 30'
DESIGNED BY: GRO
JOB NO, 2086
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DESIGNED BY: 6FL6--'
JOB NO.
SHEET -1- 0F ti
ME
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 site Temporary soil stabilization shall be
applied within seven days to denuded areas that may not be at final grade but will remain
dormant for longer than 30 days Permanent stabilization shall be applied to areas that are to be
left dorment for more than one year
2. During construction of the pro)ocI soil stockpiles 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 well as borrow areas and
NW 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 schieved 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 constructed as a first step In any land -disturbing activity and stall be
made functional before upsweep lard disturbance takes place.
5. Stabitizatron measures shot( be applied to earthen structures such as dams, dikes and
diversions immediately after inslaltation
B.Sediment traps and sediment basins shall be desWied and constructed based upon me total
drainage area to be served by the trap or basin.
a The minimum storage capacity of a f odkVW to shell be 134 cubic yards per we of
drainage area and the trap 00 only Oat h dOWAge arena less than three acres
b. Surface runoff from dktU bed angle alai 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 axe of
drainage area The outfall system shall, at a minimum. maintain the structural integrity of
the basin during a twenty-five year storm 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
8lltpas slat ells (Otald b a eroding excessively within one year of permanent stabilization shall
be provided wlts adi %*W slope stabilizing measures until the problem is corrected
8 ConceriMeled runoff shall hrol haw down curt or fill slopes unless Contained within an adequate
temporary or permanent chained. Athens or alope drain structure
S. 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 shalt be protected so trial
sedimeni-laden water caring steer Ile conveyance system without flnl being ftltered or
otherwise treated to remove goON &
i 1.Before newly constructed stormolo for conveyance channels or pipes are made operations,
adequate outlet protection and any required temporary or permanent channel k" "if be
Installed in both the conveyance channel and receiving channel
12 When work in a Ova watercourse Is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest extent
Possible during construction Nonerodible material shalt be used for the construction of
causeways and cofferdams. Earthen fill may be used for these structures ifomhored by
nonerodibie cover materials
13 When a live watercourse must be crossed by construction vehicles more than twice in any
six-month period. a temporary vehicular $tream crossing constructed of nonerodible material
shall be provided
14 All applicabie federal, state and local regulations Warning to working In of crossing live
watercourses shall be met.
15. The bed and banks of a water course shall be stabilized immediately after work in the
watercourse is completed.
18 Underground utility lines shall be installed in accordance with the following standards in
adddlon to other applicable criteria
a. No more than 500 linear feet of trench may be opened at one time
b. Excavated material shall be placed on the uphill side of trenches
c Effluent from dewaterirg operations shall be filtered or passed through an approved
sediment trapping device, or both. and discharged in a manner that does not adversely
affect flowing streams or off -site property
d. Material used for backfiking trenches shall be property compocted in order to rrunimize
eroston and promote stabilization
e. Restabilization shall be accomplished In accordance with tilees regulations
f.Applicable safety regulations Mat be complied with.
17. Where construction vehicle access routes Intersect paved or puM foods, provialmr SW be
made to minimize the transport of sediment by vehicular hook" at the paved surlew. IAaara
sediment is transported onto a paved or public road surface, the hoed awface shall be loaned
thoroughly at the end of each day Sediment shall be removed from ft roads by Shovelling or
sweeping and tronsported to a sediment control disposal wee Streat VON" slap be Spewed
only after sediment is removed in this manner This provision sW fey to tasprldlrai
development lots as well as to larger lard-dislurbuhg activities. _
18.All temporary erosion and sediment control measures shalt be removed within 30 days after
final sib stabilization or after the temporary traMltes cafe no fotgarslo ded unless otherwise
suctortzod air the local program authority Trapped M11ks1M11 and 1M iaNatled sal areas
twAirg from the disposition of temporary messissaa alien be pemapafjillyasbdized to prevent
further erosion and sedimentation
19 Properties and waterways downstream from development sties shag be p oteded from
sediment deposition, erosion and damage due to increases in volume, vabolly and peak flow
tits of stormwaler runoff for the stated frequency storm. of 24-hour drNatlon in accordance with
the following standards and criteria
a Concentrated sloninwater runoff ise vliV a devalo/rrsssd•s11M alfaM 4
directly into an adequate natural or /t WHROda rec*Aft all~, pipe or storm sewer
system For those sites where runoff It discharged kae a pipe system, downstream
atatxlity analyses of the ouNall of the pipe or pipe sySMa Mail be performed.
b. Adequacy of all channels and pipes shall be venfled In the following manner.
