HomeMy WebLinkAbout17-01 Dearing Beverage Co. - Shawnee - Backfile (2)GENERAL NOTES
VDT GENERAL NOTES
LEGEND
VICINITY MAP
Vl. All .work on this project shall conform to the latest editions of the Virginia Department of
1. Methods and materials used in the construction of the improvements herein shall conform to the current
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
__ ` ...
EXISTING INTERMEDIATE CONTOUR - - . _ �- --- - 1
-
SCALE 1 �� 2000'
County construction standards and specifications and/or current VDOT standards and specifications.
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 be
EXISTING INDEX CONTOUR '--- ----- ----° 330
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2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROPOSED CONTOUR 40
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relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
EXISTING EDGE OF PAVEMENT EX E/P
Control Handbook.
Health Administration and VOSH Rules and Regulations.
PROP E/,
PROPOSED EDGE OF PAVEMENT
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
EXISTING CURB AND GUTTER -- - ----
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
PROP C&G
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Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
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required under State law.
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5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held
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V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
TRANSITION FROM CG-6 TO CG-6R -- �-
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer to locate and identify utility facilities or items, which may
EXISTING TELEPHONE LINE 7 -
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VDOT to determine if and where guard rail and/of paved ditches will be needed. The developer will be
(VDOT)
ditches determined by this joint inspection." Refer to
be in conflict with the proposed construction activity. VDOT approval of these plans does not
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developer this
PROPOSED TELEPHONE LINE T T
Airport °c� s
A+rport ,�,
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responsible for providing guardrail and paved as
relieve the of responsibility.
J.� ence
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
field
EXISTINGSTORM SERER X. 15" RGP
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V5. Design features relating to construction, regulations, and control or safety of traffic may
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6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
PROP. 15" RGP
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representative of the developer must be available at all times.
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SERER
3 C aLo
Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEVER
PROJECT INFORMATION
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE -
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embankment.
and held by the engineer and/or developer with the attendance of the contractor, various County
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California
agenciesutility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE n
STREET ADDRESS : 331 VICTORY ROAD
WINCHESTER, VA 22602
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Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
EXISTING GAS LINE F7
PARCEL IDENTIFICATION NO. 64-A-80E I . I
SITE P9 aVl
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for actual determination of required pavement thickness prior to placement. All final pavement and base
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.,
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PROVED D
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course thicknesses shall be designed in accordance with VDOT's Pavement Design Guide for Subdivision and
PROPOSED GAS LINE
LOT; AREA 4.71 AC.,.4.Aw-
"
Roads in Virginia , and shall be based on a sufficient number of CBR tests to determine the true
V9. The contractor will be responsible for maintaining adequate access to the project from the
DISTURBED AREA 4.71 AC.Secondary
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
adjacent public roadway through construction and maintenance of a construction entrance in
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
pgOp�Y LINE
CURRENT ZONING M1
and prior to placement.
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE
CURRENT USE VACANT
10. All roadside ditches at grades of more than 5� shall be paved with cement concrete to the limits indicated
Developer shall have, within the limits of the project, an employee certified by the Department of
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
FENCEIINEx ;� 3a- 9F x
PROPOSED USE WHOLESALING/WAREHOUSE
on the plans and as required at the field inspection.
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE t
BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 28'
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
SIGNS: BUILDING MOUNTED TO CONFORM WITH THE
be minimum 6" diameter and conform to VDOT standard SB-1.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
K09MG TELEPHONE POLE
STANDARDS OF SECTION 165-30 OF
at the end of construction.
EXISTING WATERLINE R/ TEE T �,,r
THE FREDERICK COUNTY ZONING ORDINANCE.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
OUTDOOR LIGHTING: BUILDING MOUNTED TO BE SHIELDED TO
one litter receptacle shall be provided at the construction site.
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE WT
PREVENT ILLUMINATION OF ADJACENT
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
36" cover and, when possible, to be installed under roadway drainage facilities.
EXISTING FIRE HYDRANT
PROPERTIES
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V12. Any unusual subsurface conditions encountered during the course of construction shall be
BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 76'
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
immediately brought to, the attention of the engineer and VDOT. Work shall cease in that vicinity
EXISTING WATER VALVE
SIDE: 25' SIDE: 67.75'
condition at all times.
until an adequate design can be determined by the engineer and approved by VDOT.
REAR: 25' REAR: 90.5'
14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED WATER METER
PARKING SETBACKS: FROM ROAD R/W=25'
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
EXISTING REDUCER
FROM PROPERTY LINE=5'
sheets, and connections to existing lines.
shall be present to insure the sample obtained is representative of the location. When soil samples
PROPOSED REDUCER
DUMPSTERS: AS SHOWN
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
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OUTDOOR STORAGE: NONE PROPOSED
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
according to all applicable VDOT standards.
HANDICAP RAMP (CG-12)
PARKING CALCULATIONS
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
CG_12/OR ON&
OFFICE: WAREHOUSE:
REQUIRED: 1 SPACE PER 250 S.F. REQUIRED:
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contractors
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compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
STAND Rom' Cl'I
1 SPACE PER EMPLOYEE0
prior construction. The contractor shall inform the engineer of an conflicts arising from his existing
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the
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
PARKING INDICATOR 12
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5,805 S.F. PROP. 250=24 SPACES REQUIRED 11 PROP. EMPLOYEES=11 SPACES REQUIRED
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utility verification and proposed construction.
right-of-way. At the adireetion of VDOT Inspector, density tests performed by a qualified
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TOTAL SPACES REQUIRED=35
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17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
HANDICAP SPACES REQUIRED=2
result of his construction project within or contiguous to the existing right-of-way.
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TEST PIT LOCATION ®
TOTAL=37
TOTAL SPACES PROVIDED=38
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
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must be provided to Frederick Count Sanitation Authority prior to issuance of grading and/or site
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further where determined necessary by VDOT Inspector.
HANDICAP PARKING �
LOADING SPACES
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development permits.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
REQUIRED: 1 SPACE PER 40,000 S.F.
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT 100
TOTAL FLOOR rREA=56,000 S.F./40,000 S.F.=2 SPACES REQUIRED
LOADING SPACES PROVIDED=4
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SPACES
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project. The relocation should be done prior to construction.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED BUILDING ENTRANCE
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20. These plans identify the location. of all known gravesites. Gravesites shown on this plan will be protected
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
LANDSCAPE CALCULATIONS OPEN SPACE CALCULATIONS
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in accordance with state law. ][n the event gravesites are discovered during construction, the owner and
receivable basis. Stop signs shall be thin 30 inches tall with high intensity sheeting. The
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REQUIRED: PERIMETER PARKING: 1 TREE PER 40 REQUIRED: 25%=51,291.9 S.F.
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engineer must be notified immediately.
bottom
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
--(�-
STREET LIGHT t'
INTERIOR: 1 TREE PER 10 SPACES PROP. BLDG.=63 425 S.F.
PERIMETER=815'=21 TREES '
a minimum of four (4)1 feet from the edge of pavement. Sign posts shall be of a type found on
PROP. PAVED AREA=88,430 S.F.
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21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
VDOT's approved list. iA copy of this list may be obtained from the District Material Section.
PROPOSED STREET NAME 11�
INTERIOR=38 SPACES=4 TREES TOTAL=151,855 S.F.
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
SIGN T
TOTAL TREES REQUIRED: 25 205,167.6-153,025=53,312.6 S.F.
density determined by "A" standard
V18. The developer must provide to the local VDOT office a list of all material sources prior to
P P P
PROPOSED SANITARY LATERAL CLEANOUT
TOTAL TREES PROVIDED: 26 151,855 OPEN SPACE PROVIDED
53 312.6 205 167.E=25.9%
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22. Controlled fills shall be compacted to 95� of maximum as method per
ASTM-D698,, or VTM-1 as applicable. Density shall be certified b a registered
proctor AASHTO-T99, PP Y Y g
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
SCARY }HOLE IDENTIFIER 12
F.A.R. CALCULATIONS
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a
professional engineer and results submitted to Frederick County prior to pavement construction. If a
be
geotechnical report has been prepared, it should supersede the requirements in this note.
may obscured.
STORM DRAIN STRUCTURE IDENTIIPTER O6
REQUIRED: 1.0
PROP. BUILDING=63„425 S.F.
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
63,425/205,167.6=0..31(F.A.R.)
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or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
EASEMENT LINE _ _
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
tests. A certified coPy of the test results shall be provided to the Residency Office. In additions to
NO ENVIRONMENTAL FEATURES ON THIS SITE
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
CENTERLINE - -
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION I2.0
TRIP GENERATION DATA
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
PROPOSED SPOT ELEVATION 115.1
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
CLASS
USE
G.F A
TRIP RATE USE
TPD
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
EXISTING TREE LINE
UTILITY CONTACTS
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
EXISTING TREE t` 15" OAK 15" PINE
110
LIGHT INDUSTRIAL
63,425 S.F.
6.97 VPD/1,000 S.F.
442
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE crrj 15' OAK 15" PINE
Winchester, VA. 22604 Winchester, VA 22604
FCSA CONSTRUCTION NOTES
(540) 868-1061 (540) 869-1111
JUI
2 7 2001
Power: Allegheny Power Phone: Bell -Atlantic
n�P F e ��NG>DEVELOPMEN
P.O. Box 1458
P.O. Box 17398
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
Hagerstown, MD 21741
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
BATE
REVISION
SEAL
, .
COVER SHEET
1-800-654-3317 Baltimore, MD 21297
(301) 954-6282
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
5/29/O1
FIRE MARSHALL COMMENTS
Project Name:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
DEARING BEVERAGE
5/29/01
BUILDING INSPECTION COMMENTS
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
OF
5/29/01
F.C.S.A. COMMENTS
MISS UTILITY 1-800-257-7777
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
5/29/01
PLANNING DEPARTMENT COMMENTS
Ovner: Address, Including Zip Code & Telephone No.
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 YOKE
1520 COMMERCE ST.
DEARING BEVERAGE CO.
^r
FIRE 9i.7 NOTE
6/22/01
OWNER COMMENTS
7/2/Ol
PUBLIC WORKS COMMENTS
tIIARSHAL
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
- MARK D. SMITH
WINCHESTER, VA 22602
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
'� No.022837
p�S� � (
(540) 662-0561
Fire lane markings and signage:
"No
Developer:
Per: Address, Including Zip Code &Telephone No.
Any Parking" signs and yellow painted curb locations will be installed
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
� �
by field inspection at the direction of the Fire Marshall's Office.
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
`SIO
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
SHEET INDEX
NAL
SAME AS ABOVE
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD#
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/6", 3/4" AND 1" WATER SERVICES.
STATIC PRESSURE = STATIC PRESSURE =
C. FOR ALL 1 1/2" AND 2" WATER SERVICE, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE =
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GREENWAY ENGINEERING WINCHESTER, VA 22602
AVAILABLE FLOW = AVAILABLE FLOW =
(540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
DATE: 04/26/01
SOURCE: SOURCE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
PROFESSIONAL SEAL &SIGNATURE
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
1. COVER SHEET
APPROVAL
DATE: DATE:
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
2• SITE PLAN
THESE PLANS ARE IN CONFORMANCE WITH
COMPLETED.
3. EROSION & SEDIMENT CONTROL: PHASE H
COUNTY OF FREDERICK STANDARDS AND
SCALE, N/A
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
4. EROSION & SEDIMENT CONTROL: PHASE I
5. PROFILES
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
DESIGNED BY,
HANDICAPPED PARKING NOTE
8. ANY WATER SERVICE, LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
6. DETAIL SHEET
7. SEWER PUMP STATION PLAN
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
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CAS
Handicapped parking spaces and aisles shall slope
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
JOB NO. 2891
no greater than 2% in all directions.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
A REMOTE READOUT IS REQUIRED.
