HomeMy WebLinkAbout01-02 Boyce's Martial Arts - Back Creek - Backfile (2)GENERAL NOTES
1. Metilou:: and materials used in the construction of the improvements herein shall conform to the current
Coulit.y callstruction standards and specifications and/or current VDOT standards and specifications.
9
s
tit Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
must, be provided prior to issuance of the site development permit. The approval of these plans in no way
v
r_P ttE es the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
lout rul ii�,itdbuuk.
3 >e 1 A Unit C1luSt �e obtained from the Office of the Resident I e ident Engineer, Virginia Department of Transportation
(V rand Frederick
ick County prior to construction in existing State night -
of -way.
4. Approval of this plan does flat guarantee issuance of an entrance permit by VDOT when such permit is
._l;-
retiinred unuer ate law.
5. The exact location w V at i of all guard rails ill be determined b VDOT r
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D personnel, A joint inspection will be held
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watt) t ile Developer, County Representatives, and Representatives of the Virginia Department of Transportation
tut .l., tc determine if andwhere guard rail and of paved
ditches will be needed. The deve
loper er will be
PS
r _, la _U'
,tstble for providing guardrail and paved ditches as determined by this joint inspection. Refer to
lit,= iiiil Depar-Linent of Transportation (VDOT) Guard Rail ad Paved Ditch Specifications.
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An approved set. �f a plans and all applicable permits trust be available at the construction site. Also, a
rt'I)rtzsentative of the developer must be available at all times.
7 Wariiirig signs, rear kern, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
DeVi,:eS (MUTCD).
8 All 0ii5tntabie rila(eriai sliait be removed from the construction limits of the roadway before placing
1). Ali p) iveinerit sections on the approved plans are minimum sections to be utilized when the actual California
bc.ti {,, r Ratio 0'BR) of tine pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
for ,0-:+_Wail cleterfliinatrori of required pavement thickness prior to placement. All final pavement and base
till►'- i;ites.. s shall be designed in accordance with VDOT's Pavement Design Guide for Subdivision and
Secoii(jary itoads in Virginia", arid shall be based on a sufficient number of CBR tests to determine the true
s{_ipport values of the Solis in the Subgrade. Final pavement design shall be submitted during construction
and pl iot' to piacenient-
10. Ait i oadsicie ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
..)it lie plaits arid as required at the field inspection.
It All ::t_trings shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be iiiiiiinturn 6" diaiiieter and con orm to VOOT standard SB-1.
1 l uuatr+iction debris shaii be containerized in accordance with the Virginia Litter Control Act; no less than
oiie t,cier i eceptacie snail be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering puahc streets, arid it is the contractors responsibility to clean streets, allay dust, and to take
wliatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
coiiuition at all times.
14. • NOL,riCatrari shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer- lines. Information should also be obtained from the appropriate authority concerning permits, cut
streets, and comiecttoris to existing it -lies.
15 All sanitary sewers arid water mains and appurtenances shall be constructed in accordance with the current
si liiciards and Specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The lok-ahon of existing utilities shown in these plans are taken from existing records. It shall be the
conk actors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
pvioi to construction. The contractor shall inform the engineer of any conflicts arising from his existing
vel•ification arid the proposed construction.
IT. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easefnents of utilities, letters of permission from all involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
developrnertt permits.
19 The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
2-0. These plains identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
eilgnieer nlust be notified imn'led►ately.
2L Tho contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at 662--4185 immediately of any discrepancies between actual field conditions and the approved plan.
03. C'ontrotied fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
gootec finical report has been prepared, it should supersede the requirements in this note.
23. Corit.ractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
in Fi t_-derick County appear below. These numbers shall also be used to serve in an emergency condition.
UTILITY CONTACTS
Water; ,,ewer Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
Power: Allegheny Power
Phone: Bell -Atlantic
P.O. Box 1458
P.O. Box 17398
Hagerstown, MD 21741
1-800-654--3317 Baltimore, MD 21297
(301) 954-6282
MISS UTILITY 1-800-257-7777
FIRE MARSHAL It S NOTE
Fire lane markings and signage:
Any "No Pat -king" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FIRE F'i3OW DATA
STATIC 1,"E:S�SLTRE =
RESIFR;AL PRESSURE _
AVAILAbi.xt FLOW =
SOURCE:
DATE.
FIYD#
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
VD0T GENERAL NOTES
Vl. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge! Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
event of conflict between any of these! standards, specifications or plans, the most stringent shall be
gov
ern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration and VOSH Rules and Regulations.
V right-of-way, all traffic control whether permanent or temporary, shall
V3. When working on DOT rig y, p p y,
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
traffic control flaggers must be ce
rtified in accordance with the latest edition of the VDOT Road and
e tion 104.04-C.
Bridge Specifications, c B g p , S
The developer shall be responsible
nsible for relocating, at his expense, an and all utilities including
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traffic signal poles, junctio
n 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
activity. V approval of these plans does of
be in conflict with the proposed construction ac i ity. DOT app al e p n
relieve the developer of this responsibility.
V to field construction regulations, and control or safety of traffic may
5. Design features relating g g Y Y
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision will be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
V9. The contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance in
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
access to other properties affected by this project shall be maintained through construction. The
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
control devices and measures for proper installation and deficiencies immediately after each rainfall,
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
at the end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
36" cover and, when possible, to be installed under roadway drainage facilities.
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
until an adequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
shall be present to insure the sample: obtained is representative of the location. When soil samples
private laboratories for testing, the samples shall be clean identified are submitted to pit g, p y and labeled
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
according to all applicable VDOT standards.
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
further where determined necessary by VDOT Inspector.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-w-- y shall
meet VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
a minimum of four (4) feet from the, edge of pavement. Sign posts shall be of a type found on
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
V1 . T v provide V 8 he developer er must r ide to the local DOT office a list of all material sources prior to
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construction. Copies of all invoices for materials within an dedicated street right-of-way
p y right of ay must be
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
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
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
present during the construction and testing of the density control strip.
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
specified in Section 315 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
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.
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
FCSA CONSTRUCTION _T 1'17WS
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
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 SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
7, THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
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.
9, ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
LECEND VICINITY MAP
EXISTING INTERMEDIATE CONTOUR - 1 SCALE 1' = 2000'
{
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EXISTING INDEX CONTOUR
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PROPOSED CONTOUR 40
.7 0 "la `"! ,''ya-. -_Y •''`�..., "� ,�" ,^'r Y... C.`~'"YC1 r�s•
4
EXISTING EDGE OF PAVEMENT ,t ' + ._ ;•, .. �, � 1. ; ., PROP E/P R.
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PROPOSED EDGE OF PAVEMENT
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EXISTING CURB A 1 UR AND GUTTER
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PROPOSED CURB AND GUTTER i a 1 •" . , a
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EXISTING TELEPHONE LINE t ,l J
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PROPOSED TELEPHONE LINE t
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EXISTING STORM SEWER
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PROPOSED STORM SEWER
EXISTING SANITARY SEWER -
PROPOSED SANITARY SEWER PROJECT INFORMA TION
EXISTING ELECTRIC SERVICE
PROPOSED ELECTRIC SERVICE P P
PARCEL IDENTIFICATION NO.
TAX MAP 75-A-91F
STREET ADDRESS:
COMMONWEALTH DRIVE
EXISTING GAS LINE
TOTAL AREA:
2.0324 ACRES
PROPOSED GAS LINE G
PROJECT AREA:
1.50 ACRES
DISTURBED AREA:
1.50 ACRES
PROPERTY LINE
CURRENT ZONING:
B-3
FLOW LINE
CURRENT USE:
VACANT
PROPOSED ZONING:
N/A
FENCEUNE
PROPOSED USE:
AMUSEMENT AND RECREATION SERVICES OPERATED INDOORS
EXISTING POWER POLE
SIGNS;
ALL SIGNAGE, BLDG. MOUNTED & FREESTANDING,
SHALL REQUIRE A PERMIT & COMPLY W/ ZONING
EXISTING TELEPHONE POLE
OUTDOOR LIGHTING:
ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE
ADJOINERS AND RIGHT-OF-WAYS
EXISTING WATERLINE W/ TEE ITION
iTi
BUILDING SETBACKS:
REQUIRE,,: PROVIDED:
PROPOSED WATERLINE W/ TEE W W
FRONT:
35' 220'
EXISTING FIRE HYDRANT
SIDE:
15' 55.97'
REAR:
15' 37.68
EXISTING WATER VALVE - --
BUILDING HEIGHT:
ALLOWED : 35' PROPOSED 12'
PROPOSED WATER DETER ®
F.A.R CALCULATIONS
EXISTING REDUCER
REQUIRED F.A.R. MAX. 1.0
PARKING CALCULATIONS
PROPOSED REDUCER 1>
PROPOSED BLDG = 7,600 SF REQUIRED: 1 SPACE/150SF (INDOOR RECREATION)
STOP SIGN
LOT AREA = 88531.3
7600/88531.3 = 0.085
S.F. REQUIRED: 1 SPACE/250 SF (OFFICE)
HANDICAP RAMP (CG-12)
3,800 SF/150 = 26 SPACES
�DEEN1OTEASNLO/CATIOUN �OSFF STD �V�D,OT
SfANDARI)DRAMPJCONSTRU �TION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE LINE
EXISTING TREE
PROPOSED TREE
115 3
a15" OAK
DATE REVISION
4/24/02 PUBLIC WORKS COMMENTS
(OW/11/02 VDOT COMMENTS
SHEET INDEX
SHEET 1
.COVER SHEET
SHEET 2
SITE PLAN
SHEET 3
EROSION & SEDIMENT CONTROL PLAN
SHEET 4
LANDSCAPE PLAN
SHEET 5
DETAILS
SHEET 6
DETAUS
15" PINE
2496 SF/250 = 10 SPACES
LANDSCAPE CALCULATIONS TOTAL REQUIRED 36 SPACES
PERIMETER 1 PER 40 FT.
