HomeMy WebLinkAbout012-98 Northwestern Workshop - Stonewall - Backfile (2)�-,ENERA (TE
OOT GENERAL N01TS'
1-GEN D
EXISTING INTERMEDIATE CONTOUR
33
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
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
.EX E/P
must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
P Y P P
EXISTING CURB AND GUTTER__.._.___..._.__._.__._._..W______.__.__.______.__._______.___w._.._..._..
EX CBeG
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
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
V3.
When workingon VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6
CG-6R
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
_
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
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
T
(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
EX. 15" RCP
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
_
EXISTING STORM SEWER
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER -- - - --
- - - --- - -- - - - - -
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 - ....... ...-----_.__.__._...____..__.____..____,_.__.___.__._
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
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
PROPOSED ELECTRIC SERVICE P
13
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
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
than 10 will require revised pavement section prepared b Greenway Engineering and approved b the owner.
q P P P Y Y 9 g PP Y
inspection.
PROPOSED GAS LINE
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
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
in accordance with the Virginia Erosion & Sediment Control HandbookSec 3.02.
,
FLOW LINE -_a ---
- _W -
11.
All springs shall be capped and piped to the neareststorm sewer manholes or cur inlet. he pipe shall
Furthermore, access to other properties affected by this project shall be maintained
be minimum 6 diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE - ;=-•--;= ----
-----_.-:;;____._k_..._.n.._._._:;__.__�._._._.
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
-o-
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
and at the end of construction.
EXISTING TELEPHONE POLE
'...'
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take
P P Y Y
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE W
' T'
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
Ti
W-w
condition at all times.
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
cga
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
sheets, and connections to existing lines.
vicinity until an adequate design can be determined b the engineer and approved b VDOT.
y q g Y 9 PP Y
EXISTING WATER VALVE W
e W
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
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER W
DO
W
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
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
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
utility verification and the proposed construction.
AASHTO T-9'D Method A, within plus or minus 2% of optimum moisture for the full width
HANDICAP RAMP (CG-12)
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 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
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
STANDARD RAMP CONSTRUCTION
final VDOT approval.
PARKING INDICATOR
12
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
9 9 P P P P
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 LID underdrains shall be installed where indicated on these plans
-"
development permits.
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
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
shall meet VDDOT minimum design standards and is the developer's responsibility.
HANDICAP PARKING
H/C
20.
These plans identify the location of alll 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
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
100
engineer must be notified immediately.
any dedicated street night -of -way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
21.
The contractor is to verify field conditions prior to and during
onstruction and notify Greenway Engineering
acceptance of work. Unit and total prices may be obscured.
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
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 b a registered
P PP � Y Y 9
account receivable basis.
PROPOSED STREET NAME SIGN
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.
PROPOSED SANITARY LATERAL CLEANOUT
--- - =--
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE INDENTIFIER
12
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
STORM DRAIN STRUCTURE IDENTIFIER
18
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
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. 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.
5. 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.
6. 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.
7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole.
8. 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.
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSED TREE
U MARK D. SMITH 'x"
No.022837
IQNAL (/
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.
15" OAK V r` 15" PINE
t ° ;
SCALE 1" = 2000'
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COVER SHEET
PLAN
PROFILES DETAILS
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PROJECT INFORMATION
MAGISTERIAL DISTRIC i
Stonewall
PARCEL IDENTIFICATION NO,-
54-A-81 D
LOT AREA,
6.072 acres
DISTURBED AREA
1 acres
CURRENT ZONINC
M-1
CURRENT USE___
Manufacturing
PROPOSED USE
Manufacturing
BUILDING SETBACKS:
Required
Front: 75'
Sides: 25'
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Provided
PARKING: Req'd
104'
Front: 25'
50'/164'
Sides: 5'
383'
Isar. �'
BUILDING HEIGHT: MAXIMUIti' = &o ` PROPOSED = less than 35' with final design
SIGNS: Placed cccording to Frederick County Zoning Ordinance
OUTDOOR LIGHTING: Placed cccording to Frederick County Zoning Ordinance
OUTDOOR STORAGE: No Outdoor Storage Proposed
OUTCf3-TI'A5H p-EGEPTAGLa S Nvhe Proposed
F.A.R. CALCULATIONS
REQUIRED = 1.0 TOTAL
30, ( V, 0-7) r. 6To� //o. o7Z
ENVIRONMENTAL FEATURES
EXISTING
FEATURE
ACREAGE
FLOODPLAINS
0
LAKES & PONDS
0
WETLANDS >1 AC
0
SINKHOLES
0
NATURAL S.W.