SHEET 1 OF 7
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1%2" SM-12.5A
5" BM-25.0
8" 21-B BASE STONE
•
CONCRETE,,,,,, -
FAVEMENT PETAL
(NOT TO SCALE)
12.0' Off -12.0'
rr') EX. RTE. 128 TAPER
m PvMT. SECT. X MILL 12"xl-1/2"
rn TIE IN JOINT
1/ARIE6
— — — _ EXTEND 21-5
1' BEYOND EP/
PROP. PVMT. SECTION BACK OF CURB
I-I/2" - SM-12.5A
3" - 5M-25.0
8" - 21-5
TYPICAL SECTION VICTORY ROAD RTE, 120
NOT TO SCALE
4" REINFORCED CONCRETE
30M PSI
4" SUBBASE (21-A STONE)
=1 I 1=1 11=1 I F
11-1 I I-1 I I —I
COMPACTED SU56ARADE
(95% DENSITY)
PIN 64-A-501 I
HARRY HILL, TRUSTEE
EX. P1 05. qbl P6. 211
ZONED: MI
�6q6_ INV. r:g6.50 USE: WAREHOUSIN6 \
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98 INV. 6ga.0a
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9' COOL I N6 DOORS 1 { 320'
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(NOT TO SCALE) z z J
TREE LEGEND
SYMBOL
QUANTITY
NAME
ME
FL Ar rr fwnr�
OF
OF �
S REMARK
2" GAL AT
15
PIN OAK
TIME OF
B$B
PLANTING
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2" GAL AT
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RED MAPLE
TIME OF
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EROSION/SEDIMENT CONTROL LEGEND
1. PRIOR TO GOMMENG I NCB SITE
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EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
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CULVERT INLET SEDIMENT TRAP
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STORAGE CALCULATIONS
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SEDIMENT TRAP
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REQ'D STORAGE
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I %o.8 GY
EXCAVATED INLET SEDIMENT TRAP
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EXCAVATED DROP INLET
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THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS
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5TORACGE GALGULATION5
PLATE 3.07-4
SEDIMENT TRAP
AREA (AG)
REQ'D 5TORAGE
AVAIL. 5TORAGE
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212 GY
626.1 GY
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0.63 AG
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SCALE: 1" = 30'
DESIGNED BY. JJT
FILE NO. 2891
SHEET 4 OF 7
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Pipe Report
Pipe
Jpstrean
Downstrearn
Inlet
Inlet
Inlet
Total
System
Discharge
Length
Constructed
Section
oughnes
Capacity
Upstream
Downstream
Upstream
Upstream
Downstream
Node
Node
Area
C
CA
CA
Intensity
(cfs)
(ft)
Slope
Size
(cfs)
Invert
Invert
Ground
HGL
HGL
(acres)
Coefficient
(acres)
(acres)
(in/hr)
(ft/ft)
Elevation
Elevation
Elevation
(ft)
(ft)
(ft)
(ft)
(ft)
P-1
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3
0.90
0.50
0.45
0.45
6.75
13.68
295.00
0.004
24 Inch
0.013
14.84
690.47
689.20
693.40
692.52
691.44
P-2
3
2
0.29
0.90
0.26
0.71
6.47
16.26
55.00
0.008
24 Inch
0.013
20.46
689.20
688.75
696.35
691.44
691.19
P-3
2
1
0.92
0.90
0.83
1.54
6.42
20.58
92.00
0.004
24 Inch
0.013
14.92
688.75
688.35
696.46
691.19
690.43
P-4
1
EX. 24" ES-
0.69
0.90
0.62
2.16
6.36
34.03
63.20
0.019
24 Inch -
0.013
31.17
688.20
687.00
692.92
690.43
689.00
Pipe
Jpstrean
Downstream
Inlet
Inlet
Inlet
'Dotal
System
Discharge
Length
Constructed
Section I
loughnessCapacity
Upstream
Downstream
Upstream
Upstream
Downstream
Node
Node
Area
C
CA
CA
Intensity
(cis)
(ft)
Slope
Size
(cfs)
Invert
Invert
Ground
HGL
HGL
(acres)
Coefficient
(acres)
(acres)
(in/hr)
Will)
Elevation
Elevation
Elevation
(ft)
(ft)
(ft)
(ft)
(ft)
P-1
11
10
0.61
0.50
0.31
0.31
6.75
2.08
250.00
0.005
18Inch
0.013
7.43
691.40
690.15
693.77
692.28
692.21
P-2
10
9
0.14
0.90
0.13
0.43
6.07
2.64
89.00
0.005
181nch
0.013
7.39
690.15
689.71
696.00
692.21
692.15
P-3
9
8
0.17
0.90
0.15
0.58
5.82
3.43
55.00
0.005
181nch
0.013
7.38
689.71
689.44
694.90
692.15
892.09
P•4
8
1
1.12
0.90
1.01
1.59
5.70
9.15
219.00
0.005
181nch
0.013
7.41
689.44
688.35
695.00
692.09
690.43
Pipe
Jpstrean
Downstream
Inlet
Inlet
Inlet
Total
System
Discharge
Length
Constructed
Section
Roughne
Capacity
Upstream
Downstream
Upstream
Upstream
Downstream
Node
Node
Area
C
CA
CA
Intensity
(cis)
(ft)
Slope
Size
(cfs)
Invert
Invert
Ground
HGL
HGL
(acres)
Coefficient
(acres)
(acres)
(In/hr)
(ft/ft)
Elevation
Elevation
Elevation
(ft)
(ft)
(ft)
(ft)
(ft)
P-1
7
6
0.54
0.75
0.41
0.41
6.75
8.83
118.00
0.009153
24 Inch
0.013
21.64
692.24
691.16
694.24
693.30
692.73
P-2
6
5
0.20
0.90
0.18
0.59
8.64
9.98
63.00
0.004921
24 inch
0.013
15.87
691.16
690.85
694.40
692.73
692.66
P-3
15
4
0.11
0.90
0.10
0.68
6.66
10.591
76.001
0.005087
24 inch
1 0.013
16.101
690.851
890.47
694.401
092.66
092.52
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CL PROFILE
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Ct PROFILE W/L
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PROFILEIt
DATE: 4/26/01
SCALE: HORIZ: 1 "=50'
VERT: 1 "= 5'
DESIGNED BY: AS
FILE NO. 2891
SHEET 05 OF 07
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Steps are to be provided
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when H is 4'-0" or greater 4'-2' NOTES
For details sea st'd. sr- ,. f ; ;
TABLE 3,31-B
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EROSION AND SEDIMENT CONTROL
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Maxkmn depth (H) to be 10'. For greater depth use
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NARRATIVE
ACCEPTABLE TEMP❑RARY SEEDING PLANT MATERIALS---$$$$
When specified on plane the lrrmd 4 to be shaped
)raise 4• depth Apr. In oxordoroe with swr,dard Ilan IS-L. The aa.t or
N A A H - /88, M. ar h ehiry and placing oar materiale incidental to the
I 'e a• 1dtl te be included In the cell fa the drop
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Description:This protect proposes to construct a 63,425 sq.ft. office and warehouse
'QUICK REFERENCE FOR ALL REGIONS
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inlet 9 i
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This U. may a prweoM or axet in place.
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building. The dotal area to be disturbed by this project is approximately 4.11 acres.
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SAlle cast M p 3.0 ooncnb to M Clap A3. For pnewl
See Sheet 0.T.03.
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Date of constr2ctlom:Constructlon will begin Following Ian approval and will take
Rate
ed
T1» ,,. �,,,«,�,, shown on s,. standards and evedfisd
1_ a st
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g g p pp
Plantin Dates Species Qbs./acre)
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Th aamensi �aed the M»nt or u»
kn fall pipe to the too of ,,1e etructum I� .tt. dnr�ene
P . _ _ - � -
approximately one (U year to complete.
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SECTiON A -A as appraxtrtate o,� ror astin,aWag purposes and the
9J¢" 2'-7' 9ye• actual Am.nebm shwa be d.e. mined by the Contractor
trorn rlela
---- The bottom of the curb and
gutter may be constructed
parallel to the slope of
Existing The area to be disturbed this is a
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4'-2'
- subbase
site conditions: under plan combination of
1n b taut the Y, s rt or the ouHry pips Y higher ure
the bottom of the structure. the Invert or the stn,chrn
PLAN
courses provided o
minimum depth of 7" is
grass and brush.
Sept, 1 - Feb. 15 50/50 Mix of
CD
CONCRETE QUANTITIES FOR MIN. DEPTH shall be shaped wro+ cement mortar to prMm+t stamina
(Grote Removed) /4x8• smooth Dower O approx. 12" or porming of water in the structure. The cost for
maintained.
This area may be concrete
Annual R e rass
9
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C-C to be pbced In oar areas adjacent 12" cone. 1.440 Cu, Yds. Concrete Invert sfaplg shall be Included In the price bid for
to abutting concrete to nt �- fir structure.
•w•eP hole with 12'x12• plastic hardware a p's�•e 15• conk. 1.528 Cu. Yds. Concrete
For use with stabilized soon -graded
at the option of the contractor drainage r the bottom of the curb
a9 krye
Adjacent areas:This project is bounded on the north by warehousing at Arbor Court
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(LOIIUm multi-florum)
u
L\2
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cloth
miMmum4" mesh or N dill 0.03 inch number 4n In Sou of dowels o 2"x4" notch may be 18' cone. pipe-1.820 Cu. Yds. Concrete
24" conk. pipe-1.817 Cu. Yds. Concrwts
n,seh fordwar.e cloth anchored firmly provided. See Standard T-DI-3,4 Add 0.469 Cu. Yds. foot of depth.
This curb may be used when to theand tter WxW be constructed slope of subbase courses�rollel
design speed Is 40 MPH or less and to the depth of the
(under construction), On the east by Winchester Wood Working Co., by
on the south
victor Rd. (Route l28) the James River E
Co.COoubies
& 50 - 100
Cereal (Winter) Rye
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of stnrcttww, alternate design. per additional
Pavement
Do
on Rural highways and 43 MPH or
and On west u t'.f'It
y � pm
(SeCal Cereale)m�55
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2 6' NOTES
Y) SECTION STEEL SECTION CAST IRON
less in developed urban & suburban
areas. H these design speeds are
exceeded Standard CG-7 is required.
Soils informatioin: The existing soil conditions were obtained from the USDA Soils
Survey. The so' 11 t listed is 14C. Erosion potential for these soils is moderate to
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Note:
ypes
Feb, 16 - Apr, 30 Anual Ryegrass 60 - 100
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2' 7'
L2101! z"xJf" 1'-3y1� -i
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Combination curb & gutter having a radius
of
of 300' or less al face of curb shall be
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severe.
(LOIIIUm multi-florum)
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10'-4' long c st with
MMMH
One d Bt TC
Paid for as radial combination curb gutter.
This item be in
Solis information: The exists soil conditions were obtained from the USDA. soils
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may precast or cast place.
Concrete to be Close A3 if cost in place,
survey. The soil type listed is 95, erosion is a moderate to hazard.
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may be substituted for the oast iron
4000PSI if precast.
May 1 - Aug. 31 German Millet 50
U
N legs as shown hereon.
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SPECIFICATION r,
REFERENCE COMBINATION 6 CURB M�( GUTTER
Critical areas: there are no critical areas on this property.
(Setaria italics)
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Weld I Bruce Ribs_
all connectors
6ncl lbs.
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including including105
including
to collar connectors lugs
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
Erosion and sediment control measures: Control of erosion and sedimentation for this
GALV STEEL CAST ," 2�
201.03
site shall be achieved by installing the following:
or
4
IRON 14"set "x4' lugs 1'
CG-7
I. Construction entrance
M
)¢•x4• Stud Shear
protection
ICulver
Seeding & Mulchi_ n�cN�
connectorsi.
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I` 2" R
2"I` 5' -' 1" R
3. Inlet
4. Silt fence
Seed shall be evenly applled with a broadcast seeder, drill,
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lap
x SECTION C-C
or hydroseeder. Small shall be
5 Sediment dap
cultipacker seeder grains
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TAPPROXIMATE WEIGHT
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Vegetative measures: Permanant or temporary soil stabilization shall be applied to denuded
planted no more than one Inch deep. Grasses and legumes
-i 2>�" cast Iron
SECTION B-B DIMENSIONS FOR Grate 363 f 18 lbs.
cwsT IRO" ONLY
a
1': 1' a
, °' a
areas within seven (1) days after final grading is reached on any portion of the site.
Temporary soil stabilization shall be applied within seven (-1) days to denuded areas
shall be planted with no less than 1/4' soil cover.
Straw mulch shall be applied to all seeded areas at a rate
A- A a : a a
that may not be at final grade but will remain dormant for longer than fourteen (14) days.
of 3,500 lbs. per acre and anchored with cutback or emulsifled
a °. A ..a
Permannant soil stabilization shall be applied to all areas that are left dormant For more
asphalt at a rate of 200 gallons per acre, in accordance with
4' a d a
than six (6) months.
standard 3,35 of the Virginia Erosion and Sediment Control
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DETAILS OF COLLAR AND GRATE
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Handbook,
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STANDARD DROP INLET SPECFICATaN
REFERENCE
12"-24" PIPE MAXIMUM DEPTH (H)=10'
a e
_-- - -- -' ------ The bottom of the curb and
gutter may be constructed
7" 2'-Oe parallel to the slope of subbase
Stormwater management: Stormwater management for this site is provided for by a pond
on lot 5 of the westview buisness center,
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VIRGINIA DEPARTMENT 233
104.01 of 302
courses provided a minimum,
This area may be concrete depth of 7' is maintained.