390 FT/40 FT = 10 TREES REQUIRED
INTERIOR 1 PER 10 SPACES PROVIDED
36 INTERIOR SPACES / 10 = 4 TREES REQUIRED
TOTAL TREES REQUIRED = 14 TREES
TOTAL TREES PROVODED = 14 TREES
3' EVERGREEN HEDGE ON P.O.W.
162' R.O.W. = 54 EVERGREEN HEDGES
OPEN SPACE CALCULATIONS
IT =
SITE AREA
2.0324
AC ( 88 731.3
S.F. )
IMPREVIOUS AREA -
0.5783
AC (25,192
S.F.)
PERVIOUS AREA =
1.4541
AC (63,339.3
S.F.)
25% OPEN SPACE
REQUIRED
(13,279.7
S.F.)
63.339.3/88,531.3 =
71.5%
OPEN SPACE
PROVIDED
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HANDICAP SPACES REQUIRED = 1 PER 25 SPACES
HANDICAP REQUIRED = 2 SPACES REQUIRED U)
TOTAL PARKING PROVIDED = 36 SPACES
(INCLUDING 2 HC SPACES) J
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PREVIOUS APPROVED MDP #- 15-99
DUMPSTERS: NONE PROPOSED
TRIP GENERATION DATA
CLASS USE GROSS ACRES TRIP RATE USE VPD
435 MULTIPURPOSE 2.03 ACRES 90.38 PER ACRE 183.5 TRIPS
RECREATIONAL 50% ENTERING
FACILITY 50% EXITING
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LICE NS No.
O, 031 162
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�SSIONAL _�Cs
PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES, ANY DEVIATION OR CHANCE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
COVER SHEET
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Project
,e Name:
IB" 0 Y C E S b4ARTIAI, ARTS
Owner:
Address, Ir'ncluding Zip
Code & Telephone No.
35 W. JUBAL EARLY DR.
MICHAEL BOYCE
WINCHESTER, VA
22601
(540) 723-9700
Developer:
Address, Including Zip
Code & Telephone No.
35 W. JUBAL EARLY
DR.
MICHAEL BOYCE
WINCHESTER, VA
t� t�
22601
-Itu(540) 723-9700
Engineer Certifying Plan:
JUN I Address, Including Zip
Code & Telephone No.
151 WINDY HILL
LANE
GREENWAY ENGINEERING
= = 1 ... WINCHESTER, VA
22602
l t540) 662-4185
APPROVAL DATE: JANUARY, 2002
SCALE: N/A
DESIGNED BY
I
FREDERICK COUNTY ZONING ADMINISTRATOR DATE MSS
J❑B NO. 2530B
• SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL
• SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 6
Trash rack manufactured -
NOTE. SEE STORM WATER MANAGEMENT COMPUTATIONS BOOKLET by Plastic Solutions Inc.
FOR DETAILED POND ROUTINGS AND COMPUTATIONS 540-122-4694 I I
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INV IN 141�9 PORTION OF 1��- C, 4 G
COMMONWEALTH CONE INV OUT 741,12 EX. PIPE 4 ES-1 TF` BE CLEANED ENTRANCE TO BE REMOVED
X 14634
X 141.432 X 14111 i PJGHT-OF-WAY VARIESX -141-ft x 39 X (!PWBAND REPLACEDATT44&0.01
DESIGN SPEED 25 M.P.H. EX. 5TM. STIR DIRECTION OF VDOT INSPECTOR
;'N'V OUT -1-42,26 250' SIGHT DIST. 250'SIGWT DIST/
AFF'-ROX. LO(-... ....... . --------
EX. ENTRANCE
OFF SITE DRAINAGE TO BE COORDINATED
WITH HOOD BY FREDERICK COUNTY
i
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EX, ENITIZ�ANICE
VALLEY PROPERTIES LIMITED
ZONED: 5-3
USE: COMMERICAL
TM 63-A-85
WATER MAIN FROPILE
HORIZ.: I"=50'
'VERT.: 1"=5'
8 04
NOTES:
1. ALL SITE LIGHTING SHALL BE VERIFIED
AND ADJUSTED AS NEEDED BY LIGHTING
CONTRACTOR ALL LIGHTING SHALL BE
DOWNCAST AND / OR SHIELDED TO
PREVENT GLARE AN ADJOINING
PROPERTIES AND RIGHT OF WAYS.
2. CONTOUR INTERVAL I FOOT
3. WATER METER AND SERVICE LINE SIZE ARE
PRELIMINARY. FINAL METER AND LINE SIZE
SHALL BE DETERMINED BY A MECHANICAL
ENGINEER.
4. ALL UTILITIES SHALL BE LOCATED UNDERGROUND
5. HOURS OF OPERATION-
MONDAY - FRIDAY 4: 00 FM - 9:00 FM
SUNDAY 10:00 AM - 11.00 FM
25 0 25 50
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DATE: JAN. 2002
SCALE: 1" = 25'
DESIGNED BY. RLB
FILE NO. 2530B
SHEET 2 OF
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SEEDING NOTES:
I. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 332 OF THE VESCH.
2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
3. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL
(TOP 4-6 INCHES) AT A RATE OF SO LBS. PER 1000 S.F. (2 TONS PER ACRE).
4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 5F. (1000 LBS. PER ACRE).
5. SEED MIX SHALL CONSIST OF SOio KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL
RYEGRASS APPLIED ,AT THE RATE OF 250 LBS. PER ACRE.
(o. STRAW MULCH SHALL 5E APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 200 GALLONS PER ACRE.
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TEMP. SEDIMENT BASIN
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- -- -
4 ;
.- X 144$' TEMP.
-- .
EROSION/SEDIMENT GONTROL LEGEND
NO.
KEY
SYMBOL
DE5GRIPTION
3.02
GE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3.05
SILT FENCE
5.0-7
IP
STORM DRAIN INLET PROTECTION
3.0G
� &
TEMPORARY DIVER510N DIKE
3.10
FD
TEMPORARY FILL DIVERSION
3.12
DIVERSION
5.13
5T
TEMPORARY SEDIMENT TRAP
3.18
OP
OUTLET PROTECTION
3.20
—.' — —
CHECK DAMS
5.55
O
--�--
5ODDING
3.3b
TP
0-0-0
TREE PROTECTION
LG
LIMITS OF GLEARING 4 GRADING
DRAINAGE DIVIDES
GRITIGAL SLOPE
- GRITIGAL SLOPE TO BE SEEDED, MULGHED AND TAGKED
WITHIN 14 DAY5 AFTER START OF 6RADIN6, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER
START
OP L=10'
RESPONSIBLE LAND DISTURBER
NAME: Scott Stickleu, P.E.
GERTIFIGATION #: 051162
DATE: -7/22/ci-7
THE RE5PON51BLE LAND DISTURBER
15 THE PARTY RE5PON51BLE FOR
GARBING OUT THE LAND DISTURBING
ACTIVITY A5 SET FORTH IN THE PLANS.
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RIGNt-OF-WAY VARIES •' a>�'�.,4 _ `0 DESIGN SPEED 25 MPA.
THIS 5NEET FOR 4 5EDIMENT CONTROL ONLY!
25 0 25 50
SCALE: P = 25'
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PROPERTY IS LOCATED APPROXIMATELY 1500 FT. NORTH OF THE INTERSECTION OF ROUTE 31/11, THE
SITE AREA IS 2.0 ACRES OF WHICH APPROXIMATELY 15 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS
PROJECT CONSISTS OF THE CONSTRUCTION OF A 1600 SF BUILDING AND ASSOCIATED PARKING.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY VACANT AND MAINLY CONSISTED OF FLAT SLOPES DRAINING TO NORTHEAST.