0
DETENTION AREAS
STEEP SLOPES
0
>15%
WOODLANDS
0
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Project Name: Project Number:
Northwestern Workshory-,P 2127
Magisterial District: Date of Plan: (Month, Day, Year)
Stonewall 2/18/98
Owner: Address, Including Zip Code & Telephone No.
828 Smithfield Avenue
Northwestern Workshop c/o Bob Sowers Winchester, VA 22601
(540) 667-0809
Developer: Address, Including Zip Code & Telephone No.
SAME
Engineer Certifying Plan:
Greenway Engineering
Address, Including Zip Code & Telephone No.
151 Windy Hill Lane
Winchester, VA 22602
(540) 662-4185
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DESIGNED BY: GRO
JOB NO. 2127
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WINCHESTER WAREHOUSING, INC
41
DB 515, PG 201
ZONED; M-2
USE : WAREHOUSE z
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T.M. 54-A 36F 1 �iHELTE� 4W J�
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DB fo16, PG 221 z
3 BRUS►1 AREA i ^� ��'� BRUSH AREA ti USE RETAIL AND 5ERYICESED �1
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TOTAL 22000 SF - - - —
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EX . I �TOTAL �26000 or
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F�I�IAND5EDIMENTGoNTR�L LEGEND PAfz1KING 4AL.GuLATIoN S L-ANpSGAPING GAc_GULA?IoN 5 LANDSCAPING LEGEND
Notes: DATE: 02/10/98
1. Stormwater Management will be required for the O PF�PoSEI� DI VEI�SIoN DIKE 35 EMPI-o�EE 5 LICENSED DRIVER-,5 I -TREE I2Ea'D- PE12 to 5,PA6E 5, - Z.7 sM i`fzoP. 1ivGAR MAPLE ( !� 7CITA
entire site before aM further development will be ST pP'-oPOSED SEDIMENT -TPf1 P (oN�� IF I�czulR EP SCALE: 1'=30'
allowed to take place. "YINSPEGTop- 55 PAF-W-ING 15PAGE5 PP�vIDED (TcTAL_) 17r-EE READ. PER-4o' PERINAETEf2 =7.5 Ap pPaP A45To�AT PC-AF- -TOTAL—)
2. The contractor will be required to keep roads clear 5F PP-C>PoSED SP L_T FENCE INewPIIJG 4- HANP,-_AP SPADES Te�TAL -TREES f'-Erz'D - lam. 2- oR- (I DESIGNED BY: GRO
of any and all debris during the development. AL_L 7F=-E E 5 70 6E A t,A 11,4 1 MUM Z " - Z I1Z'� G,A L. I PE F_OP PP4oFb5E.P OUTLET pPoTEGTIoN 5 TF-uGK t7t5,GK5 PP-r_>V(DED -ro-rAL--TP-Ee5 PPz:,VI(::)ED = 12- AT 71ME &>F PLANTING.
JOB N0. 6257
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CULVERT INLET SEDIMENT TRAP Van Accseelbls Singe .�
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FILTER WkTFPtAL 4 BACKTF.I AND COMPAtr• / �IO�M�OC,gp i/—
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F, D;,/6—M:I= E PERSPECTIVE VIEW /�
67
ow 111011VAE
/ a(BA� on"Pff INAW NI711M1 NIdJMD 2 1 _ 8 54 S E
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rtn► I �raM. ''--------- H.C. Painted FARKING AREA
A --- - -- -°' ------ PAVE1 1ENT SECTION
YWT p, per. ON 05 OMW MAMWE � J)
(545ED ON CBR-(off
r-nlr^"rt a ^tir,,R,D PF F;I';KER THAN P079•1' F AT 1/2 VMUIE a 11CT 41dN0E AREA
t' 'AINAGEWAY iN °TALLATTOM
tFPPNT ri,s'VA.TIONO ELEVATION SinHandicap
ace Northwestern Workshop
.Art O•t i'i!�� trP°x. f*Trar„ ►»,''^::A (. COM LS'A ',�,. T!,'I. ..".