Maintenance The
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TRANSPORTATION
of the option of the contractor.
Program: erosion and sediment control measures installed on the site
TABLE 3,32-C
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For use with stabilized open -graded
shall be maintained by performing the following.
SITE SPECIFIC PERMANENT SEEDING MIXTURES
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a-3A-36-3C Galvanized plate to a bent
98' 30' is to
drainage layer, the bottom of the
curb and gutter 1hy11 be constructed
I. The site superintendent shall Inspect all erosion and sediment control devices after
FOR APPALACHIAN/M❑UNTAIN AREA
5
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on a, ongle of and
/ 4 x 8" Smooth DowelsOopprox. 12" CC tp be placed In all areas adjacent L2%*x2%.xA.
be anchored with t4"x4' stud shear
to abetting concrete to prevent settlement conneatare welded to bent Galvanized
parallel to he slope of subbase
This Curb may be used with any design speed courses and to the depth of the
each rainfall and at least daily during prolonged rain fall. Damaged or deficient controls
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plate
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but is required when design speed is greater g
When combination mountable curb and utter is pavement.
than 40 MPH on Rural highways and 45 MPH the Standard Entrance Gutters Standard
ep per y.
e repaired or improved lmm (ate
ed
Total Lbs,
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Expansion Joint Expo ,1dM
Back sidewalk sx+/4• Recent ,11'
used, or
in developed urban & suburban areas. Connection for Street intersections are to have
2. The site superintendent shall inspect daily the areas of construction activity to insure
Minimum Care Lawn Per Acre
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or
3-1 .d T
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NOtB: Combination curb gutter having a radius
the mountable curb configuration incorporated. of 300' or less (along face of curb) shall
be for
erosion control effectiveness. Additional measures shall be installed immediately where
- Commercial Residential 200-250 lbs.
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Bits a I see St'd. IC-2. ! 1
paid as radial combination curb &
When this standard is to be tied into existing
deficiencies are found.
or
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a Sew C ®Existing or x'
- 2
gutter.
barrier curb, the transition is to be made within
3. Permanent erosion control measures include the installation of rip era at storm sewer
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- Kentucky 31 or Turf -Type Tall Fescue 90-100%
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10' or the chit a in standards made at r Ulan
ng regular This item may be precast or cast in place.
openings.
Outfalls and the establishment Of grass On exposed surFdceB disturbed in the construction
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- Improved Perennial Ryegrass � 0-10%
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Concrete to be Class A3 if cast in lace.
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- Kentucky Bluegrass 0-10%
- - s I
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Ewa
4000 PSI if precast.
process,
i I I a 3'-0• dad�akon al 2' c-t.
�= High -Maintenance Lawn
6" *NOSE DETAJLs Erosion and sediment controlprogram
SPEDII ICATION
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COMBINATION 4" CURB & GUTTER REFERENCE
PHASE I:
Minimum of three (3) u to five (5) varieties of
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Face of curb
ll II Bon F Bars A W.-Pee cater
bluegrass from approved list for use in Virginia. 125 tbs,
"
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2'-0 III _ II 1ars D Omsk Control bk,t C...L lint A
°""°` °on ° 2 4c I
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VIRGINIA DEPARTMENT OF TRANSPORTATION 502
1. Hold pre construction meeting on site.
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Crack control ,mint
201.04 Rev. August 30, 199ti
2. Install construction entrance and silt fence as shogun.
General Slope +1 or ess
M kwst is constructed in Median Curb or with Integral Curb, GutW is to be onitted.(See de Ki)
I-r-0--I PLAN _o•-- I � �
6' M+�
®fiat.: 'T
3. Clear and grub.
4. Install stom sewer and inlets.
f 10' Max. Thle xroo may be .«then, in 4wel Ws. er exporrlan jak,ts lo,ma
'°'�°'
Cc 12A
-Kentucky 31 Fescue 128 lbs.
will apply awn to curb or curb and gutter. Bove E
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5. Block desi nated inlets and install three sediment traps.
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- Red Top Grass 2 lbs.
-�
L-Varlel,le-Max. 20•-�'-••---�
- r' WHERE STD. CG-3 OR
cc-7 Is usi-o.
6. Complete r�oucih rading. Temporary soil stabilization shall be applied to all disturbed
14 days�f the is to dormant for than 2days.
- Seasonal Nurse Cro ow 20 lbs.
Crop
I_ .� .
z e r-e 8"3'-0� SECTION B-B
_ t
e'_o" 4'-0"
areas within area remain more
150 lbs
B
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2- Keyed Joan« Dewy
4 on N STD. CO-2 ®8
- 12.1/. MAX. 48:1 MAX.
.�� OR CC 8 f
�d.�.
PHASE II:
1. Install blocked Inlets.
Low -Maintenance Slope (Steeper than 311)
2• catty
- - - - - - - - - - - - - - 1� asap., ietler
--•-
e' 20 1 . .. •. ., •' •:
::�•,:�
remaining inlet protection on
2. Complete iy installation.
- y 102
MARK D. SMITH v
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- e• •� owmetsr *Twd�"h CG-" Q Cr Standardbe s. °tee l
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3. Remove se(d(mt�It trap "A" and convert traps s "5" and "C" to inlet protection devices.
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4. Complete flinish gqrad and stabilization.
- RedTopGrassescue
lbs•
- Seasonal Nurse Cropww 20 tbs.
- Crownvetch w#* 20 lbs.
N0,022837
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7 __
W� Hole Y __ 3' dOHa"'.
FRONT ELEVATION all, F Weep
SECTION A -A
paving, permanent
5. After approval 6 the ris ctor, remove the temporary control devices and stabilize the
yyremoval.�p �
150 tbs
0
'4
J Type a rose d.eaN mall I» u..a a14M�
=C) (Gutter removed) I Hardware Cloth
stth CG-2 h CG-a Standards. . s<•p• I
A M 5 DOWELS B" LONG
0 12" C-C
r disturbed
areas d sturbed during
�!
10
Y
* 3 akan»ter w•.arole to be located i °
PERMISSIBLE
5'-0" MIN, 3' 0" 5' 0" MIN LOPE 10,1 CONSTRUCTION JOINT
# Perennial R e rass will germinate faster and at lower Soil
y g g
NAL
A Qe b be
In the .rant the kwsnt of the oaRFdl pipe le Son the bottom to drain subbow naterla. Weep I ,A1eA e M
aew�
MIN. PERMISSIBLE MAXIMUM
Note: Frederick Count retains the right to add and/or modifythese erosion and
y
temperatures than fescue, thereby providing cover and erosion
of the elucturs, the Invert a ten sbuchxs Blass be shaped with cenw t hole with 12'x 12' plastic ho d"e �
Hotee: he maim to prevent ata,esp or of wotar I.thestnuches. The 4'-0' ar P.A..
wtruclW .sh corron pabrq Cloth )<• mesh a gahanized steel r .. :. .: _ Fed, step slaws
CONSTRUCTION JOINT
�+
sediment control measures durinnpqq� the Construction process, within reason, t0 ensure
resistance for seedbed,
h
block M oaxandaoe with ten d.tons shown en cost for Mvsrl eho�Mg sisal bs ed M Ile perks Did for ten etrxe.w. win dic. 0.03 Inch, mwnb.r� mph T
block In occo ono aid. ST-1. - • adequate protection to the pu811c and the environment.
Standard Dra" DI -JAB. hardware cloth anchored fito s' I-Y-a- �I e• i-
For dimensions and quantities not shown see sheet 2 of 2 outside of etrucb're. 1-`'-0'--)
B B SECTION B-B
Wo Use seasonal nurse crop in accordance with seeding dates as
DI-3A DI-38 DI-3C SECTION A -A
�L� L--{ L -I
z"i
8 c -
e•• o,a
1 b•�yr
stated below(
March, April through May 15th Annual Rye
May 16th through August 15th Foxtall Millet
T rAppr. pa.
I riw..
--- � - - _ +1 - I
f-,
LIMITS OF EXPOSED AGGREGATE SIDEWALK
TABLE 3,39-A
August 16th through Sept.,❑ct• Annual Rye
H
H I H I I -Flsy. Floc I I Flow ,•
I
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED ALLE,FIRMCCE AND SLIP RESISTANT
ADHESIVES USED FOR DUST CONTROL
November through February Winter Rye
i y
G OF
l( )1 (lJJ ll JJ ke
A TANGENT PLAN
J -I 11
For use in Bogs I
FACPATILITY THATCANBE APPROAIBLE CHED, ENTERED AND
USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
Water Dilution Application Rate
)K)K)[ If Flatpea Is used, increase to 30 lbs./acre. All legume seed
For tss en 9nodp Both sides to be syrnmetiical F-t' -I
Adhesive (AdhesivelWater) woe of nozzle (Gallons/Acre)
must be property Inoculated. Weeping Lovegrass may also be
p p y p g g y
when so•a� on vial the Mwrc le to be rxv.e In accordance with
Included in any slope or low-maintance mixtures during warmer
Standard plan Is-, The 0& 1 or aed pbting aN materale
lrald.ntal to Itw shopkw Is te be= In ten prke bid for ten drop kwst DETAIL WHEN USED
The 14• dimension Brawn on the standards and apecifed a+ the plans will w axnplete.
NOTES
Anionic As halt
p
seeding periods) add 10-20 lbs/acre in mixes.
n,eosrrned reran the irnert or the ouHaN pips to the top of the strvd+we. Peon Tens ADJACENT TO CURB
t Length of slat (L) wen, in every caw, be shown an plow. WfT140lTT GUTTER
a p� THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)
p10!]WAtJf
Emulsion 711 Coarse Spray 1,200
dtmereked- are knt of for set
ppro y knotlp purposes and the actual dimensions
shall be determined by the contractor from field conditions. when Mlet le used M 4'-0' Medan• back of Inlet le to be shaped to conform
tatomrrdx REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 8 FT. FOR
with proposed curb
ALTERATIONS.
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
Latex Emulsion 12.511 Fine Spray 235
P Y
Tlws Rsm e1sy loll prsr.+o.t °' cowl M plc°• sheet t d 2
DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE
E-
STANDARD CURB DROP INLET SPECIFICATION
PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
Resin In Water 411 Fine Spray 300
12"-30" PIPE MAXIMUM DEPTH (H)=8 REFERENCE
VIRGINIA DEPARTMENT 233
FINISH. RAMP SIIALL NOT EXCEED A MAXIMUM SLOPE OF 120.
caosswAix atosswxx SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
Acrylic Emulsion
I
a
104.09 °f 302
TYPIC PLA EMENT IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED
(elan -Traffic) 711 Coarse Spray 450
trench width
[-� i-+
TRANSPORTATION
TYPICAL PLACEMENT AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL
'a as required
i'31
AT INTERSECTION WITHIN CROSSWALK BE CLASS A-4.
WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO.5 X B" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
Acrylic Emulsion
(Traffic) 3.511 Coarse Spray 350
.','' ,' s' d'a. schedule 40 steel
I�
Q
CG-1i
IKStreet
(WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2".
. ! pipe filled with Concrete 3'
�
l�
approach same
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
and pointed yellow
✓
y are mainline
( A
radius to be as roadway
shown an plans) roadway
CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE IN PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT
•' ''-
7'
W
l
F--I
C (Radius to be as
FOR CURB/CURB AND GUTTER.
2'
w
t
Radial ombination shown on plans) r2'
\ , {
curb and gutter Lj"4"'"Jj
B
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS
TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
VBHH77-158HC-11-77
I
• ' '
F+1
nF�
f2 4 E-4
(St'd. CG-8) I I
P
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSA13LE ROUTE ® WITHIN THE RIGHT OF
2" custom setter
(meter by FCSA)
;
I 18" dio. '. 4, 1'-6"
ij;y:t;i:
h `M +�h��
�'
e I 8 T ,":1, - - -
WAY OF A IIICHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,
WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
cast in lace access standard flat top
D
concrete ,:
encasement
1--�
I g I
PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED
OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
door, centered in for 4' diameter
3
r---M
I-i
Coss A3 (H.E.S. ; . - - -
DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE IIYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
top (see note 1) manhole
Q'
(Optional Flow Linnees� Concrete •d
----- I $�------1-
varies 2' max.
Concrete
thrust block
l�1
Expansion fit Ex ansion Joint
0I P
SPECFICATION
PERPENDICULAR CURB RAMP
at property line finished
BOLLARD DETAIL
A _j k.I SECTION C-C
(see note 2) grade
Q
Z
(ACCESS FOR MOBILITY IMPAIRMENTS) 1 z
41241
Nate: Width B. 2'-0" or as Mainline roadway
shown on typical section.
