HomeMy WebLinkAbout027-98 Schrock Bus Terminal - Stonewall - Backfile (2)m
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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) Frederick County prior to construction in existing State right-of-way.
permit VDOT when h permit is
4. Approval of this plan does not guarantee issuance of an entrance pe t by DO e such pe
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 site. 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 shun 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 -exult of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan wil, _,,e 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 Greenv ay 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
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 BE 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/CONTRACTOR'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 "")F THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION 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 FOR 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 CHECI< 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.
01 J I V F ?'` F1 3 -1 t 1 I-
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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 VIDOT
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
final VDOT approval.
V14. VDOT Standard CD and LID 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 -oil -way
shall meet VDOT minimum design standards and is the developer's responsibility.
V16. 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.
V17. 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.
a) THE SWM FbND WILL BI✓ MAINTAINED C3i 7HE -;,kAINEra- AND -THE
VIRGINIA PC -PT. OF 7F2AN5POR7ATIoN WILL NOT 156 LIABLE Folz
AN`( MATTE125 (2-ELA7ED TO THIS POND.
b) THE oU7LET OP -THE POND DOES NOT NEGATiVEL-( IMPACT THE
�ToP-M DP`AINAGE 9`( TEM WITHIN 7HE VP07 SIGHT of WA-7"
G) -THE FUTUP-r-- WIDENING OF INTERSTATE F-ou7C- e>l MAY AFFEG (
-THIS 1_07 AND THE L06A71oN of THE- REGIONAL POND.
ei ?HE GoNTRAe-Tofz WILL 7AKE -_Afze No-T To DISTUfzB ANC LAND
WITHIN THE IN'CERSTATC- RIGHT of WAY.
M� I FAQ- r
(SOURCE : ITE TRIP GENERATION 6th EDITION)
USE
030 TRUCK TERMINAL 81.90 TRIPS PER ACRE 81.90 X 4 ACRES =
VPD
327.60
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR 4U
EXISTING EDGE OF PAVEMENT E
XEP
PROPOSED EDGE OF PAVEMENT PROP E/P
EXISTING CURB AND GUTTER EX C&G
71-
PROPOSED CURB AND GUTTER PROP C8cG
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE T
PROPOSED TELEPHONE LINE T T
EXISTING STORM SEWER EX. 15" RCP
PROP. 15" RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER ----- - -- - --- -- -- -- - --- - -
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE -
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
TH OF ,
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MARK D. SMITH
No.022837
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CG-6 CC-6R
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.
33
330
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15" OAK 15" PINE
OAK
Project Name:
Magisterial District:
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SCALE , 1" = 2,000'
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COVER SHEET
SITE PLAN
l=ROFILES AND DETAILS
LANDSCAPING AND
EROSION PLAN
PARCEL IDENTIFICATION N=:�). 54 - 7 - 7A
SHEET 1
SHEET 2
SHEET 3
SHEET 4
STREET ADDREe6: IMBODEN DRIVE 3i
FINAL SITE Fl._AN
TOTAL AREA: e.8 ACRES ��-1- Lt VLD
PROJECT AREA: 4 ACRES SATE. 6�Z 3_9g
DISTURBED ARE, : 8 4CRE5
CURRENT ZONIN«: M-1
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CURRENT US;E: VACANT O Z 9
PROPOSED ZCNIN(.�: M-1 U` a
PROPOSED US'_ BUS TERMINAL
Redd
BUILDING 6ET5ACK.5_ FRONT (IMBODEN): 15,
SIDES: 25725'
REAR: 25'
FRONT (1-01): _15'
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PARKING SETBACK_j:
FRONT (IMBODEN): 25'
25.5'
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SIDES: 51/5,
5.507a3.12'
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REAR: 5'
Im6.11' (FULL SCREEN BUFFER)
FRONT (I -SI ): 25'
28300'
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BUILDING HEI(':zP1 ._
ALLOWED : &0' PROPOSED 20'
OUTDOOR LIGHT!*r.# .;__ ,.
PLACED ON BUILDING
(SEE DETAIL Si"1EET 3)
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OUTDOOR 5TOFZ46_7_
NO OUTDOOR STORAGE
IS PROPOSED
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lroo,200 sf / 9.8 m_03a
ENVIRONMENTAL FEATURES
EXISTING
FEATURE
ACREAGE
FLOODPLAINS
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Schrock Bus
Stonewall District
I erm7/,, 1
PARKING CALCULATIONS
Required Office I per 250 sf
Maintenance Shop 1 per employee
Office = 3000 sF = 12 spaces
Maintenance Shop : 3 emp. = 3 spaces
Required spaces = /g
Provided spaces = 3ro
Handicap Parking
1 per 25 spaces
-
2 Van Accessible
Handicap Spaces Provided
Loading Spaces
1 per 40,000 sF required
Roll up doors in Shop area will suffice
Project Number:
2131
Date of Plan: (Month, Day, Year
4/3/98
Owner: Address, it l-iding Zip Code & Telephone No.
621 Atwell Avenue
Larry and Dorothy Ann Schrock Winchester, VA 22601
(540) 678-2871
Developer: Address, In auding 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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DATE: 4/3/98
SCALE: N/A
DESIGNED BY: MDS
JOB NO. 2131
CL1FFT 1 nC A-
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STORAGE VOLUME REQUIRED
(36,180 cf for 10 ac)
Elevation = 8-7.'O
Elevation 81.7
DRY STORAGE
DEWATERING
Elevation 130.7 DEVICE
WET STORAGE
SEDIMENT CLEANOUT POINT
Elevation -7An b
INVERT =7$•5 30' OF 24" CMP ® 1%
Source: VA. DSWC.
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TRAILER
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ROCCO BUILDING SUPPLIES, INC.