1) The applicant shall demonstrate that the total drainage area to the point of
analysis within 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 slormwaler will not overtop channel banks nor cause erosion
of channel bed or banks, and
b) All prevlousty, constructed man-made channels shall be analyzed by
the use of a ten-year stone to verity that stormwater will not overtop its
banks and by the use of a two•year storm to demonstrate that
stomhvaler will not cause erosion of channel bed or banks, and
c) Pipes and Storm sewer systems Mall be analyzed by the use of a ten-
year storm to vertfy that stormweler will be contained within the pipe or
system
c If existing natural receiving channels or previously constructed man-made flannels or
pipes are rot adequate, the applicant shah
1) Improve the channel to a condition where a ten-year storm 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 tort -year storm is
contained within the appurtenances. or
3) Develop a site design that will rot cause the pre -development peak runoff rate
rom 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 stone 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 plan -approving oulhonty to prevent
downstream erosion
d The applicant Mall 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 subject project.
f 11 the applicant chooses an option that includes stormweter detention he shag obtain
approval from the locality of a plan for lntinronance of the detention focft s The plan
shah set forth the maintenance requirements of the facility and the person responsible
ton performing the malnfertar".
g. Outran from a detention faulty Mall be discharged to a receiving channel and enargy
dissipaters shall be placed at the outfet of all detention facirlel as necessary to provide
a 0"ized transition from the facility to the receiving channel
h. All on-stte channels must be verified to be adaquste
I. Increased volumeaol fI N ant ilaf may CNN erosion or sedimentation on adjacent
property shall be dive1M0 M a IUW OuWI, aiWa Wdwnnel, pipe or pipe system, or to
a detention facility.
I In applying these stormwater Natoff cxltorle. NWNldual lots or parcels in a resWonlial,
commercial or industrial devalapmont Met 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 rotted the ultimate development
eondton Mali be used in all engineering calculations
k. All measures used to protect properties and waterways small be employed in a manner
which rninimlzes impacts on the physical, chemical and biological integrity of rivals,
streams and other waters of the state
(EROSION AND SEDIMENT CONTROL REGULATIONS VR 82502-00)
Seedine Schedule
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).
3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per
acre).
4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33%
Red Top Clover.
S. Straw mulch will be applied to all seeded areas at the rate of 3500
lbs per acre and anchored with cutback, or emulsfied asphalt
applied at a rate of 200 gallons per acre.
7EPIMENT TRAP GALGULA-PIONS
A Iz-E A= 3. -7 S A G P- E S
Val-UME pftzuIF�ED : 134 y.�Q��e x
(3567. S
3 PP��(DC-D
'STORAGE REQUIREMENTS EQUIVALENT
TO THAT OF TEMPORARY SEDIMENT
TRAP, STD. & SPEC. 3.13
(BE OW/BASE OF STONE) GE PERSPECTIVE VIEW
67 C.Y./ACRE DRY STORAGE M �JyT Tr --AP ('A-"
(BASE OF STONE TO TOP
OF STONE BERM) PIPE INVERT NATURAL GROUND
RIPRAP HEADWALL rFLOW
1 2 AREAS TO BE DISTURBED
(CUT, FILLED, ETC.)
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4-7S.G -----------
-CLASS I RIPRAP
VOOT 13, #357. OR #5 COARSE AGGREGATE
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
AT 112 VOLUME OF WET STORAGE AREA
4"9dV-191TL. TUBING ALL GolcN EIZS
AND GENTEjEi To 13B 9Hvr W6L VE:P
WITH ri-ATE9 dEHtHD WELD rvIHT9 InKCo" ICOUGN 9AwN
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DATE:
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SCALE: 1 "
= 30'
DESIGNED BY:
GRO
JOB NO, 2086
SHEET S
OF S
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