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION
W W
PLAN VIEW
---.------_ _-
roadway box E
direction of setting to be approved prior to installation
r-�
ram-+ Q
3' riser section for 4'
1 w
concrete ad
P
2" K copper r` diameter manhole
ly
11 -6" sq. x 6" deep
tubing (no join k" with cutouts
d'
Construct Grade changes with o parabolic curve.
from main Curb stop)
e V-6" sq. x 6" deep
as required concrete
pod
10' Parabolic Curve
_ - -_
-�
f�
Edge of shoulder 8% Max. J.c.•
I Flow J
or OptionsUna - when St'd. CG-11 is for built
........_ -
2" mil. - 6" max.
Slope Change D used entrances
2" min.
Saddle with
in conjunction with VDOT projects, please
- - - - - - - - - - -
Malnllne Roadw note the following:
ay 9
4" stone
corporation
CO rOt 0 stop
I
I
ez ilex -
r - -
Sops Change � � D >K * MoinOne pavement shall be constructed
D to the R/W line (except cry subgrode
1
screw type
support blocks
WOter main Sdid SU
under custom setter
i
4" story
40' Min. for Street Connection stabilization required for mainline
lii pavement which can be omitted in
adjustable valve I 36" min.
adjustable
valve box
va x
20' Desirable, for Commercid Enter. the entrance.)
box
ball valve curb st 6" stone bedding
stone one tie mini
mbe"
5' Min.
Radial curb or combination curb
SECTION A - A
with FOP ends, with
2" gate valve
I o o
°p locator marker
and gutter Bence not be constructed
beyond the R/W line except for
location marker
operating nut
one
replacement: purposes.
stone valve I
olugs
Whenused in conjunction with standard
megalugged to
megalug I
6"
Guidelines for Grade Change D CG-3 or CG-7, the curb face on this
main
`.r.•�. ,.
Standard is to be adjusted to match the
mountable curb configuration.
e�
�':.�„. "E^ -megalug
NOTES:
.''':{ r'�• �'r'r'- I - -
Entronce Volume Dssiroble Maximum
_""
• • ... ,
. •
, 1. Access door shall tx by Halliday Products
' �, .: • .:..,� :; l
See Standard CG-12 for Curb Ram design
P
High (more than 1500 VPD) 0 X 3 % to be used with this Standard.
.r: > +�f
j.`.. •-.. ya�E
.:�•: - - - - � ^et
- or our approved equal:
PP eq
?. �•'v',.'.�a`: •: ^� r �;. •+�
•.�
.t'':�r[,�%t::. �:•:r;'� 'N•
r
Medium •500-1500 VPD 3 X 6 X When the entrance radii cannot accommodate
:';: {f 5
.,
t.:
"rr�
8" a) in non -traffic area - model no. S1R3030
' "'ji'"f'
'�''•��'
s.`r. joint
DATE: 4/26/01
the turning requirements of anticipated heavy
truck traffic, be to
{ .:• - •+
`" �. r. „,. �
Fy 'r. , E••;E �.
:f:
b) in traffic area -model no. H1R2424
swivel tee
swivel tee with
Low (less than S00 VPD) 6 X 8 % consideration should given •• ter•... ,•'. : is.
:` - 6" branch
Increasing the depth of adjacent proposed
�.•,.,...
2. Water service crossing street shall be encased
sidewalk to 7 inches.
in 6" dill. SCun PVC or piping. The
SCALE: N/A
I Optional flowline may be used for entrances
thrust block 18" to 24"
CUTOUT DETAIL piping shall run from one foot beyond sidewalk,
foot
in cut edctam
8"x 8"x 16" solid
(typical) across the street, to one foot beyond sidewalk.
Optional rlow4ae may ngeiro warping of a
block
portion of gutter to preclude pending of water.
(for valves 12" and
FIRE HYDRANT ASSEMBLY
DESIGNED BY:
AS
Note: this detail is
larger)
Figure 9
also used for 1 1/2" and 2" METER INSTALLATION
REFERENCE METHOD OF TREATMENT-
butterfly valves
FILE
N0. 2891
CONNECTION FOR STREET INTERSECTIONS
GATE VALVE
Figure a
502 AND COMMERCIAL ENTRANCES
Figure 8
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08
SHEET 06
OF 07
NOTES
I. GRADE SLOPE AROUND PUMP STATION AWAY FROM PUMP STATION TO MINIMIZE WATER IMPACTS
2. PUMP STATION CONTROL PANEL SHALL BE INSTALLED ONE FOOT FROM THE FRONT EDGE OF THE
PROPOSED OFFICE BUILDING AS SHOWN ON THE PLAN VIEW. THE CONTROL PANEL SHALL BE INSTALLED FOUR
FEET ABOVE GRADE. AUDIBLE AND VISUAL ALARM SHALL BE MOUNTED 50 ARE VISIBLE FROM THE ROAD.
3. PUMP STATION EQUIPMENT AND CONTROL PANEL SHALL BE RATED FOR 120VAG SERVICE. CONTROL PANEL
SHALL PROVIDE FOR AUDIBLE ALARM WITH SILENGE AND LAMP AND BATTERY BACKUP. CONTRACTOR WILL
BE RESPONSIBLE FOR SUPPLYING THE APPROPRIATE ELEGTRIGAL SERVICE NEGE55ARY FOR THE CONTROL
PANEL AND PUMP STATION.
4. PUMP STATION SHALL BE INSTALLED WITH ADEQUATE ANGHORA&E AS RECOMMENDED BY THE PUMP
STATION MANUFAGTURER.
5. CONTROL PANEL AND PUMP STATION AGGESS SHALL BE PROVIDED WITH PADLOCKS FOR SEGURITY.
MATCHING KEYS SHALL BE PROVIDED TO THE OWNER.
6. SEWER LATERALS SHALL BE INSTALLED AT A MINIMUM 29 GRADE.
—i. 1 1/4" FORGE MAIN SHALL BE INSTALLED WITH A MINIMUM OF 3 FEET OF GOVER. THRUST BLOGKIN6 WILL BE
INSTALLED A5 NECESSARY FOR PROPER OPERATION.
DES16N GALGULATIONS
DEARING BEVERAGE EXPEGTS 20 EMPLOYEES AT THIS OPERATION
OFFICE FLON5 - 15 6PD/EMPLOYEE (SCAT REGULATIONS)
DESIGN FLOW - 20 EMPLOYEES * 15 GPD/EMPLOYEE = 500 6PD OR 1.04 GPM (8 HR SHIFT)
PEAK FLOW - 3,200 GPD * 2.5 (PEAKING FACTOR) = 1250 GPD OR 2.61 GPM
PUMP STATION DETAILS
(SYSTEM DETAILS INGLUDE 1 1/4 INCH FM FROM GRINDER STATION AND EXISTING 6" FGSA FM.)
NET NELL VOLUME = 10.8 GU. FT.
NET HELL DIAMETER = 2.5 FEET
LON HATER LEVEL = (bg2.52 FEET
FORGE MAIN DISCHARGE ELEVATION = bg4.6l FEET
DESIGN PUMPING RATE = 5.0 GPM
VELOCITY IN THE FORGE MAIN - 3.14 FEET/SEG. (I 1/4" LINE)
STATIC, HEAD = 62.10 FEET
FORGE MAIN LENGTH (1 1/4 INCH) = 65 LF
FORGE MAIN LENGTH (EX. 6" FM) = 7877 LF
FRICTION AND MINOR LOSSES = 4A3 FEET
TOTAL DYNAMIC, HEAD (TDH) = 6-1.03 FEET
PUMP STATION SPEGIFIED - e one SEWER SYSTEM MODEL 2010-g3, DUPLEX PUMPS, EACH PUMP RATING FOR
12.0 GPM AT 2q.0 PSI&
PUMP STATION 5GHEDULE / FLOAT ELEVATIONS AS SHOWN ON THE STATION DETAILS
ELEGTRIGAL DATA - PER MANUFAGTURER'S REGOMMENDATION
m
a
Q
0
CD
CV
rn
0
C
of
0
OD
Cu
i
C
U)
CD
C
a
E
w
M
CID
H
Q
Q
w
0
I
CT)
C0
cli
CD
LL-
treated 2" x 4" post w/ = ENDCAP REMOVED
top 6" painted green
concrete skid pad R
18"x 18"x 6" deep property
line
finished grad 1
lid marked sewer 18'
4" stone
2" SDR-21
roadway box SDR-21
36" 2" x 1 1 /4"
2" ball valve with min. REDUCING 2" square operating nut COUPLING
type K cop
O
force MIP/pack joint
main coupling
saddle
2" corp. FIP/pock joint SDR-21
stop coupling (6 ft. min.) solvent
weld cap
roadway box by Tyler Pipe item
no. 143—R adjustable— 36" to
threaded shaft adjustment only
lid marked— sewer
6"
2" forcedrr-
FORCE MAIN SEWER SERVICE LATERAL
Figure 16
**SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
NOTE: A CONCRETE ANCHOR OF 2600 Ibs (17.3 cu ft) IS
REQUIRED ON ALL MODEL 2010 93' STATIONS.
FILL TO GRADE WITH CLEAN, COIFACTABLE BACKFIU_. SUCH AS
PEA GRAVEL OR CRUSHED STONE, 1/8- - 3/4- N SIZE.
CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL
POURED
�. PRE CAST .ev A IRZ-F[An
N.43*' 'UNDISTURBED
•.•EARTH►.•.
PROFILE (NTS)
2" operating nut
on 2" ball valve
brick
uL NSF CID
SGS CAH 01/21/99 A 1/16
DR BY I CHK'D I DATE ISSUE SCALE
M=
BEMNEFt 8Y8TEk68
MODEL 2010-93
PA 0856 PO4
PUMP STATION GONTROL PANEL
t P O�
(5EE NOTE)
C
ELEGTRIGAL PANEL GONNEGTION
,
q
4� SDP 21
o III
i
D D
D
D D V V
PUMP S ATIO
�.
45 DEG NOS ,,
(TYP)
P 01)
1 1/4" 51 R 21 PVC,
FORGE MAIN
i
RM)
�� �
RM)
i
Y�
EXISTING 6H FORGE MAIN
-' F-05ZCE MAIN TAP TO EXISTING 6 FORGE
EXISTING 6" SEWER
MAIN (TAP COMPLETE BY FGSA STAFF)
GATE VALVE AND
FM
TIE-IN
WATER TIGHT LID, FRP \
FIELD JOINT, REQUIRED
FOR MODELS TALLER
THAN 2010 - 93
ELECTRICAL QUICK DISCONNECT
(EQD)
CORE CONTROL COMPARTMENT
BREATHER
QUICK DISCONNECT ASSY.
(3104 S.S.)
SS CAST BALL VALVE/
DISCHARGE
1-1/4' FNPT
1-1/4' DISCHARGE LINE
(304 S.S.)
41 in CHECK VALVE'
1040 mm (GLASS FILLED
TO DISCHARGE NORYL)
ANTI -SIPHON VALVE /
(GLASS FILLED
NORYL) FI pV F cll
30 DIA in
749 mm
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H.
(34 Ipm AT 42m T.D.H.)
NOTE: A CONCRETE ANCHOR
IS REQUIRED TO PREVENT TANK FROM FLOATING.
SEE INSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR SIZE AND WEIGHT OF ANCHOR
SITE PLAN SCALE 111=1 101
Me Me
STRAIN RELIEF CORD
CONNECTOR
PROTECTIVE CABLE SHROUD
(FRP)
POWER/ALARM CABLE
12-6 W/GND.
ERNAL WELL VENT
2.0' DIA.
INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
35 in
898 mm
ARM V. 6(13.53
TO INLET
26 in
ON ELEV. 6a .86 650 mm
ELEV. 6g2.5218 in 47 gal
OFF 447 mm 179 L
32 gal.
121 L
PROFILE (NTS)
14 in
345 mm
24 gal.
91 L
U L NSF CR
SGS CAH 1/25/99 F 1/16
DR BY CHK'D I DATE ISSUE SCALE
M=
8EWlEF6 8Y8TEM8
MODEL 2010, DETAIL SHEET
PA 0908 P01
93113112141 \
Inala
REDUNDANT RUN (HIG
VISUAL & AUDIBLE
MANUAL SILENCE
MANUAL RUN
120VAC
4X FIBERGLASS ENCL
AVAILABLE CONFIGURE
G05 - STANDARD (SHON
G06 - WITHOUT HOW
G07 - WITH DRY CON
G08 - WITH REMOTE
LIGHTT
Id ® u
0
W 120VAC
NEUTRAL e
y GROUND
FROM PUMP
H u A W
TO GROUND x a W ES
ON ENCLOSURE > w
0
CONTROL CABLE:
TYPE TO DIRECT BURIAL, 12AWG,
SIX CONDUCTOR.