SOURCE: MOWN CAROUNA SEDIMENT CONTROL COMMISSION MATE. 3.06-2 8 g' or 8' 8'
Erosion and Sediment Control
Narrative
TYPICAL HANDICAP SPACE
AND RAMP DETAIL
Project Description
PIPE OUTLET CONDITIONS The site is located in the Fort Collier Industrial Park. The purpose of this project is for
the construction of an addition for manufacturing.
A A
Existing Site Conditions
ado ----------- --"''
d- The site currently is a manufacturing center. There are no creeks, streams, ponds, Z
o
wetlands, or forests. 0
- PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
PLAN v1Ew Adjacen Properties0 W 3
The adjacent properties are owned by the Fort Collier Group, Winchester Warehous-
L e
ing, Inc., Quarles Petroleum, Inc., VDO-Yazaki Corp., and the County of Frederick. �
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SECTION A -A FILTER CIATH KEY IN 8'-9r; RECOMMENDED FOR ENTIRE PERIMETER fl-
The following soil conditions are from the USDA Soils Survey. The soil on this site is
A Frederick-Poplimento loams ( # 1613 & # 16C ). This soil is made up of 5" of topsoil & W
50" of brown clay loam subsoils. The have moderate permeability and are well drained. F-
A 3do (MIN.) Q —
Erosion Control Proo mm
d
PIPE OUTLET TO WELL
Install silt fence
PLAN VIEW l DEFINED CHANNEL ❑ Install outlet protection l IN
❑ e Install sediment traps only if the inspector deems them necessary.
L
❑ Grade site and seed all exposed surfaces immediately upon reaching final grade
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SECTION A -A
►D.TER CLOTH KEY IN Ir-0': RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON UNING MAY BE RIPRAP, GROUTED RIPRAP. GABION Maintenance Prolrram �
BASKET, OR CONCRETE
2 LA IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 310-3 AND 3.1e-4.
3. d - I.S TIMES THE MAXIMUM STONE DIAMETER, BUT NOT l .The contractor will inspect all erosion and sediment control measures after each
LESS THAN a INCHES. rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will
be repaired or improved immediately.
Furthermore, the contractor will make a daily review of areas of construction
2. Furty O
general beddill — ral basal activity to insure erosion control effectiveness. Additional measures will be installed
= immediately where deficiencies are found.
tr �o r_.� e- e•JJ24O.D.
r
3. Sediment will be removed when sediment volume reaches approximately one half of
24• carefully compacted • care" oompeas° the wet storage for traps.
Select badcfill baddiN
o.D. 1';. t" a�Te4a4. Permanent erosion control measures include the establishment of grass on exposed,f._.J,:• • /2 O.D. surfaces disturbed in the construction process. W H
R cast iron deanout cap with brass plug U
having a countersunk A4 square head °� Note: The Frederick County Public Works and Engineering Department will retain z cx Q � Z
Panetta Model PA4SV-CSK (4-) -tom aggregate - OOndate
Panelia Model PA6SV-CSK (6•) the right to add and/or modify these erosion and sediment control measures during the �D
finished rade A��QA� CONCRETE CRADLE E
construction process, within reason, to ensure adequate protection to the public and O W Q o
enviroment.
I blsckNI
square concrete skid pad 1 —general beCkfill g a Z E_ w
20-x 20'x 12- deep
O.D. O.D. a `� W
8'— r .. 8• 8' �' Note: co o r�
aggregate base 24• carefully oornpWod carefully�• Aland disturbance ermit will be r wired from the Frederick C W
( depth 3-)contP P
concrete select beckfiM selea baddill
cleanout pipe County Public Works Department before any construction takes
O.D. ' O.D. 8• place.
1/2 O.D. '..
SDR 21
sanitary
sewer main 6- or
wye 45, bard stone aggregate oonLxete
QQNCRETEARCH CONCRETE ENCASEMENT ^�
s Seeding Schedule
�♦ } ♦ ♦ ♦ 3 ♦• �•♦•♦•♦•�repave to 1.112 times
saw cut to be made sooriginal thickrim time of replacement. ( per section 3.32 )
w 1. Topsoil will be spread at a minimum depth of 411.