DB. 030 PG. ea
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USE: COMM.
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USE: MOBILE HOME PARK
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DB. 9,02 PCB. 201
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DATE: 4/6/98
SCALE: ' " = 40'
DESIGNED BY: JB
JOB NO. 2131
SHEET 2 OF 4
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Schrock Bus Terminal
Erosion and Sediment Control
Narrative
i
Prolect Description
The site is located in the Baker Lane Industrial Park at the end of Imboden Drive.The
purpose of this project is for the construction of a bus terminal for Greyhound and private
charter trips. This narrative will be for the building, proposed entrances, and parking area
Exi line Site Conditions
The site currently is an open field. There are no ponds, wetlands, or forests. There is an
existing drainage easement on the northern and southern edges of the property.
Adjacent Properties
The adjacent properties are owned by Rocco Building Supplies, Inc. , Arcadia Mobile
Park, Inc. , Daniel I. Travistino, and Interstate 81.
,54a15
The soil conditions were taken from the USDA Soils Survey. The soil on this site is Berks
channery silt loam ( q I B ). This soil has moderate erosion hazards and moderate to severe
wetness when excavated.
Critical Areac
There are not any critical areas on site.
Erosion and Sediment Control Measures
• Install silt fence
• Install construction entrance with wash rack
• Install culvert inlet and outlet protection
• Install a temporary sediment basin
• Clear and grade site
Permanent Stabilization
Once construction is complete, the areas of exposed ground will be covered with a
minimum of four inches of topsoil Fertilizer, seeding, and a blanket of atraw will then
added
ntenance Proar
1. The contractor will inspect all erosion and sediment control measures after each rainfall
and at least daily during prolonged rainfall. Damaged and or deficient areas will be
i repaired or improved immediately.
2. Furthermore, the contractor will make a daily review of areas of construction activity to
insure erosion control effectiveness. Additional measures will be installed immediately
where deficiencies are found.
3. The contractor will remove accumulated silt in the sediment basin whenever the level
approximately one half of the wet storage volume.
4. Permanent erosion control measures include the establishment of grass on exposed
surfaces disturbed in the construction process.
Installation
1. The site will have all silt fence installed.
2. The construction entrance with wash rack will be built.
3. The construction of the sediment basin will take place.
4. The site will be cleared and graded.
5. The new entrances will be constructed.
6. Upon final completion, the site will have all permanent soil stabilization in place and all
inspections by respective agencies completed, then the remaining erosion and sediment
control measures may be removed.
Note : The Frederick County Public Works and Engineering Department will retain the
right to add and/or modify these erosion and sediment control measures during the
construction process, within reason, to ensure adequate protection to the public and
enviroment.
ESE
�-
III
I
Seeding Schedule(Soil Stabilization)
I1. Topsoil will be spread at a mutimum depth of 4".
2. Pulverized agricultural limestone will be incorporated into the soil at a of 92 Ibs per
1000 sf ( 2 tons per acre).
3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 sf ( 1000 Ibs per acre).
4. Seed mix will consist of 671/6 Kentucky 31 Tall Fescue and 33% Red Top Clover.
5. Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and
anchored with cutback, or emulsfied asphalt applied at a rate of 200 gallons per acre.
�-�jEpIMENT ��I�IN
\
\ 10 A6RE5 x 134 yd.3 = 1 34O id.3
f2EQ�.11f�ED WET T0t-4GE = 100DO -+. 3
R�QU112ED Di2`( STOFACF- = la0� �+.3
f PPVIDED = 31D 350 -f+.3
. 5F
1
GA-tE G0�
\N l F ,
25�
C"7
3(:, I go -C+. 3
LaNbSGAPING GAt_GU LA-f(OK
E X TE tz-I o I2 PA IZ V- I N G I-OT ( I TF-E E P E Iz - t-o ' Fe F-(M I- TE tZ )
.h4o = -1-o = 16 TREES P-EGZU I I ED
�2pEN SPADE P-eaU I FZED = 7-5 0lo
OI'EN e7FAGE PPDVIDED = D.-7--->1oZ - 3. 1851
INTEF-lot- PAIz-I-1NG LOT ( I TR-EC PEP- to `7PAGE5)
3 L- = 10 = -+ -T Iz E E 5 Iz EQ U I P- (= I:->
REQUIRE S% OF PA F-V.ING I -UT LA NDSGA FE b
7-2 FT. X 511�7. -75Q"FT Fz-C�UIP-C-D
7�,81 e7e�-,,.>=T. P Pv VIDC-P
-ToTA L 7 FZE E 5 iZEQU I I—E D = ZO 7rz-E E 5
-TOTAL -TREES Pp-oer-) Zo -7 t2-F-e S
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WD FPLO 05ED WHITE CbG-WOOD ( 5 ToTA L
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PLANTING.
PI P H E P G E
(USE AZALEA - 3' HIGH AT
TIME OF PLANTING )
16 'i H P-U 13 5 ToTA L.
(PAGED 3.5' APART
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B�cN oN THIS SITE .
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DATE: 4/6/98
Er�ro�- �E171MENT GoNTPvL LEGEf�ID
IR�sED SIt_T FENGC \� T14155HEET 7013E-FO rL SCALE: 1" = 40'
O
Ps 17PaPo5ED PEhMANCNT 'iEEDING LAHP5CAPINGANP EF-05�10N
op I�dPoSE D OUTLET PP9TEGToN \
O 56 PP5SDE
vPoED EDINAEWT BA-,0-1 SIGNED BY: JB
OGE PP-0R�SE D ��oN STFZUGT _)N NTI2-A N L 1 �O Y
E E \ `%E P I 1�11� I� al N] 1� � O N � JOB N0. 2131
SHEET 4 OF 4