VEGETATION CONSISTS OF A SMALL GROUP OF TREES ON THE NORTHERN END, OVERGROu— bRUSH AND
GRASS.
ADJACENT PROPERTY
THE SITE IS BOUNDED BY COMMERCIAL PROPERTY TO THE WEST AND EAST. INDUSTRIAL PROPERTY TO THE
NORTH AND COMMONWEALTH DRIVE TO THE SOUTH.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
STRUCTURAL MEASURES
PHASE I:
A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM
ROUTE 522 TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN
THROUGHOUT BOTH PHASES.
SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO INTERCEPT AND DETAIN SEDIMENT AND
REDUCE FLOWS ACROSS THE SITE.
TEMPORARY SEDIMENT BASIN (3.14) SHALL BE CONSTRUCTED AS A FIRST STEP MEASURE TO DETAIN
SEDIMENT LADEN RUNOFF FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT.
INSTALL A STONE FILTER AROUND POND STRUCTURE ORIFICE TO CREATE SEDIMENT BASIN. THE BASIN SHALL
BE CONVERTED TO THE FINAL SUN POND AFTER THE SITE IS STABILIZED.
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) 5HALL BE PLACED ON ALL CRITICAL
SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
PHASE I I:
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT.
CULVERT INLET PROTECTION (3.08) SHALL BE INSTALLED TO PREVENT SEDIMENT FROM ENTERING,
ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT.
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL Ci21 T iCAL
SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
INSTALL PERMANENT LEVEL SPREADER (320 AT POND OUTFALL TO CONVERT CONCENTRATED FLOW TO SricET
FLOW PRIOR TO ENTERING H.P. HOOD'S PROPERTY AND DRAIANGEWAY.
INSTALL FINAL Sill POND OUTLET CONDUIT AND RISER STRUCTURE AND CLEANOUT SEDIMENT a-A51N TO
CREATE FINAL SWM POND VOLUME SHOWN ON PLANS ONCE UPSTREAM AREAS HAVE BEEN STABILIZED.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1)
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501L STABILIZATION
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 TO BE LEFT DORMANT FOR MORE THAN SIX ((o) MONTHS.
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH
AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED,
SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER
WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY
AS POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE
PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND
REMOVED.
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER i GAS SUPPLY TRENCHES ARE TO BE COMPACTED,
SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE
OPEN AT ANY ONE TIME.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF
GRADING.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL
ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL
CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN
CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE
SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES
SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK -
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS
REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24
HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY.
SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS 15 MAINTAINED.
ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS 15 ESTABLISHED.
TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50q. TRAP EFFICIENCY AND DISPOSED
OF BY SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS
CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE,
CONDITION AT ALL TIMES.
PHASES OF LAND DISTURBANCE ACTIVITIES
1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
2. PLACEMENT OF SEDIMENT CONTROL DEVICES.
3. OBTAIN IN5PECTOR'5 APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS.
4_ CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE.
1. FINAL GRADING.
8. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
S. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR
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SCALE: 1" = 25'
DESIGNED BY: RLB
FILE NO. 2530B
SHEET 3 OF56
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LANDSCAPE LEGEND
KEY
SYMBOL
BOTANICAL NAME
CO'"ON NAME
SIZE (WEIGHT)
QUANTITY
F�EMAWS
dCV2%
OCT05ER GLORY
2-
AR
ACER RUIBRUM
2"CAL
12
5415
MAPLE
GT
GLEDITISIA TRIACANTWOE
SHADEMASTER
2 CAL
2
5$5
LOCUST
AZ
Azalea 'Girard Crimson
GIRARD CRIMSON
-39,11
E�4
CONT.
AZALEA
31 O.G.
x U4.4
14 15 31
X'144. 'I N
PERMANENT SEEDING
X, 144.1
X 145.1
.... . .... .
X 1,44
P1,
X -144L-
X, 1431
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COMMOKLEALTH I-,)RI\/E
X T4.41 1 X '14192 RIGHT -OP -WAY VARIES X _'ill"fiml X
DESIGN SPEED 25 MPJ4.
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Prune codomlnont leaders
Prune rubbing or
cross branches
DO NOT STAKE OR WRAP
TRUNK UNLE55 NEGE55ARY.
REMOVE ALL TAGS AND LABEL
NO LESS THAN 2" CALIPER
AT 6" ABOVE GRADE.
6'
Gut away all balling ropes and
Remove, top of vilre, basket
Widen and score hole wall
Remove container and cut circling
roots if container -grown, or as much
burlap as possible if field grown
12 x BALL DIA, MIN— I
00 NOT prune ternimal
leader or branch tips
I �
Leave solid soil pedestal- do
not dig deeper than ball depth
Dlcj hole 2-3 times root ball width
TREE PLANTING DETAIL
NO SCALE
Prune narrow crotch angles
and water spouts
Prune broken branches
— Prune, suckers
2"-3" mulch kept away from trunk
5oil well to contain water
-- UNAMENDED backFill loll
Partially backfill, water to
settle soil, finish b<3ckfllllng
Area for water drainage
CORNER OF ROOT SYSTEM TO BE AT LINE OF
ORIGINAL GRADE.
FIRMLY GOMPAGTED SAUCER (USE TOPSOIL)
GENTLY GOMPAGTED TOPSOIL MIXTURE.
5GARIFY PIT BOTTOM (MIN. 6").
SCARIFY PIT SIDES
NOTES:
I. MIN. ROOT SPREAD TO BE IN AGGORDANGE WITH
"AMERIGAN STANDARDS FOR NURSERY 5TOGK."
2. PRUNE ALL DAMAGED, DISEASED, OR WEAK LIMBS 4 ROOTS.
3. GLEARLY PRUNE ALL DAMAGED ROOT ENDS.
4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROCESS.
5. SOAK ROOTS IN WATER OVERNIGHT BEFORE PLANTING.
TYPICAL PLANTING DETAIL - SHRUB
TABLE 3,31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS'
Rate
Planting Dates Species (Lios./acre)
Sept. i - Feb. 15 50/50 Mix of
Annual Ryegrass
<Lotium multi-ftorum)
& 50 - 100
Cereal (Winter) Rye
(Secal. cereate)
Feb. 16 Apr. 30 Anuat Ryegrass 60 - 100
(LoLlium multi-ftorum)
May I Aug. 31 Get -man Millet 50
(Setaria itaLica)
Seeding
Seed shaLl be evenly applied with a broadcast seeder, drill,
cu(tIpacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep, Grasses and legumes
shalt be planted with no less than 1/4' soll. cover.
TABLE 3,32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs,
Minimum Care Lawn
Per Acre
- Commercial or ResIdentlal.
200-250 tbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use In
Virginia. 125 tbs.
General Slope <311 or less)
- Kentucky 31 Fescue
128 tbs.
- Red Top Grass
2 tbs.
- Seasonal. Nurse Cropm*
20 tbs.
150 tbs
Low -Maintenance Slope (Steeper than 311)
- Kentucky 31 Fescue
108 tbs.
- Red Top Grass
2 tbs.
- Seasonal Nurse Cropmw
20 tbs.
- Crownvetch xxx
20 tbs.
150 ibs
a Perennial Ryegrass will germinate Paster and
at tower soli
temperatures than Fescue, thereby providing cover
and erosion
resistance for seedbed.
W* Use seasonal nurse crop In accordance with
seeding dates as
stated below,
March, April through May 15th
Annual Rye
May 16th through August 15th
Foxtalt Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
3K*m If Flatpea Is used, Increase to 30 tbs./acre. All legume seed
must be property Inoculated. Weeping Lovegrass
may also be
Included In any slope or low-malntance mixtures
during warmer
seeding periods; add 10-20 (los/acre in mixes,
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DATE: JAN. 2002
SCALE: 1" = 25'
DESIGNED BY. RLB
FILE NO. 2530E
SHEET 4 OF 6
Cl;-12A a. _ cc-1ze
-~ ® 7- WHERE STD. DG-3 OR TEMPORARY SEDIMENT TRAP C01VS l'R UCTIUN (1� f fJ'1 L 1 ' 1{ �;1V C,''
~:• -' CG-7 1S USED 8,-0, 4'-0' 5' MIN. STONE CONSTRUCTION ENTRANCE (WITH WIRE S UPPOR T) L
Z ,
4• STD. CG-2 ®6' 12.1X MAX. 48:1 MAX. �� 1' VARUiBLE 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
0 1`
OR CG-6$ 4a• TRENCH LOPE ALONG THE LINE
cc
20:1 i - a�1,•:4 CROSSWALK OF POSTS.