6 stone bedding
2. Pulverized agricultural limestone will be incorporated into the soil
O.D. at a of 92 lbs per 1000 sf ( 2 tons per acre).
NOTE: Where length of service lateral to exceeds 75' °• Ir 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per DATE: 2/18/98
a cleanout assembly shall be tumished at the entire trench to be
property line O 8 _ compacted 21-A acre).
4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% SCALE: N /A
Red Clover.
V.D.O.T. PAVEMENT REPLACEMENT 5. Straw mulch will be applied to all seeded areas at the rate of 3500 DESIGNED BY: GRO
lbs per acre and anchored with cutback, or emulsfied asphalt JOB NO. 2127
SEWER CLEANOUT TRENCH dE BEDDING applied at a rate of 200 gallons per acre.
Figure 17 Flputa 1
SHEET 3 OF 3
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EXISTING INTERMEDIATE CONTOUR 33 SCALE 1" = 2000' B 'K� oPO 1T E w o 0
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 nNi
County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion a) a N Co
and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 EX E P % <� ��r i i ° .� (0 o'
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT--------------__._._._-_.__.__.._...-_______._._..__._..____.._..._.-_._._._ ��U p( 'QQ - L oI N
must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P ' ? = > N
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT W \P
Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational `.Y _µ �y�` EX-C&G _--^ 4_--� Y y- > -0 4- c o
P Y P P EXISTING CURB AND GUTTER {�- Go_hL_I.ER Z C o 4
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 �' N l A� w a a`n
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER I 2 to �1 P'� W x
V3. When workingon VDOT right-of-way, all traffic control, ,whether permanent or temporary, - _w CGF6 ___.._...__ _.__-____...__._CG-6R - R NEpSTST _ aT� 2 u Qj R7
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. y TRANSITION FROM CG-6 TO CG 6R-------------- - ---------------------- -------- s y N n to
required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's o i, ly r In
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE - -- - ----- ---- ------_._._-_...__________..._. ,Q J Z f, Q, o
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be heldCn
Y�
c �
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T Vy= >
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 EX. 15" RCP
(VDOT) 9 / P P �.(v1L L q vE.-� 4 w cn
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER WINGH�STE R
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP V � E /.�
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER `2
6. An approved set of Ions and all applicable permits must be available at the construction site. Also, a p y right-of-way. __...._..__,.__.___.__._._..___.___;,,_.___..___.__..._____.__._...____.__.___..... _ a
PP P PP P land use permits for an work on VDOT ri ht-of-wa
representative of the developer must be available at all times. q Y Y P EXISTING SANITARY SEWER Y - s
P P i t'_ t
V6. If required b the local VDOT Residency Office, a reconstruction conference must be PROPOSED SANITARY SEWER
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic �� o w Ji
arranged and held by the engineer and/or developer with the attendance of the > Q
Control Devices (MUTCD). EXISTING ELECTRIC SERVICE P >
contractor, various County agencies, utility companies and VDOT prior to initiation of work. > > 0
8. All unsuitable material shall be removed from the construction limits of the roadway before placing �-,X Li -
PROPOSED ELECTRIC SERVICE P P- COVER SHEET SHEET 1 OF 3
embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for �a_ o
Y 9 q Y EXISTING GAS LINE PLAN SHEET 2 OF 3 Q J
an undetermined length of time. VDOT will also require 48 hours notice for an o'
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection. PROFILES AND DETAILS SHEET 3 OF 3 0 0o o >
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE " 1`__
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 Q Q >
on the plans and as required at the field inspection. adjacent public roadway throughPROPERTY LINEiconstruction and maintenance of a construction entrance Z > o
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE ____... ____ M. _.... _ . - z 12 EL
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 PROJECT INFORMATION o `L Q
be minimum 6" diameter and conform to in DOT standard w tg the Virginia Litter Control Act no I than through construction. EXISTING POWER POLE �"-