LCO
0
UL NSF
SGS CAH 1/22/99 - 5/32
OR BY CHK'D DATE ISSUE I SCALE
M=
SENNE�i BYSTE11A8
PANEL, 4X SIMPLEX, 120V
LM000156
CONTROL PANEL DETAIL (NTS)
W
W
WCV
O
CV
Cn
DO
CV
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0)
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LTH OF
AND L. KEP ER 9
No,032809
�s`SIONAL ��~
W LU
o Q
a �
Q W
O 0
r--' z
rE^'I
V 1
a Q
W
a
DATE: 6-11— 01
SCALE: AS SHOWN
DESIGNED BY RLK
FILE NO. 2891
SHEET 7 OF 7
-N
CENERA L NO TES
VDOT GENERAL NOTES
LECEND
VICINITY MAP.
0
Vi. All work on this project shall conform to the latest editions of the Virginia Department of
SCALE 1��= 2����
i.
Methods and materials used in the construction of the improvements herein shall conform to the current
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR
County construction standards and specifications and/or current VDOT standards and specifications.
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 be
EXISTING INDEX CONTOUR
"-' b---- �--° """'�30
W
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
govern.
g
40
W
must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROPOSED CONTOUR
G nub y
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
P g P g�
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
P Y P P Y
EXISTING EDGE OF PAVEMENT
EX E/P
v
Z
Control Handbook.
Health Administration and VOSH Rules and Regulations.
PROP E/P
PROPOSED EDGE OF PAVEMENT
0
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
EX CIO
(VDOT) and Frederick County prior to construction in existing State right-of-way.
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
EXISTING CURB AND GUTTER --""
-- "- -` -`-
Z
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
PROP C&G
G
W
No
Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
c
SI E
N
required under State law.
GC-1-6
GG-6R
��o 's'
F..
OD
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
TRANSITION FROM CG-6 TO CG-6R
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer to locate and identify utility facilities or items, which may
EXISTING TELEPHONE LINE
o
0
i
cu 00
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
be in conflict with the proposed construction activity. VDOT approval of these plans does not
PROPOSED TELEPHONE LINE
T T
Wi phester
�irpor x�
,c, �, ce
�
d
J L
�D N
to
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
relieve the developer of this responsibility.
eider
'��ae��
"
>
o m
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
EXISTING STORM SEVER �_ _
,_ EX. 15 RGP
`
Z
-
=
.t N
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V5. Design features relating to field construction, regulations, and control or safety of traffic may
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
PROP. 15 RGP
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representative of the developer must be available at all times.
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
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7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
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V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEWER
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a X
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Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
PROJECT INFORMATION
3
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE
P-
embankment.
and held b the engineer and/or developer with the attendance of the contractor, various Count
Y g P Y
STREET ADDRESS 331 VICTORY ROAD
9.
All pavement sections on the approved plans are minimum sections to be utilized when the actual California
agencies, utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
WINCHESTER, VA 22602 �rt� �I� �t,
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Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V8. The contractor shall notify the local VDOT Residenc Office when work is to be in or cease for'
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EXISTING GAS LINE
PARCEL IDENTIFICATION NO. :: 64-A-80E � ,j � �
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for actual determination of required pavement thickness prior to placement. All final pavement and base
thicknesses be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
PROPOSED GAS LINE
LOT AREA 4.71 AC. , �x:��=-° '/
•: A
i
3"p
course shall
V9. The contractor will be responsible for maintaining adequate access to the from the
DISTURBED AREA 4.71 AC.
w
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
project
���
support values of the soils in the subgrade. Final design shall be submitted during construction
adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LINE
CURRENT ZONING M1 /7 - ®®
pavement
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
and prior to placement.
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE
-►
CURRENT USE VACANT
10.
All roadside ditches at grades of more than 59� shall be paved with cement concrete to the limits indicated
Developer shall have, within the limits of the project, an employee certified by the Department of
FENCELDIE # :�
iF * rf
PROPOSED USE WHO /
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
,
on the plans and as required at the field inspection.
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE
��
BUILDING HEIGHT: MAXIMUM ALLOWED = 60 PROPOSED = 28
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
SIGNS: BUILDING MOUNTED TO CONFORM WITH THE
be minimum 6" diameter and conform to VDOT standard SB-1.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
EXISTING TELEPHONE POLE
STANDARDS OF SECTION 165-30 OF
THE FREDERICK COUNTY ZONING ORDINANCE.
,2.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
at the end of construction.
EXISTING WATERLINE �/
�'��"
OUTDOOR LIGHTING: BUILDING MOUNTED TO BE SHIELDED TO
one litter receptacle shall be provided at the construction site.
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
-!
PREVENT ILLUMINATION /OF ADJACENT
3.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
36" cover and, when possible, to be installed under roadway drainage facilities.
EXISTING FIRE HYDRANT
PROPERTIES
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take
P P Y Y
BUILDING SETBACKS: REQUIRED: FRONT: 75° PROPOSED: FRONT: 76'
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V12. 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
,
SIDE: 25 SIDE: 67.75
condition at all times.
until an adequate design can be determined by the engineer and approved by VDOT.
EXLS'fING WATER VALVE
REAR: 25' REAR: 90.5'
14.
° Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED WATER RTER
®
PARKING SETBACKS: FROM ROAD R/W=25'
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
EXIS°OG REDUCER
FROM PROPERTY LINE=5'
sheets, and connections to existing lines.
shall be present to insure the sample obtained is representative of the location. When soil samples
PROPOSED REDUCER
DUMPSTERS: AS SHOWN
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
-a-
OUTDOOR STORAGE: NONE PROPOSED
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
according to all applicable VDOT standards.
HANDICAP RAMP (CG-12)
�.
::.� __�.- ,.�
PARKING CALCULATIONS
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
DENOTES LOCATION OF STD VDOT
OFFICE: WAREHOUSE:
contractors responsibilityto verif the exact horizontal and vertical location of all existing utilities as needed
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V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
G_12/Og ���pN�
Raw
REQUIRED: 1 SPACE PER 250 S.F. REQUIRED: 1 SPACE PER EMPLOYEE
�
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
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
STAND RAID (."1'1
PARKING INDICATOR
Al2
5,805 S.F. PROP./250=24 SPACES REQUIRED 11 PROP. EMPLOYEES=11 SPACES REQUIRED
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utility verification and the proposed construction.
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TOTAL SPACES REQUIRED=35
X Z
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
HANDICAP SPACES REQUIRED=2
of his construction project within or contiguous to the existing right-of-way.
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
TEST PIT LOCATION
®result
TOTAL=37
'--�
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these lans and
P
--
TOTAL SPACES PROVIDED=38
Q
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
further where determined necessary by VDOT Inspector.
HANDICAP PARKING
(�
LOADING SPACES
W
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development permits.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
REQUIRED: 1 SPACE PER 40 000 S.F.
(.�
� �'
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his,
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT
100
_
TOTAL FLOOR LOADING 6'SPACES PROVIDEDS4 SPACESCES REQUIRED
W Z
project. The relocation should be done prior to construction.
V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement
P Y Y Y q g g / P
PROPOSED BUDDING ENTRANCE
E-4
20.
These plans identify the location of ,all known gravesites. Gravesites shown on this plan will be protected
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
LANDSCAPE CALCULATIONS OPEN SPACE CALCULATIONS
P4
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,_,
in accordance with state law. In the event gravesites are discovered during construction, the owner and
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
REQUIRED: PERIMETER PARKING: 1 �rREE PER 40 REQUIRED: 25%=51,291.9 S.F.
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engineer must be notified immediately.
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
��G STREET LIGHT
-�i-
INTERIOR: 1 TREE PER s 0 SPACES PROP. BLDG.=63,425 S.F.
>
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
PERIMETER=815'=21 TREES PROP. PAVED AREA=88,430 S.F.
O
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
PROPOSED STREET NAME SIGN
ii
INTERIOR=38 SPACES=4 ��REES TOTAL=151,855 S.F.
205,167.6-153,025=53,312.6 S.F.
�
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
Contact the local VDOT Residency Office with an questions regarding sin material and placement.
Y Y q g g g P
T
TOTAL TREES REQUIRED: 25
W 04
"A"
V18. The developer must to the local VDOT list to
PROPOSED SANITARY LATERAL CLEANOUT
10TOTAL
TREES PROVIDED: 26 151 855 OPEN SPACE PROVIDED
53,312.6/205,167.6=25.9%
W W
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22.
Controlled fills shall be compacted to 95� of maximum density as determined by method per standard
provide office a of all material sources prior
P P P
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proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total
SANITARY MANHOLE IDENTIFIER
12
F.A.R. CALCULATIONS
W
(y
professional engineer and results submitted to Frederick County prior to pavement construction. If a
prices
geotechnical report has been prepared, it should supersede the requirements in this note.
may be obscured.
DRAIN STRUCTURE IDENTIFIER
O
REQUIRED: 1.0
PROP. BUILDING=63,425 S.F.
W
;2;
41STORM
Cl)
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
63,425/205,167.6=0.31(F.A.R.)
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
In
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
L4SEMENT LINE _
- _
NO ENVIRONMENTAL FEATURES ON THIS SITE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
CENTERLINE
- -
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION
12.0
TRIP GENERATION DATA
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
+
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
PROPOSED SPOT ELEVATION
115.1
CLASS
USE
GYA
TRIP RATE USE
TPD
specified in Section 316 and VTM-76. A certified compaction technician shall perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
EXISTING TREE LINE
UTILITY CONTACTS
shall be notified and given the opportunity to be present during the construction and testing of the
110
LIGHT INDUSTRIAL
63,425 S.F.
6.97 VPD/1,000 S.F.
442
control strip.
EXISTING TREE t' L%
15" OAK Gam! 15" PINE
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
r..�Q�
PROPOSED TREE C�i�
L
15" OAK 15' PINE
JUL 2
Winchester, VA. 22604 Winchester, VA 22604
FCSA CONSTRUCTION NOTES
(540) 868-1061 (540) 869-1111
pEPT,
F PLANNINGIDEVELOPMENi .
Power: Allegheny Power Phone: Bell -Atlantic
P.O. Box 1458
P.O. Box
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
Hagerstown, MD 21741
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
DATE
REVISION
T
SEAL
�r r� �r
lr ®YER SHEET
, MD
1-500-654-3317 Baltimore, MD 21297
(301) 954-6282
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
5/29/01
FIRE MARSHALL COMMENTS
Project Name:
J
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
DEARING BEVERAGE
5/29/01
BUILDING INSPECTION COMMENTS
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
5/29/01
F.C.S.A. COMMENTS
O,
MISS UTILITY 1-800-257-7777
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
5/29/01
PLANNING DEPARTMENT COMMENTS
Owner: Address, Including Zip Code
& Telephone
No.
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 YOKE
1520 COMMERCE ST.
DEARING BEVERAGE CO.
FIRE MARSHALS NOTE
6/22/01
OWNER COMMENTS
7/ 2/ 01
PUBLIC WORKS COMMENTS
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
MARK D. SMITH
WINCHESTER, VA 22602
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTORS RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
WATER
No.022837
®
(540) 662-0561
Fire lane markings and si�nage:
Any "No Parking" signs and yellow painted curb locations will be installed
Developer: Address, Including Zip Code & Telephone No.
5. FOR AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
by field inspection at the direction of the Fire Marshall's Office.
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
j 0
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
SHEdi�r T INDEX
NAL
SAME AS ABOVE
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD#_.
B. THE AUTHORITY SHALL FURNISH AND INSTALL All 5/8", 3/4" AND 1" WATER SERVICES.
C. FOR ALL 1 1/2" AND 2" WATER SERVICIS-, Tf1E AUTHORITY SHALL MAKE THE TAP AND BRING THE
Engineer Certifying Plan: Address, Including Zip Code
& Telephone No.
STATIC
PRESSURE = STATIC PRESSURE =
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE =
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GREENWAY ENGINEERING WINCHESTER, VA 22602
AVAILABLE FLOW = AVAILABLE FLOW =
(540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
DATE:
04/26/O1
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
PROFESSIONAL SEAL &SIGNATURE
SOURCE: SOURCE:
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
1. COVER SKEET
APPROVAL
DATE: DATE:
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
2. SITE PLAN
THESE PLANS ARE IN CONFORMANCE WITH
COMPLETED.