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-- -- PALEM is
VARIABLE
( 0:1 MAX `- 5, (1210"MpX�-\ A ORIGINAL
SECTION A -A 7UJ
•_t0' MIN. (� J 5:1 GROUND
ll 7VI
5 DOWELS, 5" LONG
-0' 5ii- MIN. O 12' C-C PERMISSIBLE ,a, F7LTER CLOTN 6" M/N. A 67 CU. YD./ACREMOUNTABLE BERMSLOPE 10:1 PERMISSIBLE a a (-77-4L) RIABLE -
CONSTRUCTION JOINT CPf ONST UCU MAXIMUM 7'-10" 5•-0' 7'-1�CONSTRUCTION JOINT I /
CONSTRUCTION ,JOINT
- SIDE ELEVATION
--�--- --- I _ D I MIN. MIN. � - 1 --
ti - - ---:. Z B SECTION B - B IXL57YNC CACX/ND
_ } 67 CU. YD./ACRE
4 8 6• - / ' \ �Ia 6 70' Muv. EXCAVATED 4' MAX. / / / /
/ t . b CROSSWALK ( ) 0
o,oYx, UJ
OMITS OF EXPOSED AGGREGATE SIDEWALK AdIN. I/ FILTER CLOTH ORIGINAL L� L� O
- -------�---1- ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS 4'9W GELEV. {_ CO
UNOBSTRUCTED, STABLE. FIRM AND SUP RESISTANT TYPICAL PLACEMENT / / 1 � I.PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A �-1 TANGENT PLAN//i\-+.--__-IAi'JGE.NI PLAN FACiInY THAT CAN BE APPROACHED. ENTERED AND AT INTERSECTION.IUSED By PERSONS WITH MOBILITY IMPAIRMENTS. SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP �- I „• CV CO
A 7" WHERE STD. WITHIN CROSSWALK IO•MIN• FLOW IIIR V _IIT' N/N.' CQ
CG-3 CG-7 IS USED P EMOIF 4• C{J t� talD 0)
5 -0' NOTES: THIS DESIGN INCORPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60' X 60" MINIMUMNOTESTHIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDLINALK. LANDING (48" WIDE) - ® D G-2 DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL. CROSS SECTI0N 0 F 0UTLET 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE,tjC�sw•U`!---✓�CRUS'SwAuc -'RFCIr•RFD Ar TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 Fr. FOR �7 D. -2 6 OR C[�-6ALIFRATIONS. ORCe-6 CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST WITH SJP RESISTANT INTEGRAL 20:1 DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR RAMP FLOOR MAY BE l•DOr iI W Dp,VNA� ro' MrN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. L. 1-
CURB -�� '--BE PROVIDED BY AN EXPOSED AGGREGATE
) -. � - PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL E � � N I
DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (f2AMP FLOOR MAY BE -_• • . - - , - ` r • 4" COURSE ACGREG47E TO SEDIMENT CLASS PRAP r C%
• -, ' . • _ FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE of 12:1, 8 TRAPPING DEVICE I RI
i�._�_-:� ----- PRECAST OR G,ASi IN PLACE). THE UETECTAEILE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE � f� .' - -- - �- � SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING LENGTH (IN FEET) _ �` ;"UJ
i'i � G 4
n FINISP RAMP SWILL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 1 PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. I 6 X DRAINAGE AREA
�i CROSSWALK ' CROSSWALK I SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED ' 'V� �� FUU WIDTH �_ , •�-•
j SECTION A -A OF INGRESS AND EGRESS (IN AC.) U
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 5 DOWELS, 8" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL OPERAPOW PLAN VIEW a �c
TYPICAL PLACEMENT SIDES
RAMP FLOOR IS IN PET, HOLES MUST BE PROVIDED FOR DOWEL BARS . THAT ADJOINING FLARED BE CLASS A-4.
Al-1,1 AI, SCC 1 r1I NT SIDES CAN BE GIST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL O 12" C-C DIVERSION ice- `i J" x Q
AT INTERS C I ION PERMISSIBLE REQUIRED BARS ARE TO BE N0. 5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP �s - DIKE ' L �-i
AI licit R�I_L �I(iN BE nASS A -a. SLOPE t2:1 �--- �_ hk �
CONST. JOINT FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2".
� WITHIN CROSSWALK REQUIRED BARS ARE. TO BE N0. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP MAXIMUM 72' MIN.
��j `
WITHIiN I,RUS )AA, K 'I ('WjIH EiUFP'tR Si �l) FLOOR, MID-OEPFH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2'. CURB CURB RAMPS WiLL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAUUC CEMENT
IiV CURB RAMPS WILL BE MEASURED AND PAW FOR AT THE CONTRACT UNn" PRICES FOR HYDRAULIC CEMENT � m CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE.
CURB CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT J' MIN. II '� eT'.� 'Y,
CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. / �-._ �.- � '--�
\\� I
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. �_��' �- - .���_�� ///'- II!I II �/ }Y II 1 On
1p
I FOR CURB/CURB AND GUTTER. SECTION B-B WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS J" AAN. `� �c� -��-ti y���- " !
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. 1 - ��-
- TO BE ADJUSTED 10 MATCH THE MOUNTABLE CURB AND CONFIGURATION. b^'?' OMIT$ OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
% \ CURB LAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE ® WITHIN THE RIGHT OF �� �_ �- �_ �_ FLOW
r.' THEY .ARE TO BY PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, CLOTH
1 ® BE SECTION A -A
PRO, C>Sr.D,WAY OF A HJRNONEX i7ENT.CTHEY MUSTBELOCATED �WITHINO PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRACCESSIBUCTED,, STAROUTE BLE, FlRMAND SLIP RESIAS A STANT PROPOSED,
R� DIRECTED BOR EXTHE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND SVEHICLE STOP LINES.
P`''"s
OR A DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP UNES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, WILL ALSO AFFECT PLACEMENT.
DIAGONAL VARiAiiuN EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHED. ENTERED AND /
USED BY PERSONS WITH MOBILITY IMPAIRMENTS. •� : .% :t _ .e%
� II � I
{: •r. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
P-) J -1 I - SPECIFICATION _ _ .
L k i L- N Lr I C U L_AR CURB RAMP REFERENCE � - _ • r,. ".. COARSE AGGREGATE \
D5 SPECIFICATION PARALLEL CURB RAMP
i `-r•�•, .'r,• •':t,:;-. FILTER CLOTH FILTER FABRIC
1 FOR MOBILITY IMPAIRMENTS REPIIeFNCE •' EXCAVATED _ f
C) I
2D.jDF502 (ACCESS FOR MOBILITY IMPAIRMENTS)
- `JiRGIt<<r, Ce�PARiMciVT OF TRANSPORTAT,ON 502
OG-11 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05 _
(radius to bs os '. A CG-6II I I .r'5-• WIRE 1
roadway m molnsne (Rndive to be as RE FORCED CONCRETE DRNN SPACE t* 1;
°h°"' °" parr) show. m plans) COARSE AGGREGATE SHALL BE VDOT #3. # 4
_ -1- , NOTES: 357 OR 5
C _ P1 ARadio) pomoinotlnn 2' 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. SECTION B - B f
era 00--12 i, L rl'--_ - G t and qutter 4" 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 0
x --�- ` B 4000 PSI IF PRECAST. OUTLET (PERSPECTIVE VIEW) SOURCE: Ada Led from Insttallail0n of SL�aw and Fabric Filter Baniels for Sediment COnLroI, PLATE. 3.t15-1 I +- i
(st'a. cc-s} 3. COMBINATION CURB ac GUTTER HAVING n RADIUS SOURCE. AWTED from 1 n f l i ,and �o. D.SWC P le J02-1 g�� t � u�"� I 7
f�B I O T 1":1' OF 300 (FEET OR LESS (ALONG FACE OF CURB) SFW1 1
�.,1 \,\ �, . ,. • • P BE PAID FOR AS RADIAL COMBINATION CURB 8 VA.DSWC-
4' SIDEWALK `tY y GUTTER.
SILT FENCE CULVERT INLET W I
X �\ 6 i Gloss AJ (H.E.S. 4. FOR USE WITH STABILIZED OPEN -GRADED
jOpti0.01 Flow line -
u %\ Concreb � DRAINAGE LAYER, THE BOTTOM OF THE CURB
--- PIPE' OUTLET CONDITIONS
E.pon- JE_ f AND CUTTER StiA1.L BE CONSTRUCTED PARELLEL
,Joint -- -'�_ !� A v1 ! -Expansion Joint TO THE SLOPE OF SUBBASE COURSES LEVEL SPREADER PROTECTION
/ SECTION C-C AND TO THE DEPTH OF THE PAVEMENT.