FENCELINE
9 Q
12. Construction debris shall be containerized accordanceg ess t aU/2- 9 0 z � `f' U?
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
one litter receptacle shall be provided at the construction site. q 9 g '
and at the end of construction. EXISTING TELEPHONE POLE Tjf IAL SIT" PI. P,I o
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to MAGISTERIAL DISTRICT Stonewall PIr' N
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 W I T & PARCEL IDENTIFICATION NO. 54-A-81D �oe L<i
whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free w � T i w LOT AREA : 6.072 acres - ,�I .�31y�
minimum 36 cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE
condition at all times. DISTURBED AREA 1 acres
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 cga o
gy company P / immediately brought to the attention of the engineer and VDOT. Work shall cease in that CURRENT ZONING M-1 N
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut y g g +
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE CURRENT USE Manufacturing k N
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 PROPOSED USE Manufacturing =
standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authorit p p EXISTING REDUCER BUILDING SETBACKS: Required Provided PARKING: Req'd Prov'd. F
P Y / Y Y� prior to placement of fill. w- � I Z I
Front: 75 104 Front: 25 28 � N N
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER i W Sides: 25' S0'/104' Sides: 5' 120 - 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 W
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 fir; zS' 383 I��ar". �5a�} U z
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP CG-12 W
utility verification and the proposed construction. of an dedicated street right-of-way. At the direction of VDOT Inspector density tests ( ) "sv ff
Y 9 Y• p Y DENOTES LOCATION OF STD VDOT �
Q
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 = /moo PROPOSED = less than 35' with final designv
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 STANDARD RAMP CONSTRUCTIONN
18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR Al2
9 9 P P P P INDICATES THE NUMBER OF TYPICAL PARKING SPACES SIGNS: Placed according to Frederick County Zoning Ordinance ILL
Q
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 :r OUTDOOR LIGHTING: Placed according to Frederick County Zoning Ordinance W
development permits. TEST PIT LOCATION I%;'
and further where determined necessary by VDOT Inspector. OUTDOOR STORAGE: No Outdoor Storage Proposed 11.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his OUTDc0E-7I'A3H None Prod®semi
project. The relocation should be done prrior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right--of-way W
shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C F.A.R. CALCUL.A,TIONS 1- �!
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected Q N
REQUIRED = 1.0 TOTAL p 100
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 � N �
engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 30, (Q�� �•-r• (T0f:,4 /�.o7Z
acceptance of work. Unit and total prices may be obscured.PROPOSED BUILDING ENTRANCE
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. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
kis must be installed b the developer or, at VDOT's discretion, b VDOT on an EXISTING STREET LIGHT
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A" markings per standard y P Y
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered account receivable basis.
P PP Y Y 9 PROPOSED STREET NAME SIGN
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. PROPOSED SANITARY LATERAL CLEANOUT--------__..__.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12
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 STORM DRAIN STRUCTURE IDENTIFIER 18
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
ENVIRONMENTAL FEATURES
EASEMENT LINE EXISTING
Water/Sewer: Frederick County Sanitation Authority CENTERLINE FEATURE ACREAGE
P.O. Box 1877
Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 LAKESFLOODPOINS 0
(540) 868-1061 + LAKES &NDS 0 r__�
PROPOSED SPOT ELEVATION 125 WETLANDS >1 AC 0
Phone: Bell -Atlantic SINKHOLES 0
EXISTING TREE DRIP LINE ._ _�.. � ..._. __.___;,.,,__;,,_:�.._.,---�.._,._., � �
P.O. Box 17398 NATURAL S.W. 0 +, >
Baltimore, MD 21297
(301) 954-6282 EXISTING TREE 15" OAK 15" PINE ST
EEP EPENTI SLOPES ON AREAS 0
MISS UTILITY 1-800-257-7777 FCSA CONSTRUCTION NOTES
E
Power: Allegheny Power OAK >15% �
P.O. Box 1458 PROPOSED TREE WOODLANDS 0 Q O
Hagerstown, MD 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines U� �., C� �,
1-800-654-3317 shall additionally meet all requirements of the Frederick County Sanitation Authority. O �
Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. � U
P.O. Box 2400 O U)
Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the U
(540) 869-1111 Authority's inspector. 41
4. The Sanitation Authority maintenance department is responsible for the installation of - cc
&;• ,:� �-'
water meters. Before a permanent meter is set, y q 1) the frame and cover to )
P the require; _�.
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 O �,
proper working order. It is the developer's/conctractr's responsibility to have the meter box assembly installed correctly. MARK D. SMITH Project Name: Project Number:
No.022837 Northwestern Workshop2127 C)
5. 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 SIGNAL Magisterial District: Date of Plan: (Month, Day, Year)
made and fees paid.