3. EROSION & SEDIMENT
CONTROL: PHASE 11
COUNTY OF FREDERICK STANDARDS AND
SCALEt
N/A
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
4. EROSION & SEDIMENT
5. PROFILES
CONTROL: PHASE I
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
DESIGNED BY1
HANDICAPPED PARKING NOTE
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
6. DETAIL SHEET
THE ZONING ADMINISTRATOR PRIOR TO
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
7. SEWER PUMP STATION
PLAN
CONSTRUCTION.�Ja/�
1�li 1\
CAS
Handicapped parking spaces and aisles shall slope
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
JOB NO.
2891
no greater than 27 in all directions.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
A REMOTE READOUT IS REQUIRED.
SHEET
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1%2" SM-12.5A
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8" 21-B BASE STONE
E-5" i BASE STONE
RE—(O"
FAVEMENT DETAIL
TO
12.0'
EX. RTE. 128
PVMT. SECT.
N YAR_ ►_ E`g —
PROP, PVMT. SECTION
1-1/2" - SM-12BA
3" - SM-25.0
8" - 21-5
0.0'-12.0,
up
TAPER
MILL 1211xl-1/2"
TIE IN JOINT
1/4 = ' CG-1
EXTEND 21-5
1' BEYOND EP/
BACK OF CURB
TYPICAL 5ECTION VICTORY ROAD RTE, 120
NOT TO SCALE
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
I/ WIDTH VARIES
SEE SITE PLAN \ \ 1
1/4" = I' ow
4"
.°
ar
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4"
I —I I/ I —III —III I —III —III —III —III—
COMPACTED SUBGRADE
(95% DENSITY)
PIN (54-A-801
O �"" .,,. , r� ` HARRY HILL, TRUSTEE
EX. DI DB. 96q PG. 211 f
1 ZONED: MI
6q,5` INV- 6g6.56 USE: WAREHOU51N6 r r
� ' � ,,.,r.. �` """'- •�„- ,may --- __._ --.
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_ + + + + + + + , f fi + + + i r 1 + + + + + + + + + + r — — ,— _ —• — — — — — — — — —
+ + + 1 + + + 4 + + + + + { + , + + + + + 1 + + + + + +
++ ++++{ +++++++.++ ++ ++ 1 GOOLEP- 9 /
- - -_ —+{��d�4T+++++1+'f'++~+}++++++'++++++ +*++ ++++ I GONDEN5ERS }'f - - - - - - - - - -
ECG._ +++++}+ ++ ++.f+ ++ict+
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+ + + + 1 + + + + + + •` —
_-_ __
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G.V.
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31 DOOR MH LIGHT
A(O 250W 1 / 1 I { PROP. WARE1 jOUSE /-sA
6 \ MH LI(5* f 1 { j 3 ,400 E.F. vi
_ _ 1 _ �"' O ELL A
FIRE
HYDRANT] OW HT ; A5- N_
6" PVC PRINKLER/Ii
DRAIN �INE / 1 0
x - MH � - l 8"l" E` ,�
_ - X8X6TEt 5' MAN E6RE55 DOOR
6" � RE LINEATE 1 f �20'
FIf�E LINE GON EGTION i�� I 1 3.' DOOR — - - - - -- -_ ' r_ _-_ _ _ _ - - -
4 - - / I (t I l i ` \ - -
_---------
--- __ - - __-
24' O�RHEAD DOOR � _ _- _ _ _ — - _ _ - _ _ - _ w-
I 24' OVER14EAD DOOR6 PROP. id LOADIAb AREA - - - — ---- - - - - - - - - - - - - -
I F �_ -i= S _ S_- - - - --------
=� I ( 1 `H=28 \ \� — ===-_LA1�lC1P '==__ �-_ -- - --
MH LI(5HT/�` -/` _ _ 2sow
� I ,\ \6 \ �HLICOVCfRETE 51DEWAL< DETAIL 3' MAN)EGRESS DOO �-�___ - - __ _ --- G______ __H_
' -
(NOT TO SCALE) - -_- __--___ - -- - _ -_-__--�►—
-_---
zz
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r0
PROP. GAS DRIVERS BATt4 MEETlIG ROOM
-�- _--
METER I b O S.F. \ \ DOOR - - - - - - - -
TREE LEGEND
SYMBOL
QUANTITY
NAME
HEM&• AT TIME
OF R-AWIN &
REMARKS
2" GAL AT
15
PIN OAK
TIME OF
B$B
PLANTING
-
2" GAL AT
�RIV)
ll
RED MAPLE
TIME OF
O$D
PLANTING
00
6Q8
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I END
GUTTE
i
NOTES:
1. THE BUILDING MOUNTED SIGN AND
ALL OTHER SIGNS SHALL CONFORM TO
THE STANDARDS OF SECTION 165-30 OF
THE FREDER I GK GOUNTY ZONING
ORD I NANGE
2. THE BUILDING MOUNTED
OUTDOOR LIGHTING AND ALL OTHER
OUTDOOR L 1 GHT I NG TO BE SHIELDED TO
PREVENT ILLUMINATION ON TO ADJAGENT
PROPERTIES
3. ALL PROPOSED UTILITIES SHALL
BE LOCATED UNDERGROUND
4. PRIOR TO GOMMENG I NG SITE
WORK, A LAND D I STURBANGE PERMIT
SHALL BE OBTAINED FROM THE
FREDER I CK GOUNTY PUBL I G WORKS
DEPARTMENT BY THE GONTRAGTOR
5. PER CHAPTER 17 OF BOLA,
GONTRAGTOR SHALL APPLY FOR SPED I AL
NSPEGTI ON OF FILL AREAS
6 . BOUNDARY INFORMATION
TAKEN FROM SURVEY PLAT PREPARED BY
RIGHARD U. GOODE G.L.S., DATED JUNE 201
Ig77
� t
EX. PP 1
GATE
� _-,EX__12 - T1 1F ._ t
1�
500' TO RTE. 10 O SIGHT DISTANGE - R PAS REQUIRED-UMPbSTeD SFMM LIMIT - -`- 516HT DISTANCE FOR FUTURE ROA
R( - —
_
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NO. KEY SYMBOL DESCRIPTION
302 ® TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE W/ WASN RACK N
PIN 64-A-801
SILT FENCE Q HARRY HILL, TRUSTEE
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NOTES:
1. PRIOR TO GOMMENG I N6 SITE
WORK, A LAND D I STURBANGE PERMIT
SHALL BE OBTAINED FROM THE
FREDER I GK GOUNTY PUBL I G WORKS
DEPARTMENT BY THE GONTRAGTOR
2. STORMWATER MANAGEMENT
FOR THIS SITE IS PROVIDED FOR BY A
POND ON LOT 5 OF THE WEST/I EW
BUSINESS GENTER
3. THE GONTRAGTOR 15
RESPONSIBLE FOR PRO\/I D I N6 ON -SITE
DUST CONTROL IN AGGORDANGE WITH
STANDARD 3.3q OF THE V I R6 I N I A
EROSION AND SEDIMENT CONTROL
HANDBOOK (VESGH)
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
j
FLOIF III
4
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FENCE AND EXTEND fT INTO THE TRENCH. EXCAVATED SOIL
= FLOW
III will"
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
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TAP BY F.6.5.A. i — / n r
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Downstream
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Elevation
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(ft)
(ft)
(ft)
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0.45
0.45
6.75
13.68
295.00
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693.40
692.52
691.44
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688.75
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20.58
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688.35
696.46
691.19
690.43
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690.43
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690.15
689.71
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692.21
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Area
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Intensity
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Invert
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HGL
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0.75
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691.16
694.24
693.30
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0.59
6.64
9.98
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690.85
694.40
692.73
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DESIGNED BY: AS
FILE NO. 2891
SHEET 05 OF 07
DI-1
Steps are to be provided
when H is e or greater '-2'
For details wsee St'd. ST-1.
2'-7' * 3' ills. weep hole NOTES
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Goa when specified on plow the Invert is to be *hoped
n talon 4' depth AW. In accordance With Standard Plan tS-1. The cost of
N A A H j68, M. or n,mehiq and placing all materlale incidental to th*
1 ^ Elf Iyf, '_ . I /8xe1 width *hoping 1e to be included in the price bid for the drop
~ Cu L 1; 121-15•-18"or 24• inlet complete.
-- i"i•, 1"fi This item may M precast a cost in place.
� I
M cast In pbos concwL to be Cloes A3. For precast
See Sheet 103.03.
d
'� L . . • : G . The IN' Okneruebn shown on the standards ores epecllted
rn on
pipe B» lbe measured from the Invent topp of struot m. Plan 'M ofthe
SECTION A -A are opprox;maM aMy for estimating purposes and the
2'-7' gyt" from eldconaw sF. N be determined by the Contractor
I f from flea conditions.
In the event the Invert of the colas WM Is higher than
PLAN hew baton, of the structure. the invert of the structure
(Grote Removed) j4x8' smooth Dowels a approx. t2 CONCRETE QUANTITIES FOR MIN. DEPTH *hoe be shaped with cement mortar to prevent standing
Or pond"ng of water in the etnucture. The cost for
e-e to be placed in oe areas od)oeent 12" cons. plpe-1.440 Cu. Ydw Concrete Invert shopkng shall be Included In the price bed fa
hole with 12'x12' hardware to abutting concrete to prevent the etnuch,re.
weep plastic setfernenL 15' Cont. pipe-1.528 Cu. Yds. concrete
cloth 1/4' mesh a qaIvaNzed fleet .Ire, 18" Cont. pips-1.620 Cu. Yds. Concrete
minimum wire Ole. 0.03 Inch, rwmtror 4 p Neuvid d do el o 2d T notch may be
meeh hardware cloth anchored firm to D^a'1hed• See Standard T-p-3,1 24' eonc�. pips 89 Cu Cu. Yale. Concrete
firmly alternate design. Add 0.489 Cu. Yda. per ,Jddltlorhol root d depth.
outside d structure.
2 -6' 'h SECTION STEEL -}-)4 SECTION CAST IRON - 1'-3' ram+ NOTES
L21i'x2% X% 1'-3% Lugs to be
10'-4" long IT cost with Collor
One welded BB i TC Any meeting
th to methods of anchorage,
joint i � L J meeting the approval of the Engineer,
^ Optional 0 0 may s substituted bed for the cast iron
iu lugs as shown hereon.
Weld I Brace Ribs_
all connectors 4cludin. 66t3 lbs. iu
to cellar including including
connectors lugs
GALV STEEL or CAST
IRON 4
�"x1 yl'x4" lugs 1•
1¢'x4' Stud Shear IV
connectors
11A-
x SECTION C-C
APPROXIMATE WEIGHT
tm- - Cast Iron
SECTION B-B DIMENSIONS FOR Grate 363 f 18 lbs.
CAST IRON ONLY
DETAILS OF COLLAR AND GRATE
STANDARD DROP INLET SPECFICATXXN
12"-24" PIPE MAXIMUM DEPTH (H)=10' REFERENCE
VIRGINIA DEPARTMENT 233
104.01]of 302
TRANSPORTATION
DI-3A-38-3C
Galvanized plate to be bent
4 x 8" Smooth DowelsOapprox. 12" CC tp be placed in all areas adjacent
on on angle of 68' 30' and is to _
be anchored with 14'x4' stud to
Pry
to abuttingconcrete to ent settlement
connectors welded to trout plate Galvanized
of 2' c-c.
Joint
Eva
Joint
Baal of Sidewalk5•v+/4•
9.4 11'
°
I�a��a�fT For details of inlet Frame h Cover
see St'd. IC-2.
X' 2"
4
8•
2. lion c m Existing or
Ban 8
M'
\
1 Bors F Proposed
. _.. .. �.
I 1
1 6 6 6 6 sdewalk
Type A Type B
2 --0'
�6"--
r
I I a 3'-0'w
Slud
ewe ykon a 2' c-c.
1R NOSE DETAILS
Wow
II I Bare F Ban A Face of Curb �'es''h
2'-0 II Bars D Creek Control Joint *spas c e A
Crack Control Joint Gutter son 8T con 2lc" A
Yost is constructed in Yedion curb or with Integral curb. Gutty is to be omnitted.(See detaXt) -� i .