---� -- -h -- 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED A A
Note: waft "R' Y--n" °. .aq Mainline roodwq IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
shown on typkal section. 45 MPH OR LESS IN DEVELOPED URBAN AND ENDWALL
PLAN Vli_W SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE L)
EXCEEDED STANDARD CG-7 IS REQUIRED. J
CROSS SECTION
3d0 TO F FILL
CULVERT
UT OR EXCELSIOR _- _--_
.. • .' ..: ' d p JUTE, ELS W cv
10' Parabolic Carve A . ►- • • OR EQUIVALENT
I Construct Grade changes with a parabolic curve. _b rep -- • VARIABLE IN. 7')
+► r
Fmle nI ah° xdnr 8x Max- - -7: • t, • STAPLED IN PLACE 3 �4
or opt-, Ilow uns-I-�---I lope Change , ® -__--- D When St'd. CG--11 Is used for entrances built : ..� .. • -.> - _ - •. - • - •.. �- - PIPE OUTLET TO FLAT o
in conjunction with VDOT projects, please -.D - - AREA WITH NO DEFINED BURIED 6 MIN
Maingne RooUwoY -- ---- note the following; - - - 6" MIN.\ -
RC u-.>_1.._.�__ The bottom of the curb and
Slope Chonge -- D I I Mainline pavement shall be constructed guk°r may be constructed! CHANNEL BURIED 6" MIN.
to the R line except an w rode _ rollel to the s of
on ( Y bg I 8 2 -0 minimum depth of 7' Is PLAN VIEW
• D stabilization required for molnline
i 40 Mln, for S�reet Cnr ner;6an subbase oounu provided a
j I20 Desirable for Comore ioi Enlr. pavement•entrance.)
can be omitted In maintained. a e --
.:r' Min. This area may be concrete
,LC )ION A -- A A, Radial curb or combination curb
and gutter shall not be constructed
LEVEL LIP OF � G
replacementnd R/W line purposes except for 1' a SPREADER FLATTER ^
Guidelines tor Grade Chonge D
ul TOE OF FILL 1
When used in conjunction with standard N- 6• o
Lnvarlce Volume OpiroWe Maximum CG-3 or CG-7, the curb face an this
.. Standard is to be adjusted to match the G �• .�
..iyr� Qnore llwn 1$00 YFp mountable curb configuration, _ ° �• C7 jjj�����, ryyy n••
See Stondord CG- 12 for Curb Romp design DI ANCE IS 6' MINIMUM IF FLOW �iNAEl4 J. N TIC f\�C 1
) O x 3 x d SILT NCE o ° I4A, �q✓ \\
Medium •500- 1500 VPD) ! 3 X 6 X to be used with this Standard. LEV SPREADER WITH V E G E T E D LIP Is ARD EMBANKMENT LI N N O.
11. twee than SW vPO) • 6 S 8 K When the entrance radii cannot accommodate Q� 031162
the turning requirements of anticipated heavy ^�
truck traffic, consideration should be given to SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIA[ETER FLOW Y V
iocreosing the depth of adjacent proposed C
sidewalk to 7 inches. SSIONAL
X Optional nowline m be used for entrarces
In cut sections. % A 0 TONAL STONE COMB `ION
Optional Bowline may require warping of a CROSS SECTION
' portion of gutter to preclude ponding of water.
ry{---- . ___----------------------- -- - -- RU ��" COMBINATION 6" CURB & GUTTER 3d (MIN.)
RFFERFNCf METHOD OF TREATMENT- 105 A 0 VDOT #3, #357. #5, #56 OR 1.01.5'
CONNECTION FOR STREET INTERSECTIONS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION tot03 #57 COARSE AGGREGATE IN VARIABLE (MIN. 7')
502 ANJ COMMERCIAL ENTRANCES GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER
203.04
I Y+Rr;iwlA OEPARnACNT OF TRANSPORTATION O[//6X6 TREATED TIMBER
---- ----_� _-- - ---- --_ ._.------_ ------------ - --- � FILTER CLOTH
PIPE OUTLET TO WELL SECURE WIRE TO GROUND 6' MIN. FLOW h'
1 . concrete pad #5 REBAR TO - 2.5'
T �� �' l L7 A. 1�/► t '- I 1'-6" sq. x 6" deep DEFINED CHANNEL WITH WIRE L SECUR TIMBER
\Z,l i �i�.. r_ I r-r >l;_I I�� I � �T�O�
PLAN VIEW
NOT TO SGAiE
7' MIN. 3'
- -- L a UNDISTURBED 2:1 OR •Vol #3, #357. N5, #56 OR #57 COARSE AGGREGATE CUSS I RIPRAP
SOIL FLATTER TO REPLACE SILT FENCE IN " HORSESHOE WHEN
\ / i °"•8•C• ti•e°ti - ..e •°`."" go°'a HIGH VELOCITY OF FLOW IS EXPECTED
0
.... _ -__- 0 9„ MIN. 6• � E-''
- - - _-- - _ 4" n - -- -- --
sto
- 1.5" SM-2A SURFACE COURSE _ =__- _ ==- d SOURCE: ADAPTED (Tore VDOT Stondord S11Mb and Vo. DSWC PLATE. 3.08-1 r
- LEVEL SPREADER WITH RIGID LIP
'. 3" 5M-2 BASE COURSE screw type SECTION A -A �i W E-
` h
spa od•ustable valve box
», 1 36" min. FILTER CLOTH KEY IN 8"-9"; RECOkMENDED FOR ENTIRE PER TER MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. &SPEC. 3.19, RIPRAP E"
� SUBBASE VDOT STD. GR-21A
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION Z
-- - - - SOURCE: VA. DS<gC AND N.C. Erosion and Sediment Control Plannine and Desien Manual PLATE: 3.21 2
GOMPAGTED SUBGRADE location marker BASKET, OR CONCRETE. w j
I_I I f_I a i_I I i-1 i 1=1 i i-1 I I-1 I r_I 1 I-1 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
(�.OMFAGTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT stone volve megalugged USING PLATES 3.18-3 AND 3.18-4. l
to main 3. d = 1.5 TIMES THE MA.XW.TM STONE DIAMETER, BUT NOT � �-•+
VaOT VTM-i i iE T HOD) rmegalugs LESS THAN 6 INCHES. V) CO w E
°```a"'' • y megalug are I -I
-, eboo � Source: Va. DSWC Plate 3.18-1 � , Z � � I
PAVEMENT DESIGN BASED ON A 5UBGRADE CBR DESIGN VALVE OF (o. SOIL TEST•og° W
OF THE SUBGRADE MUST 5UBMITTED FOR ACTUAL DETERMINATION OF REQUIRED + '= I WIC MESH RENPORCING VDIO.T. �} U
�. T �•�r :-A. - ROAD AND BRIDGE STANDARDS SECTION 31a1D4 Q
F.'•� E•4•°•t �O.O, i,°OyJo4y9°°'.": �„f a �1
PAVE( ItN I ,zL;, I ;ON riiCKNZ:5S TPRIOR TO �uNSTr�uCT10N. a as °�° ° �4a a�a �- : A:.. = sal°° °:•. w•°°.°" aa�r''" s Q+
�ge�o�oa •. : �....:. a o �.:�::::; j' ON S i i" T �' i= f C,�t i=,4 Y i„C N T 5 C T f Old 8
,fir.".- • •s I:'•_' G, s T a_+-•. ICI
au° . �.• .g.�•e�d��s; NOT TO SCALE
Dt-pVfnt.3
•r
CLA.% A-3 CONCRETE
I•x4•X4'-6• SLATS, 7-P1N.Ibti NAIL AT thrust block 18" to 24" 6" BASE 21-A �
TOP AND COrrOM 'D 8"x 8"x 16" solid block
r� I C,T I COMPACTED gl1BCsRADE
2"X4"X4� 15EAMs, TOE NAIL_ TO F•05r (for valves 12" and larger) FAfR< i I �� " I A+- L 5 (COMPACTED TO 95x DENSITY AT OPTIM't1M w 1Z1�►► Q
MOISTURE CONTENT, VOOT BTM-1 METHOD) � W
2" 5M-2A SURFACE COURSE O
____n 4 X4•X8' "TO _, a Note: this detail is also (o" SUBBASE VDOT STD. GR-21A TRASH DUl"iPSTEi� P%�D
TM D - aw \ � j used for butterfly valves _-_-_-_
5 -III-III-III=III-III-III-III-III-III- COMPACTED SUBGRADE (NOT TO SCALE)
Is° ----------°- °�--------.--- I I I o i=1 i 1=1 i I_I 11=1 i I=1 i I_I i E i 1=ITl=T (COMPACTED TO 95�o DENSITi' 0
NOTES _ GATE VALVE AT OPTIMUM MOISTURE CONTENT
I. PRESERVATIVE 5TA(N ON ALL WOOD. �' T - - ^ - Figure 8 VDOT VTM-1 METHOD)
MMM
DOLOR TO I7,4TCi THAT Os- BL.DG.