Stonewall 2/18/98
6. The Sanitation Authority shall tap all existing water lines. They will furnish the materials /4"
for and make the to The contractor must make application for and a the cost of `�.
P PP pay Owner: Address, Including Zip Code & Telephone No.
this work. PROFESSIONAL SEAL & SIGNATURE 828 Smithfield Avenue
11
Northwestern Workshop c/o Bob Sowers Winchester, VA 22601
7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. THESE PLANS ARE IN CONFORMANCE WITH (540) 667-0809 ok�<
FREDERICK COUNTY STANDARDS AND
8. A double check valve backflow prevention assembly is to be installed on any line (fire or ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No.
domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 IN THESE PLANS SHALL BE APPROVED BY SAME
or 1013. If the assembly is mounted inside a building, a remote readout is required. THE ZONING ADMINISTRATOR PRIOR TO��ti�u,
CONSTRUCTION. DESIGNED BY: GRO
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 Windy Hill Lane JOB NO. 2127
Greenway Engineering Winchester, VA 22602
(540) 662-4185 SHEET 1 OF 3
WINCWESTER WAREHOUSING, INC
DB519,FIG 201
ZONED : M-2
USE : WAREHOUSE
T11. 54-A-13
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QUARLES PETROLEUM INC
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1 MAMPACTURM 14,200 of Q Q
TOTAL 22000 SF Q _ ;C_.L 1. ✓ .J
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3000 of
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TOTAL 8000
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FORT COLLIER GROUP
De 166, PG 13
ZONED : M-1
USE : VACANT
T.M. 54-A-365
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ZONED : M-1
USE : LOCAL GOVERNMENT/JAI�-
T11, 54-A-93
Notes:
I. Stormwater Management will be required for the
entire site before any further development will be
allowed to take place.
2. The contractor will be required to keep roads clear
of any and all debris during the development.
Eticl ANDSEDIMENTGoNTFRZ>L LEGEN D
OPf"r�PoSEI� bl VE1251oN DIKE
9T ppdP�ED SEDIMENT 7FLA P (oIJL--(1F R• ul � P
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I-ANDSGAPING GA LGU LA7IoN S
1 7REE P-Ea'C>. PE12 to SPAGEs - 2.7
I Tr'-EE F-EQ'r->. PER- Q-o' PERIMETER = 7. S
ToTA L -TP-E E S P-e rat' p- I c;,. Z o R- f I
To -TA L- -TIP-E I: 5 P Pz1 V ((::)E C) = 1 Z-
LANDSCAPING LEGUW�>
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DATE: 02/10/98
,9M C�FzoP. 5;UGAP-MAPLE ( ToTA(-..
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AP F RP. AW5T06-F-A7 PC-AF- ( �, 7o-FAL.) SCALE: 1'=30'
AL-L.-7FEE-5 70 13E A t,41gItAUM Z Z r/L" GALIPEFZ DESIGNED BY: GRO
A7 TIME of PLANTING.
JOB N0. 6257
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PERSPECTIVE VIEW
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ELEVATION Handicap
ace
SOUPa: NORTH CAROLINA SEDIMENT COMTRM COMINSSION PLATE. 3.06-2 8'
1' or a' I a'
TYPICAL HANDICAP SPACE
AND RAMP DETAIL
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2II —2,4
(0 II 21- 5 BASE
5TONE
FARGING AREA
PAYEt, f ENT 5ECT I ON
(5145ED ON C5R-6)
Northwestern Workshop
Erosion and Sediment Control
Narrative
Project Description
PIPE OUTLET CONDITIONS The site is located in the Fort Collier Industrial Park. The purpose of this project is for
the construction of an addition for manufacturing.
A A
Existing Site Conditions
3 do A The site currently is a manufacturing center, There are no creeks, streams, ponds, Z
o PIPE OUTLET TO FIAT wetlands, or forests. 0
AREA WITH NO DEFINED
PLAN VIEW CHANNEL Adjacent Properties W 3
L a The adjacent properties are owned by the Fort Collier Group, Winchester Warehous-
ing, Inc., Quarles Petroleum, Inc., VDO-Yazaki Corp., and the County of Frederick.