PLAN a1.h ewe
10' I1ax. I o Note: This orso may be vIfwn. In wldd toss the wponsiah joints e'len. tT
will apply only to curb a curb and gutter. 10'VO%. Bars [
ir iI-, r
L-VarhbM-Max. 20' 7-0•
I_2• 8• 2'-e' e' 3 -0
B SECTION B-B
t- 1 1
2 - - - - - 2• Keytd CaW. Johnt 8°'s 0 Witter
14 1 1w.ped ,triter
Ban F Ban E B .Type A now dsbe shill be used sore ti••
_I e• • w«p t o e� with CC-3 R CG-7 StandaMs. Y I - Hole
J FRONT ELEVATION Type B noes d.eaw shaf be used Min. Weep
Bws F Hardware Cloth
(Gutter removed) 1
with CC-2 eo lX;-8 standards. .. �Osep• I
A * 3" diameter wssphob to be located 1 a
In the went the Invert of the outfdl pip M NolNr thanOnbottom to drain subbase material. WeepI ae b t.
of the structure, the Invert it the struck" sfhai . shaped with cement hole with 12•xt2• plastic hard" proMded wlw N Is
Notes Standard Isefs may be conslr d with caherete molar to prevent saMleq or paneling a wrier in the sVuct- The cloth X• mesh or galvanized steel e" 4'-W or swine
block In accordancs with the details shown on cod for Invert shaping shoe bit I,cbded In the price bid for the structure, wire 11.. 0.03 inch, number 4 mew n TJJJ Far dep ddaV ser
stw4wd ora i g DI -We, hardware cloth anchored firmly to I Y i-Y-e" -1 e• i^ 9t'd. ST-1.
For dimensions and quantities not shown see sheet 2 of 2 outside of structure'
DI-3A DI-38 DI-3C SECTION A -A
_
H I H I Flor FIQw I I Flew 1.
10�
For use in sags
For we on grodes Both sides to be symmetrical •.. I--t.-M-I
When spsesbd on plans the Invert is to be shaped In accordance with
Standard Plan f5-1. The cost of furnishing and placing a1 moteriale
The "W dirnension shown on the standards and specified on the plans will be to the .1 .0 le to be Included in the price bid for the drop inlet DETAIL WHEN USED
msotured from the invert ofthe onMoll pipe to the top of the structure. Plan 't' compirtc ADJACENT TO CURB
w dlnabra are approximate only fur no sstirting purposes and the actual dimensi xns Length of sal (L) will. In every cook be sown an plow. WM40LIT GLITTER
anal be determined by the contractor from field conditions.
when Yeet Is used In 1'-0' Msdfan. bade of Isst is to be ahaps0 to eordorm
with We~ curb.
This Itemn may be precast or cost In Plata. Sheet I of 2
STANDARD CURB DROP INLETsncinCATION
12"-30" PIPE MAXIMUM DEPTH (H)=8'
VIRGINIA DEPARTMENT 233
104.09 of 302
TRANSPORTATION
1AStreet approach same CG-11
(radius to be as A subway as mainline
shown on pions)
C (F'adlus to be os
\ 1 Radial bination
curb*then on pk2m) r2"
J 4• `
and utter
q B
(Biel. CG-6)
Jilin
I B�
s �(
6" Clods A3 (H---
.E.S.
----- Optional Flew Unex - Concrete Jai .
Expansion nt I Expansion Joint
A -1 I SECTION C-C
Note: width 2'-0' or cis Mainline roodv ay
shown on typical section.
PLAN VIEW
r- Construct Grade changes with a parabolic curve.
Edge of shoulder
10' Porabok Curve
8% Max. _
or Optional flow Line-
Slope Change "- D When St'd. CG-11 is used for entrances built
_ in conjunction with VDOT projects, plea se
.Z.fins Roadway
- ' - - - ^- note the following:
Slope % Majp�
- - D 11K Moinfine pavement shall be constructed
pto the R/w line (except any subgrode
40' Min. for Street Connection
stabilization required for m mine
pavement which can be omitted in
20' Desirable for Commercial Entr. the entrance.)
5' Min.
SECTION A - A A Radial curb or combination curb
and gutter shall not be constructed
beyond the R/w line except for
replocertient purposes.
When used in conjunction with standard
Guidelines for Grade Change D CG-3 or CG-7, the curb face on this
Standard is to be adjusted to match the
Entrance volume Desirable Moximum mountoWe curb configuration.
High (more than 1500 VPD) 0 % 3 See Standard CG-12 for Curb Romp design
to be used with this Standard.
Medium w500-1500 VPD) `. 3 % 6 % When the entrance radi-i cannot accommodate
the turning requirements of anticipated heavy
Low (less than 500 VPD) 6 % 8 >< truck traffic. coneideration should be given to
increasing the depth of adjacent proposed
sidewalk to 7 inches.
X Optional fkxwiine may be used for entrances
in out sections.
Optional flowine may require warping of a
portion of gutter to preclude ponding of water.
SPECIFICATION
M JHOD OF TREATMENT-
CONNECTIO � FOR STREET INTERSECTIONS
502
ANC COMMERCIAL ENTRANCES
VIRGINIA DEPARTMENT OF TRANSPORTATION
203.08
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courees provided a
minimum depth of 7' is
maintained.
This area may be concrete
at the option of the contractor For use with stabilized aeon graded
drainage layer, the bottom of the curb
This cuff may be used when and gutter shall be constructed parallel
to the slope
design speed Is 40 MPH or less subbase courses
on Rural highways and 45 MPH or and to the depth
th of the pavement
less in developed urban R suburban
areas. If these design speeds are
exceeded Standard CG-7 Is required.
Note:
Combination curb do gutter having o radius
of 300' or less (along face of curb) shall be
paid for as radial combination curb do gutter.
This item may be precoe or cast in place.
Concrete to be Class A3 if cast in place,
4000PSI if precast.
SPECIFICATIONREFERENCE COMBINATION 6" CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
CG-7 _ -
2" R
2" S' 1" R
d
ee 4
e
t °
°' A d A° e e
A d A. " A
e
d A e ri A 4
p d
A
A' °
A A .
-
- - -
The bottom of the curb and
gutter may be constructed
/
7"
I 2'-0"
parallel to the slope of subbase
f
courses provided a minimum,
This area may be concrete __/
depth of 7" is maintained.
of the option of the contractor.
For use with stabilized open -graded
drainage layer, the bottom of the
curb and gutter ahgij be constructed
This curb may tie used with any design speed
parallel to he slope of subbase
courses and to the depth of the
but is required when design speed is greater
than 40 MPH on Rural highways and 45 VPH
When combination mountable curb and gutter is
pavement.
in developed urbon dt suburban areas.
used, the Standard Entrance Gutters or Standard
Connection for Street Intersections are to have
Note: Combination curb do gutter having a radius
the mountable curb configuration incorporated.
of 300' or less (along face of curb) shall
When this standard is to be tied into existing
be paid for as radial combination curb do
gutter.
barrier curb, the transition is to be made within
10' or the change in standards made at regular
This item may be precast or cast In place.
openings.
Concrete to be Class A3 if cast in place.
4000 PSI if precast.
t--'3OMBIINATION 4" CURB
& GUTTER
SPE°��
201.04 Rev. August 30, 19g6
VIRGINIA DEPARTMENT OF TRANSPORTATION
502
CG-12A
4
s'
A
5'-0" MIN, 3'-0" 5'-0" MIN,
JOINT
B B
1 s„
A TANGENT PLAN
0 7" WHERE STD. CG-3 OR
CG-7 IS USED.
STD. CO 2 ®�B� 12.1% MAX. 48 1 MAX. 'I
OR CG-8
SECTION A -A
N 5 DOWELS, 8" LONG
4 12" C-C PERMISSIBLE
LOPE 10-1 CONSTRUCTION JOINT
MAXIMUM
SECTION B-B
E.oY' LIMITS OF EXPOSED AGGREGATE SIDEWALK
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND
USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
NOTES ,
0=
THIS
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)
h710!lwJlll
CROSSWALK
AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR
ALTERATIONS.
=
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
LI
p
L1
ll
DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE
PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
FINISiI. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 1211.
coosswllx
p105swvJt
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING
II
II
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
TYPICAL PLACEMENT TYPIC PLA EMENT
IF RAMP FLOOR IS PRECAST, BOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED
AT INTERSECTION AT INTERSECTION
SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL
WITHIN CROSSWALK WITHIN CROSSWALK
BE CLASS A-4.
REQUIRED BARS ARE TO BE NO.5 X B" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
(WITH BUFFER STRIP)
FLOOR, MID-DEPTII OF RAMP FLOOR. MINIMUM CONCRETE COVER ,%2".
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT
FOR CURB/CURB AND GUTTER.
WHFN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS
TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
r%
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE 8B WITHIN THE RIGHT OF
WAY OF A I W I TCH AY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,
PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
DIAGONAL VARIATION
OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
EXISTING LIGIIT POLES, FIRE IIYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
PERPENDICULAR CURB RAMP
RE[FKATtGH
REfEREFh(X
(ACCESS
FOR MOBILITY IMPAIRMENTS)
02
203.05
VIRGINIA DEPARTMENT OF TRANSPORTATION
concrete pad
V-6" sq. x 6" deep
4" stone
screw type_
adjustable valve
box
valve
megalugged to
main
-megalug
\--8"x 8"x 16" solid
block
(for valves 12" and
larger)
GATE VALVE
Figure 8
Note: this detail is
also used for
butterfly valves
EROSION AND SEDIMENT CONTROL
NARRATIVE
Description.This project proposes to construct a 63,425 sq.ft. office i red warehouse
building. The total area to be disturbed by this project is approximately 4.11 acres.
Date of constructionConstruction will begin following plan approval and will take
approximately one (I) year to complete.
Existing site conditions: The area to be disturbed under this plan is a combination of
grabs and brush
Adjacent areas -This project is bounded on the north by warehousing at Arbor Court
(under construction), on the east by Winchester Wood Working Co., on the south by
victory Rd. (Route 128) and on the west by James River Equipment Co.
Soils information: The existing boll conditions were obtained from the USDA Soils
Survey. The so 11 types listed is 14C. Erosion potential for these soils is moderate to
severe.
Soils information: The existing soil conditions were obtained from the U.5D.A. lolls
survey. The soil type listed is 95, erosion is a moderate to hazard.
Critical areas: There are no critical areas on this property.
Erosion and sediment control measures: Control of erosion and sedimen' ation for this
site shall be achieved by installing the following:
I. Construction entrance
2. Inlet protection
3. Culvert inlet protection
4. Silt fence
5. Sediment trap
Vegetative measures: Permanant or temporary soil stabilization shall be applied to denuded
areas within seven (1) days after final grading is reached on any portion of the site.
temporary soil stabilizatilon shall be applied within seven (1) days to denuded areas
that may not be at final grade but will remain dormant for longer than fourteen (14) days.
Permanent soil stabilization shall be applied to all areas that are left dormant for more
than six (6) months.
Stormwater management: Stormwater management for this site Is provided for by a pond
on lot 5 of the westview buisness center.
Maintenance Program: The erosion and sediment control measures installed on the site
shall be maintained by performing the following.
I. The site superintendent shall inspect all erosion and sediment control devices after
each rainfall and at least daily curing prolonged rain fall. Damaged c" deficient controls
shall be repaired or improved immediately.
2. The site superintendent shall inspect daily the areas of construction (lictivity to insure
erosion control effectiveness. Additional measures shall be installed it mediately where
deficiencies are found.
3. Permanent erosion control measures include the installation of rip re,) at storm sewer
outfalls and the establishment of grass on exposed surfaces disturbed In the construction
process.
Erosion and sediment control program :
PHASE I:
1. Hold pre construction meeting on site.
2. Install construction entrance and silt fence as shown.
3. Clear and grub.
4. Install storm sewer and inlets.
5. Block designated inlets and install three sediment traps.
6. Complete rough gqrrading. temporary soil stabilization shall be applied to all disturbed
areas within 14 days�f the area is to remain dormant for more than 21�days.
PHASE11:
I. Install remain(nnqq inlet protection on blocked Inlets.
2. Complete utII1T9 installation.
3. Remove sediment trio "A" and convert traps "Bit and "C." to inlet protection devices.
4. Complete finish ggrad nnqq, paving, and permanent stabilization.
5. After approval 6 thelnspector, remove the temporary control devices and stabilize the
areas disturbed during removal.
Note: Frederick County retains the right to add and/or modify these ( robion and
sediment control measures durinnqq the construction process, within rea6 gin, to ensure
adequate protection to the puellc and the environment.