2. FIN15FiED SIDE OF FENCE 5HALL FACE ) M
ADJOINING PROF'ERTI, IF APPLIGABLE. w II
caMPACTEC)caeAve_ SIT=1fl- = PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF (o. SOIL TEST
-I I
LCOD FENGE DETAIN- OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED,
FOF DuMf=STEr ENG�_OSURE PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
---- NOT TO SCALE Dt-pVMT.2
DATE: JANUARY, 2002
SCALE: N/A
DESIGNED BY: MSS
FILE NO. 2530B
SHEET 5 OF 6
eneral backfill
see note)
concret
select backfill
e note)
'" 0. D.
\-- stone
STANDARD
general backfill
(see note)
.-- 11
general backfill
3"
4" select backfill
ee note)
6"
1/2 O.D.
a
CONCRETE ARCH
neral backfill
t" select backfill
ee note)
6"
511
concrete
CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
gate valve ::1:-ate valve trench bottom Jh \
& boxes & box undisturbed earth stone bedding
TEE, WYE, OR PLUG TYPICAL SECTION
In lieu of wood forming the fitting may be wrapped with *denotes hand excavation
polyethylene, and the concrete poured to completely surround "D" = 12" min. for 10" and smaller pipe
the fitting and against undisturbed soil. The bearing dimensions "D' = 18" min. for 12" thru 20" pipe
against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions.
CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS
Pipe
Dia.
Plugs, Wyes &
Tees
11 1/4' and 22 1/2'
Bends
45' and 90'
Bends
--
A
B
C
A
B
C
A
B
C
6"
1'-0"
0'-9"
1'-0"
O'-9"
0'-9'
0'-9"
1'-Y
0'-T
1 -9
8
1 -3
0'-9"
1 -3
0'-9"
0'-9"
0'-9"
1 -6
0'-9"
2'-3"
10"
1'-6"
0'-9"
1' 6"
1 -0
0'-9"
1 -3
1 -9
0'-9"
2 -6
12
1'-9"
1'-0"
2-6
173"
1'-0"
1'-6"
2'- 0
1'-0"
3'-0"
14
2 -0
1'-0"
3 -0
1 -3
1 -0
1 -6
2 -6
1 -0
4 -0
16"
2 -3
1'-0"
3 -6
1'-6"
1 -0
2 -0
2 -9
1 -0
4 -6
18
2 -6
1'-3"
3 -9
1'-6"
-1'-3"
2 -0
3 -0
1'-3"
4 -9
20"
2 -9
1 -6
4 -0
1 -9
-6
2 -0
3 -3
Tr---
5 -0
11 1/4' THRU 90' BENDS
.:.:.:.:.:.:.:....
galy. n rods over fittings and
->:='"=`=-`=:== .
embedded in concrete thrust blocks.
FITTINGSIZE ROD I
D SIZE
N R
0. RODS
EMBEDMEN
T
T
12" & LESS 6
2
30"
___---_- 14" 0 - " 2 8
2
36"
Concrete
Fitting
Volume of thrust block in cu. d.
VERTICAL BENDS
size
11-1 4'
22-1 2'
45'
90'
stone bedding
6" -
-
-
1.3
8" -
-
1.1
2.3
10" -
-
1.8
3.7
THRUST BLOCKS FOR VERTICAL
12" -
1.2
2.8
5.5
UP BENDS SHALL BE THE SAME
14" 0.5
1.7
3.9
7.6
AS FOR HORIZONTAL BENDS.
16' 0.9
2.3
5.1
-
18" 1.4
3.2
6.3
-
20" 2.2
4.5
7.8
-
CONCRETE
THRUST BLOCKING
Figure 2
thrust block
i" dia. schedule 40 steel
pipe filled with concrete -
and painted yellow
18" dia. y\ :..::-
concrete y _
encasement �/ `.
3' El
7'
2'
\j
\\; 3'
77-
BOLLARD DETAIL
direction of setting to be approved prior to installation
concrete pad 1'-6" sq. x 6" deep
FIRE HYDRANT ASSEMBLY
Figure 9
METER BOX and COVER
screw type
adjustable
valve box
fj� /— locator marker
mechanical joint
swivel tee with
6" branch
METER SIZE
METER BOX
METER BOX COVER
5/8"x3/4" or 3/4
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32HH - T
1 "
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
varies as required
corporation
stop 3" stone bedding 18 21
surrounding box
1" 36" min
18" min.
type K copper
tubing, continuous
without joints from
water main
main to meter -
METER SETTING PARTS
line
size
meter
size
yoke
angle yoke
ball valve
angle check
valve
expansion
wheel
1"
5/8"x3/4
Y502
BA94-224W
HHCA91-323-TV
3 & C84- 4
EC-23
1"
3/4"
Y503
BA91- 323W
& C84-34
-
HHCA91 323-N
& C84-34
EC-23
1"
1"
1504
BA94-444W I
HHCA94-444-TV
EC-4
treated 2"x 4"
with
top 6 painted
blue
meter cover
set 2" above
fin. grade prior
18"
to sodding
eter by F.C.S.A
meter box
angle check valve
with drain valve
-angle yoke
ball valve
2 ft.
stone bedding
curb & gutter
Street
3'
U)
M 1 0 0 1'
..:to back of:::::::
INSTALLATION NOTES: sidewalk :
1. Exact location of meter box assembly 'n
to be approved prior to installation.
2. Water service crossing street shall be =:1" type
K
encased in 3" dia. SCH40 PVC or M a - - . o
SDR21 in The piping shall run from 3 :-----copper :;:::__ 3
piping. P P 9
one foot beyond sidewalk, across the `�wffl
street, to one foot beyond sidewalk.
1" X 1" TEE (T444-444)
DUAL METER INSTALLATION
5/8"x3/4", 3/4" & 1" METER INSTALLATION
Figure 5
cast iron cleanout cap with brass plug
R having a countersunk square head
Panello Model PA4SV-CSK (4")
Panello Model PA6SV-CSK (6")
finished 5rade
square concrete skid pad
20"x 20"x 12" deep
I
4" stone
cleanout pipe
SDR 21
SDR 35 spigot by
SDR 21 gasketed
SDR 35
bell adapter
gasketed bell wye
sanitary (see note)
SDR 35 spigot by
gasketed bell 45'
sewer main SDR 21
bend (see note)
6" stone
bedding
NOTE :1.Where length of service
lateral to exceeds
75' a cleanout assembly
shall be furnished at
the property line.
2. If top of sewer main
is greater than 15', then
wye and bend to be heavy
wall SDR35.
SEWER CLEANOUT
Figure 17
Z
W
W
Z
W
0
co
u7
00
acc
ao
C\2
to
CO ►n
-� �
~>
I rn
o
cvt
Z
x
�C\1
W
Lou7
Lo
a
ILI
•�
Q) O
Qi �
cu
wU)
7
O
H
I
n
r4
-0 rMICHAE�
S.
't,� ANS O o.
0 031162
�SSIONAL �C
CC
E-
a
J
E
Z
W
Q>
U
�
Z
E,
milk
Ww
W
ZQ
Q
O
�
Co
O
O
(n
DATE: JANUARY, 2002
SCALE: N/A
DESIGNED BY: MSS
FILE NO. 2530B
SHEET 6 OF 6
NJ
GENERAL NOTES
- s v conform to the current
1 . Met ituu._ anu materials used in the construction traction of the improvements einents herein shall on rm
Colliir.v (_:oristructioir standards arid specifications and/or current VDOT standards and specifications.
to control ei u,�totand siltation, including detention ponds serving as silt basins during construction,
n. t he provided prior to issuance of the site develo rent Permit. The approval of these
plans in no way
4.
r,
•' ,�v., • � r c � t Virginia Erosion and Sediment
e.l t' v � , � ,_ � cut of llte responsibilities contained in the r inia Er s n r i 5 .tic le c loi < t Jt ,t � p g
, of ti �ii 1 Jvr�
f� V Transportation
.r , r r 1 � obtained front i-te office of the Resident Engineer, Virginia Department of A i r ut nt cst >E c >t� aced t ont t ,
I g g P P
aFrederick _ outy prtur, to construction in existing State right-of-way.
4. Approval of this plait hoes not guaiintee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of ail guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer,
er County Ke resentaLives, and
d Representatives of the Virginia Department of Transportation
(VOUT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Viigir„a Department of 'lransportatioi, (VDOT) Guard Rail and Paved Ditch Specifications.
6. Art approved set of plaits and all applicable permits must be available at the construction site. Also, a
rel,resenLac.tve of Lite developer must be available at all times.
7. Warning signs, markers, barricades or fiagmen should be in accordance with the Manual on Uni orm Traffic
Cor,Lt of Devices (MU`i'CD).
8. Ali uii:�uir.auie n►ater iai sliall be removed from the construction limits of the roadway before placing
eti.uanrinieiit.