0z 7
d
� Soils
SECTION A -A FILTER CLOTH KEY IN E--g•; RECOMMENDED FOR ENTIRE PERIMETER
The following soil conditions are from the USDA Soils Survey. The soil on this site is
A �-- Frederick-Poolimento loams (# 16B & # 16C ). This soil is made up of 5" of topsoil &
50" of brown clay loam subsoils. The have moderate permeability and are well drained.
A 3do (MIN.) Q Cp
--------------
d Erosion Control Program
o
I_—
PIPE OUTLET TO WELL
DEFINED CHANNEL ❑ Install silt fence
PLAN VIEW ❑ Install outlet protection
L e 1 ❑ Install sediment traps only if the inspector deems them necessary.
❑ Grade site and seed all exposed surfaces immediately upon reaching final grade ME n Z
d o Z
SECTION A -A 7- Qf
PILTER CLOTH KEY IN Ir-li: RECOMMENDED FOR ENTIRE PERIMETER
NOTES 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION Maintenance Program
BASKET, OR CONCRETE. O
2 L. IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED J
USING PLATES 3.18-3 AND 3.10-4.
3. d 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT 1. The contractor will inspect all erosion and sediment control measures after each
LESS THAN 6 INCHES,
rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas well
be repaired or improved immediately.
2. Furthermore, the contractor will make a daily review of areas of construction
general beCkfill generat beckM activity to insure erosion control effectiveness. Additional measures will be installed
�y
Ae immediately where deficiencies are found.
e• �o D. O.D.� e, a" e-
3. Sediment will be removed when sediment volume reaches approximately one half of
24• carefull ed 24q compacted y 0Of1p'Q ' f°h'�r 0OR1paw the wet storage for traps.
select backtitt backid n�
. •:. atone ICI
Ir
o.D.,• aggregate 4. Permanent erosion control measures include the establishment of grass on exposed 0 d
,n O.D. surfaces disturbed in the construction process. H
cast iron deanout cap with brass plug — 7 U
R.having a countersunk square head or C7 d
Panella Model PA4SV-CSK (4-) - oonaete Note : The Frederick County Public Works and Engineering Department will retain Z E, E-
Panetta Model PA6stone aggregate,
SV-CSK (6•) the right to add and/or modify these erosion and sediment control measures during the Q M �
finished grade UANDARQ CONCRETE CRADLE
construction w Q o process, within reason, to ensure adequate protection to the public and
enviroment. 7 x �
square oonCrele skid pad 1— general backtill general backfill Z E--' r` 1
20•x 20'x 12• deep
`
O.D.o.o. Q
it e' Note: 0. CO O q
I aggregate base 24• carefully oompected carefully�
(depth 3•) G«,ce compacted �+' A land disturbance permit will be required from the Frederick T� a
select bwMi# select baddill
deanout pipe ; :; County Public Works Department before any construction takes
O.D._ :,place.� O.D.
�,rj ; 1/2 O.D. :�,0.;:''
sanitary SDR 21~
sewer main \ 6• �
wye 45' Bend `stone aggregate concrete
C NCRETE ARCH CONCRETE ENCASEMENT
} }� } s Seeding Schedule Q
Xis: :iiiui y'•, i�iV*35115M,14 yi t>q` repave to 1-1/2 tirtlea sacut to be made at original thickness saw
time of replaoement. per section 3.32)
g- stone wing 1. Topsoil will be spread at a minimum depth of 4".
,e• e• 2. Pulverized agricultural limestone will be incorporated into the soil
o.o. at a of 921bs per 1000 sf (2 tons per acre).
NOTE :Where length of service lateralexceeds � � � 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf ( 1000 lbs per DATE: 2/18/98
a clearaut assembly shall be famished at the
entire trench 10 be e
property fine. O compacted 21-A acre).
6• 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% SCALE: N/A
Red Clover.
V.D.O.T. PAVEMENT REPLACEMENT 5. Straw mulch will be applied to all seeded areas at the rate of 3500 DESIGNED BY: GRO
lbs per acre and anchored with cutback, or emulsfied asphalt ,JOB NO. 2127
SEWER CLEANOUT TRENCH & BEDDING applied at a rate of 200 gallons per acre.
Fl ure 17 F" 1 SHEET 3 OF 3