TABLE 3,39-A
ADHESIVES
USED FOR DUST
CONTROL
Water Dilution
Application Rate
Adhesive (AdhesivelWater)
Type of nozzle
(Gallons/Acre)
Anionic Asphalt
Emulsion
711
Coarse Spray
1,200
Latex Emulsion
12.511
Fine Spray
235
Resin in Water
411
Fine Spray
300
Acrylic Emulsion
(Non -Traffic)
711
Coarse Spray
450
Acrytic Emulsion
- (Traffic)
3.511
Coarse Spray
350
VBHH7 158HC-11-77
2" custom setter
(meter by FCSA)
cast in place access
standard Hat top
door, centered in
for 4' diameter
top (see note 1)
manhole
varies
2' max.
at property line
finished
(see note 2)
grade
roadway box
`
E
3' riser section for 4'
2' type K copper
diameter manhole
tubing (no joints
r"
with cutouts
from main to
t curb stop)
`coddle with
corporation stop
-water main solid support blocks
under custom setter
ball valve curb st 6" stone bedding
with FTP ends, with
2" gate valve
operating nut
NOTES:
:+ 1. Access door shall be by Halliday Products
or our approved equal:
8' a) in non -traffic area - model To. S1 R3030
b) in traffic area - model no. 1I1R2424
2. Water service crossing street shall bf, encased
in 6" dia. SCH40 PVC or SDR21 piT ing. The
CUTOUT DETAIL piping shall run from one foot beyc id sidewalk,
(typical) across the street, to one foot beyoi d sidewalk.
1 1 /2" and 2" METER INSTALLATICI `
Figure 6
TABLE 3,31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Qn+c
Planting Dates Species
Sept, 1 - Feb, 15 50/50 Mix of
Annual Ryegrass
(Lollurl multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Seca( cerea(e)
Feb, 16 - Apr, 30 Anual Ryegrass 60 - 100
(Lolllum multi-florum)
May I - Aug. :4 German Millet 50
(Setaria Italica)
Seeding & Mulc -lire
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker se -der or hydroseeder. Small grains shall be
planted no more than one Inch deep. Grasses and legumes
shall be ptant('d with no less than 1/4' soil cover,
Straw mulch shall be applied to all seeded areas at a rate
of 3,500 lbs, p-r acre and anchored with cutback or emutsifled
asphalt at a i ate of 200 gallons per acre, in accordance with
standard 3.35 of the Virginia Erosion and Sediment Control
Handbook,
TABLE 3,32-C
SITE '>PECIFIC PERMANENT SEEDING MIXTURES
FOR APPr1LACHIAN/MOUNTAIN AREA
Total Lbs,
Minimum Care Lowi)
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
- Improved Perennial Ryegrass A
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass i rom approved list for use In
Virginia, 125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red -op Grass
2 tbs.
- Seasonal. Nurse Crop*)K
20 lbs.
150 tbs
Low -Maintenance dope (Steeper than 311)
- Kentucky 31 Fescue
108 tbs,
- Red -op Grass
2 lbs,
- Seasonal Nurse Cropw*
20 lbs.
- Crownvetch wweL
20 lbs.
150 lbs
w Perennial Ryegrass will germinate faster and
at lower soli
temperatures th(.n fescue, thereby providing cover
and erosion
resistance for s >edbed,
�w Use seasonal purse crop In accordance with
seeding dates as
stated below,
March, April through May 15th
Annual Rye
May 16th through August 15th
Foxtall Millet
AugLIst 16th through Sept„Oct.
Annual Rye
NoVEmber through February
Winter Rye
1Kww If Flatpea Is used, Increase to 30 lbs./acre,
All legume seed
must be properly inoculated. Weeping Lovegrass may also be
Included in any slope or low-maintance mixtures
during warmer
seeding periods) (.old 10-20 tbs/acre In mixes.
trench width
6" dia. schedule 40 steel
pipe filled with concrete�i .
and painted yellow
18' dia.
concrete -
encasement
9 V-6' 0
4 3
BOLLARD DETAIL
direction of setting to be approved prior to installation
FIRE HYDRANT ASSEMBLY
Figure 9
pod V-6' sq. x 6" deep
screw type
adjustable
valve tax
I
1 locator marker
mechanical joint
swivel tee with
6" branch
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DATE: 4/26/01
SCALE: N/A
DESIGNFD BY: AS
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NOTES
I. GRADE SLOPE AROUND PUMP STATION AWAY FROM PUMP STATION TO MINIMIZE WATER IMPACTS
2. PUMP STATION CONTROL PANEL SHALL BE INSTALLED ONE FOOT FROM THE FRONT EDGE OF THE
PROPOSED OFFICE BUILDING AS SHOWN ON THE PLAN VIEW. THE CONTROL PANEL SHALL BE INSTALLED FOUR
FEET ABOVE GRADE. AUDIBLE AND VISUAL ALARM SHALL BE MOUNTED 50 ARE VISIBLE FROM THE ROAD.
3. PUMP STATION EQUIPMENT AND CONTROL PANEL SHALL BE RATED FOR 120VAC SERVIGE. CONTROL PANEL
SHALL PROVIDE FOR AUDIBLE ALARM WITH SILENCE AND LAMP AND BATTERY BACKUP. GONTRAGTOR WILL
BE RESPONSIBLE FOR SUPPLYING THE APPROPRIATE ELEGTRIGAL SERVICE NECESSARY FOR THE CONTROL
PANEL AND PUMP STATION.
4. PUMP STATION SHALL BE INSTALLED WITH ADEQUATE ANCHORAGE AS RECOMMENDED BY THE PUMP
STATION MANUFACTURER.
5. CONTROL PANEL AND PUMP STATION AGGE55 SHALL BE PROVIDED WITH PADLOCKS FOR SECURITY.
MATGHING KEYS SHALL BE PROVIDED TO THE OWNER.
6. SEWER LATERALS SHALL BE INSTALLED AT A MINIMUM 2% GRADE.
7. 1 1/4 FORGE MAIN SHALL BE INSTALLED WITH A MINIMUM OF 3 FEET OF COVER. THRUST BLOGKING WILL BE
INSTALLED AS NECESSARY FOR PROPER OPERATION.
DESIGN GALGULATIONS
DEARING BEVERAGE EXPECTS 20 EMPLOYEES AT THIS OPERATION
OFFICE FLOWS - 15 GPD/EMPLOYEE (SGAT REGULATIONS)
DESIGN FLOW - 20 EMPLOYEES * 15 &PD/EMPLOYEE = 500 GPD OR 1.04 GPM (8 HR SHIFT)
PEAK FLOW - 3,200 &PD * 2.5 (PEAKING FACTOR) = 1250 GPD OR 2.61 GPM
PUMP STATION DETAILS
(SYSTEM DETAILS INCLUDE 1 1/4 INCH FM FROM GRINDER STATION AND EXISTING 6" FGSA FM.)
NET WELL VOLUME = 10.8 GU. FT.
NET NELL DIAMETER = 2.5 FEET
LON WATER LEVEL = 6112.52 FEET
FORGE MAIN DISCHARGE ELEVATION = 6g4.67 FEET
DESIGN PUMPING RATE = 5.0 GPM
VELOGITY IN THE FORGE MAIN - 3.14 FEET/SEG. (1 1/4" LINE)
STATIC, HEAD = 62.10 FEET
FORGE MAIN LENGTH (1 1/4 INCH) = 65 LF
FORGE MAIN LENGTH (EX. 6" FM) = 7877 LF
FRICTION AND MINOR LOSSES = 4A3 FEET
TOTAL DYNAMIC, HEAD (TDH) = 67.03 FEET
PUMP STATION SPECIFIED - e one SEWER SYSTEM MODEL 2010-q3, DUPLEX PUMPS, EACH PUMP RATING FOR
12.0 GPM AT 2q.0 PSIG
PUMP STATION SCHEDULE / FLOAT ELEVATIONS AS SHOWN ON THE STATION DETAILS
ELEGTRIGAL DATA - PER MANUFACTURER'S RECOMMENDATION
general backfill
eneral backfill
see note)
................ ..........-:::: see note
.
O.D,;;;;;, ;;;,;;;;;;;
.. O.D.::::::<::>s:
8'
8" 8"
8"
. .
concrete....
24" select backfill
24" select backfill
(see note)
(see note)
O.D.
6" O.D.
6.
1/2 O.D.
6"
6'
stone
stone
STANDAR
CONCRETE ARCH
eneral backfill
eneral backfill
see note)
see note
O.D,;;;;;;;;;;;;;
8"
8" 8"
8"
24' select backfill
24" select backfill
(see note)
(see note)
stone
'
C O.D.
6.
1 /2 O.D.
+�
6"
6"
concrete
concrete
CONCRETE CRADLE
CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
treated 2" x 4" post w/ ENDCAP REMOVED
top 6" painted green
concrete skid pad R
18"x 18"x 6" deep property
line
finished grad
lid marked sewer 18"
1
1 1/4-
4 stone 2" SDR-21
roadway box SDR-21 2" x 1 1/4"
min.
2" ball valve with 36" REDUCING 2" square operating nut COUPLING
type K cop
O
force MIP/pack joint
main coupling
saddle
2" corp. FIP/pack joint SDR-21
stop coupling (6 ft. min.) solvent
weld cap
roadway box by Tyler Pipe item
no. 143-R adjustable- 36" to
threaded shaft adjustment only
lid marked- sewer
6"
2" forced
FORCE MAIN SEWER SERVICE LATERAL
Figure 16
**SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
NOTE: A CONCRETE ANCHOR OF 2600 Ibs (17.3 cu ft) IS
REQUIRED ON ALL MODEL 2010 93' STATIONS.
FILL o a0 BADE WITH CL� COMPACTABLE BACK ILL. SUCH AS
PROFILE (NTS)
2' operating nut
Dn 2" ball valve
brick
@ NSF CID
SGS CAH 01/21/99 A 1/16
DR BY CHK'D DATE ISSUE SCALE
SElME19 8Y8TEM8
MODEL 2010-93
PA 0856 PO4
PUMP STATION CONTROL PANEL
O(SEE
fp
NOTE)
ELEGTRIGAL PANEL GONNEGTION
D
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1 11
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(TYP)
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EXISTING 6" FORGE MAIN
PONCE MAIN TAP TO EXISTING 6" FORGE
EXISTING 6" SEWER
MAIN (TAP COMPLETE BY FGSA STAFF)
GATE VALVE AND FM
TIE-IN
WATER TIGHT LID, FRP
FIELD JOINT, REQUIRED
FOR MODELS TALLER
THAN 2010 - 93
ELECTRICAL QUICK DISCONNECT
(EQD)
CORE CONTROL COMPARTMENT
BREATHER
QUICK DISCONNECT ASS
(304 S.S.)
SS CAST BALL VALVE/
DISCHARGE
1-1/4' FNPT
1-1/4' DISCHARGE LINE
(304 S.S.)
41 in CHECK VALVE__------
1040 mm (GLASS FILLED
TO DISCHARGE NORYL )
ANTI -SIPHON VALVE
(GLASS FILLED
NORYL) I=I F1/ Gsgl ?
30 DIA in
749 mm
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H.
(34 Ipm AT 42m T.D.H.)
NOTE: A CONCRETE ANCHOR
IS REQUIRED TO PREVENT TANK FROM FLOATING.
SEE INSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR SIZE AND WEIGHT OF ANCHOR
SITE PLAN SGALE 1 II=101
STRAIN RELIEF CORD
CONNECTOR
PROTECTIVE CABLE SHROUD
(FRP)
POWER/ALARM CABLE
12-6 W/GND.
ERNAL WELL VENT
2.0' DIA.
INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
35 in
898 mm
ARM V. 613.53
TO INLET
26 in
ON
ELEV. 6g2.86
650 mm
ELEV. bg2.5218 in 47 gal
OFF 447 mm 179 L
32 gal.
121 L
PROF I LE (NTS)
14 in
345 mm
24 gal.
91 L
U L NSF c5p
SGS CAH 1/25/99 F 1/16
DR BY I CHK'D DATE ISSUE SCALE
SEl4l9 -R SYSTEMS
MODEL 2010, DETAIL SHEET
PA 0908 P01
SIMPLEX
MOD 250
REDUNDANT RUN (HIG
VISUAL & AUDIBLE
MANUAL SILENCE
MANUAL RUN
120VAC
4X FIBERGLASS ENCL
AVAILABLE CONFIGURE
G05 - STANDARD (SHON
G06 - WITHOUT HORS
G07 - WITH DRY CON
G08 - WITH REMOTE
1 O
120VAC
o NEUTRAL
N GROUND
FROM PUMP
UQy _W
ES
TO GROUND _J a w'''
ON ENCLOSURE as
a
CONTROL CABLE:
TYPE TC: DIRECT BURIAL, 12AWG,
SIX CONDUCTOR.
ZED
i0
@ NSF
SGS CAH 1/22/99 - 5/32
DR BY CHK'D DATE ISSUE I SCALE
SEMNEFt SYSTEM8
PANEL, 4X SIMPLEX, 120V
LM000156
CONTROL PANEL DETAIL (NTS)
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No.032809
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DATE: 6-11— O1
SCALE: AS SHOWN
DESIGNED BY: RLK
FILE NO. 2891
SHEET 7 OF 7
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