9. Ail p,ivcrnent. sec lions art Lite approved plans are minimum sections to be utilized when the actual California
iiei,riug i6a o (C ii�) of rite pavement t;ubgrade is 6 or more. Soils tests of the subgrade shall be performed
for ..ictua; deteirrunatiort of requnco pavement. thickness prior to placement. All final pavement and base
co,.lt:;e t.iitcknesses shtuii be dcsikiied in accordance with VDOT's "Pavement Design Guide for Subdivision and
Roads in Virginia', acid sirali be based on a sufficient number of CBR tests to determine the true
s+ti,t,urt values of the sails to lite ,,uugrade. Final pavement design shall be submitted during construction
ait'.i privi_' lu placetltetit.
10, All r,-,odsic c dttclies at, grades of niore than 5% shall be paved with cement concrete to the limits indicated
on the pians and as required at the field inspection.
11 Ali springs slialh be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
b- iiuuintuin 6' diameter atid cunfoiui to VDOT standard SB-1.
1" Construction deut is strap be containerized in accordance with the Virginia Litter Control Act; no less than
oi,e i,tter shall be provided at Lite construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
c,,r,ciitiori al all tinies_
14N ti,t_alioit shall be given to the appropriate utility company Prior to construction of water and/or sanitary
srWe,r lines. Information should also be obtained from the appropriate authority concerning permits, cut
slit-,(Js, and connections to existing lines.
15 Ali sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
staiir:lords and specifications of Frederick County and/or the Frederick County Sanitation Authority.
IG. The iocation of existing utilities shown in these plans are taken from existing records. It shall be the
couiiz,clurs responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
tl't,i'lit_y verilic-ation ai[d Cite proposed construction.
17 ti r ut-veloper will be responsible for any damage to the existing streets and utilities which occurs as a
re:,+il! of his corisl.ructton proje,+ within or contiguous to the existing right-of-way.
18. Whc-ii ,grading is proposed within easements of utilities, letters of permission from all involved companies
nust be provided to i re(Jerick County Sanitation Authority prior to issuance of grading and/or site
<ieveioprnent permits.
11). The developer will be responsible for the relocation of any utilities which is required as a result of his
prcjej .t. 'fiie relocattott should be done prior to construction.
0. Tb,':;e plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in a+. cordance with slue law. In the event gravesites are discovered during construction, the owner and
engineer trust be i;iaiiied irrunediately
21. Tire contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at t`,<iu) 662-4i65 iiiiinediately of any discrepancies between actual field conditions and the approved plan.
ti CuiLtru,ieu ftlis shall be compacted to 957. of maximum density as determined by method "A" per standard
proctor AAariTO-T99, Aa":M-D698, or VTM-1 as applicable. Density shall be certified by a registered
piuiessiorial engineer and results suuraritted to Frederick County prior to pavement construction. If a
geut.ccui;icai report :ids been prt:lp Aced, it should supersede the requirements in this note.
23. Corttrac:tors shall not,tfy operators wito maintain underground utility lines in the area of proposed excavating
or, biasting at least two (2) working days, but riot more than ten (10) working days, prior to commencement
of excavation or ciuiaulitton. Nantes and telephone numbers of the and operators underground utility lines
ill Freciei ick County appear below. These numbers shall also be used to serve in an emergency condition.
UTILITY CONTACTS
Water/ .,,ewer Frederick County Smatation Authority Gas: Shenandoah Gas Co.
P 0 Box 1.677 P.O. Box 2400
Winchester, VA. 2;�604 Winchester, VA 22604
(940) 868-1061. (540) 869-1111
Power. Allegheny Power
P O. Box 1458 Phone: Bell -Atlantic
Hagerstown, MD 21,('41 P.O. Box 17398
1 - 600-654- 3:117 Baltimore, MD 21297
(301) 954-6282
MISS UTILITY 1-800-257-7777
FIRE MARSHAL'S NOTE
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
FIRE: FLOW DATA: - - - HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE
AVAILABLE FLOW =
SOURCE:
n A'r i.•
FIRE FLOW DATA: HYD#
STATIC PRESSURE _
RESIDUAL PRESSURE _
AVAILABLE FLOW =
SOURCE:
DATE:
HANDICAPPED PARKING NOTE
f-iartdicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
VDOT GENERAL NOTES
VI. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations and an other state federal or local regulations lica 1 e
a b e In th
g YPP
event of conflict between an of these standards specifications or pl
ans, ans the most stringent shall be
Y P P g
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
Health Administration and VOSH Rules and Regulations.
V V right-of-way,
3. When working on DOT right of ay, all traffic control, whether permanent or temporary, shall
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
Bridge Specifications, Section 104.04-C.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers„ etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer p to locate and identify utility facilities or items, which may
be in conflict with the proposed construction activity. VDOT approval of these plans does not
relieve the developer of this responsibility.
V5. Design. features relating to field construction regulations, and control or safer of traffic a
g g g Y c may
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
any field revision will be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
V9. The contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance in
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
access to other properties affected by this project shall be maintained through construction. The
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
control devices and measures for proper installation and deficiencies immediately after each rainfall,
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
at the end of construction.
V11, All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
36" cover and, when possible, to be installed under roadway drainage facilities.
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
until an adequate design can be determined by the engineer and approved by VDOT.
V13, All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
shall be present to insure the sample obtained is representative of the location. When soil samples
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
according to all applicable VDOT standards.
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and.
further where determined necessary by VDOT Inspector.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way sa 11
meet VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
a minimum of four (4) feet from the edge of pavement, Sign posts shall be of a type found on
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
V18. The developer must provide to the local VDOT office a list of material sources prior to
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. Uni% and total prices
may be obscured.
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
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
present during the construction and testing of the density control strip.
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
specified in Section 315 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
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.
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
FCSA CONSTRUCTION NOTES
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF' THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR.
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN,
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 SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
& 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.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
LEGEND
EXISTING INTERMEDIATE CONTOUR -
EXISTING INDEX CONTOUR 4..
PROPOSED CONTOUR
40
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
VICINITY MAP
l SCALE 1 "= 2000'
r,
't F �
ir. y ry•
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r
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1,: ;•fY.�"'�V ��� V f� 6' N ilty 'i-. / A
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4
Fk. -r it t
PROPOSED CURB AND GUTTER y ", .::� =. � .; ,. ", ,• ..
TRANSITION FROM CG 6 TO CG 6R �:
h
.I
r . �a - • u � i
V
,
EXISTING TELEPHONE LINE -y , ( � .. . _ ,,.�� ,+.,,,,.2. ;:. � , �., :�
t y s
Zt f J
•'F
1
{_
PROPOSED TELEPHONE LINE TT.! •. .� , , � .,� , ,. r,.-,! _,.:.
- --- ----- *'7 f;�
EXISTING STORM SEWER _ � _ :,:::. }j/j/y �•!'`,..,�. �� .. �:- , .
1,..
r t ..
PROP. P
h. �. n _ +t.
RO 5 RG � ., J L x \� t
f
r
PROPOSED STORM SEWER Jj(
EXISTING SANITARY SEWER - -- -�TM ---•-�- -- -- ° ---
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE -------
PROP E/P
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE
PROPOSED GAS LINE G G
PROPERTY LINE
FLOW LINE - - - - -
FENCELINE
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE y +TT-►�
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
-
PROPOSED WATER METER m
EXISTING REDUCER
PROPOSED REDUCER
STOP SIGN
HANDICAP RAMP (CG-12)
cDCEN1OTEASNLOCAIOR LOCATION OF STD VDOT
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE LINE
EXISTING TREE
PROPOSED TREE
I2
100
1153
15" OAK 15" PINE
L
DATE REVISION
4/24/02 PUBLIC WORKS COMMENTS
(0:/11/02 VDOT COMMENTS
SHEET INDEX
SKEET 1 .COVER SHEET
SHEET 2 SITE PLAN
SHEET 3 EROSION & SEDIMENT CONTROL PLAN
SHEET 4 LANDSCAPE PLAN
SHEET 5 DETAILS
SHEET 6 DETAILS
J. y •- - - ,J % f x..VIM
.fs. 'k' . a r 1 t:_ 4_ �.'s.l,..� ,a,::'.z' 4 X'..'C"cb�'r::
PROJECT INFORi A TION
PARCEL IDENTIFICATION NO. TAX MAP 75-A-91F
STREET ADDRESS:
COMMONWEALTH DRIVE
TOTAL ARE:
2.0324 ACRES
PROJECT AREA:
1.50 ACRES
DISTURBED AREA:
1.50 ACRES
CURRENT ZONING:
B-3
CURRENT USE:
VACANT
PROPOSED ZONING:
N/A
PROPOSED USE:
AMUSEMENT AND RECREATION SERVICES OPERATED INDOORS
SIGNS:
ALL SIGNAGE,
BLDG. MOUNTED & FREESTANDING,
SHALL REQUIRE
A PERMIT & COMPLY W/ ZONING
OUTDOOR LIGHTING:
ALL LIGHTING
SHALL BE SHIELDED TO PREVENT GLARE
ON ADJOINERS
AND RIGHT-OF-WAYS
BUILDING SETBACKS:
REQUIRED:
PROVIDED:
FRONT:
35'
220'
SIDE:
15'
55.97'
REAR:
15,
37,68'
BUILDING HEIGHT:
ALLOWED
: 35' PROPOSED 12'
0
Z
a:
UJ
0 6 a
LLA
Ap pit
-IJ
0
1�0
in
M
W
'0000M
0
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to
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Li_
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F.A.R CALCULATIONS
0)
REQUIRED F.A.R.
MAX. 1.0
PARKING CALCULATIONS
PROPOSED BLDG
= 7,600 SF
REQUIRED: 1 SPACE/150SF (INDOOR RECREATION)
CIO
LOT AREA =
7600/88531.3
88531.3 S.F.
= 0.085
REQUIRED: 1 SPACE/250 SF (OFFICE)
F'"
O
3,800 SF/150 = 26 SPACES
14
E
2496 SF/250 = 10 SPACES
�
124z
TOTAL REQUIRED = 36 SPACES
t-c --
LANDSCAPE CALCULATIONS
PERIMETER 1 PER 40 FT Z w
390 FT/40 FT = 10 TREES REQUIRED Q J
INTERIOR 1 PER 10 SPACES PROVIDED �
36 INTERIOR SPACES 10 = 4 TREES REQUIRED HANDICAP SPACES REQUIRED = 1 PER 25 SPACES W U)
/ Q
HANDICAP REQUIRED = 2 SPACES REQUIRED xLJL Z N
TOTAL TREES REQUIRED = 14 TREES
TOTAL TREES PROVODED = I `: REES TOTAL PARKING PROVIDED = 36 SPACES
(INCLUDING 2 HC SPACES) j �'T,
3' EVERGREEN HEDGE ON R.O.W. 4-+
162' R.O.W. = 54 EVERGREEN HEDGES x �%
PREVIOUS APPROVED MDP # 15-99 CIO 1_� .
Nab d w
DUMPSTERS: NONE PROPOSED
W
OPEN SPACE CALCULATIONS
SITE AREA = 2.0324 AC (88,531.3 S.F.)
IMPREVIOUS AREA = 0.5783 AC (25,192 S.F.)
PERVIOUS AREA = 1.4541 AC (0-,339.3 S.F.)
25% OPEN SPACE REQUIRED (13,279.7 S.F.)
63.339.3 88 531.3 = 71.5% OPEN SPACE PROVIDED i
r �.
'RIP GENERATION DATA N
CLASS USE GROSS ACRES TRIP RATE USE VPD cry O
C:. e
435 MULTIPURPOSE 2.03 ACRES 90.38 PER ACRE 183,5 TRIPS tit' O
RECREATIONAL 507. ENTERING t-A
FACILITY 50% EXITING V)
Ci-
<
SEAL
LT
P"MICHAEL S.. SSLiP2CK
LICENSE No.
�0 031 162
SSIONAL
CO VER SHEET
Project Name BOYCE'S MAK'I'I;\I, A h'I'
Owner:
Iv1ICHAEL BOYCE
1
VDeveloper:
MICHAEL BOYCE
Engineer Certifying Plan:
GREENWAY ENGINEERING
PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
Address, Including Zip
Code & Telephone No.
35 W. JUBAL EARLY DR.
WINCHESTER, VA
22601
(540) 723-9700
Address, Including Zip
Code & Telephone No.
" 35 W. JUBAL EARLY DR.
WINCHESTER, VA
22601
ilihr W lfltl"� (540) 723-9700
Address, Including Zip
_
Code & Telephone No.
151 WINDY HILL
LANE
WINCHESTER, VA
22602
(540) 662-4185
APPROVAL DATE JANUAPY, 2002
SCALE: N/A
F , ++�G�1 a,��•c �P �Z DESIGNED BY
FREDERICK COUNTY ZONING ADMINISTRATOR DATE MSS
JOB NO, 2530B
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL -
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 6
NOTE: 6EE STORM WATER MANAGEMENT COMPUTATIONS BOOKLET
FOR DETAILED POND ROUTINGS AND COMPUTATIONS
z- r
FRYE
ZONED: 5-3
USE: COMMERICAL
TM 63-A-62
Trash rack manufactured -
by Plastic Solutions Inc.
540-122 -4694
IOOYR W5E = 14431
IOYR LLGE-144.20
2YR WSE = 144.08 v
FOND CUTFALL STRUCTURE DETAL
NOT TO SCALE
6 16*26'12" E 113,54'
7"1_11
15, 5RL
x IA6-) AP
X 145.4
M X 14!�-I PR
Ln
'146
X 141)',
X 146.7
IN l6'13'25" W 11658'
ZONED: 5-3 w
>
USE: RESIDENTIAL
TM 63-A-83
5vkl/v f ,
2'
�-y OF
Co Vi C.P
5ROY ZONED: 5-3 z FYI
-0 1 1,
FYI M
LA A) USE: RESIDENTIAL w M F-- FYI
1,0 --< -1
x TM 63-A-94 M i5 0 kp �j
A POSITIVE DRAIN DITCH SHOULD 0(p -4 (p
0 0 BE DEVELOPED FROM RTE. 11 1-4 "1 I C)N Z
CULVERT TO 20' DRAINAGE E5M.'T "A
7
----------------- ! -71 5 l6'13'24" E 22655' A
------------
.15
RAISEIEX.
5ANPIP EX. SAIN, 5EWPER
19,
x 144.4
23729,
TRASH RACK
Dr = 48"
RCP RISER
4" ORIFICE
INV. - 1410.95
H.P. HOOD'INC.
ZONED: M2
USE: INDUSTRIAL
TM 63-A-86A
TOP OF BERM
14550
5WMCONTROL
2- 45' BEND 5TR. (SEE DETAIL
A , THIS SHEET).
N 16'36'00" WTC
5M"I 5TM. R.
EX, TOP -- i4&fo
ST
STD. CG-11 PORTION OF M. C, 4 G
COMONWEALTH DkIVE !NV IN = 141.'1�9 EX. PIPE 4 ES -I TF 5E
INV OUT 4 1, 12 L E,4 IIEQ ENTRANCE TO BE REMOVED
E
IN
X V
INV X.
X 148.41 i X 141.92 X 141,11 RIGHT-OF-WAY VARIES,X 14'ljg* x -591 X (54JDAND REPLACE-D'AT T+450,01 X 14634,
DESIGN SPEED 25 M.PJ4. EX. 5TM. STIR, DIRECTION OF VDOT INSPECTOR
!NV OUT 42 -16
250'51GWT DIST. 250'SIGHT DIST/
PROY-- LOC.
`x. ENTRANCE
OFF SITE DRAINAGE TO BE COORDINATED
WITH HOOD BY FREDERICK COUNTY
x'-'J=FRGX, LOC.
VALLEY PROPERTIES LIMITED
ZONED: 5-3
USE: COMMERICAL
TM 63-A-85
1+50 2+00 2+50
LUATER MAN f=f;RCF1LE
PORIZ.: I"=50'
VE RT.: I" = 5'
150
14E)
140
135
130
NOTES:
I. ALL SITE LIGHTING SHALL BE VERIFIED
AND ADJUSTED AS NEEDED BY LIGHTING
CONTRACTOR ALL LIGHTING SHALL BE
DOWNCAST AND / OR SHIELDED TO
PREVENT GLARE AN ADJOINING
PROPERTIES AND RIGHT OF WAYS.
2. CONTOUR INTERVAL I FOOT
3. WATER METER AND SERVICE LINE SIZE ARE
PRELIMINARY. FINAL METER AND LINE SIZE
SHALL BE DETERMINED BY A MECHANICAL
ENGINEER.
4.ALL UTILITIES SHALL BE LOCATED UNDERGROUND
5. POURS OF OPERATION:
MONDAY - FRIDAY 4:00 FM 9:00 FM
5UNDAY 10:00 AM 11:00 FM
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DATE: JAN. 2002
SCALE: 1" = 25'
DESIGNED BY: RLB
FILE NO. 2530B
SHEET 2 OF
X
SEEDING NOTES:
1, ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VE5CH.
2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4".
3. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL
(TOP 4-6 INCHES) AT A RATE OF 50 LBS. PER 1000 S.F. (2 TONS PER ACRE).
4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
5. SEED MIX SHALL CONSIST OF S09. KENTUCKY 31 TALL FE5UE ANu 10% IMPROVED PERENNIAL
RYEGRA55 APPLIED AT THE RATE OF 250 LBS. PER ACRE.
6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED ARE45 AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMUL51FIED ASPHALT APPLIED AT A RATE
OF 200 GALLONS PER ACRE.
EROSION/SEDIMENT CONTROL LEGEND
NO.
KEY
Sl'(- 30L
E)ESGRIPTION
5.02
GE
TEMPORARY GRAVEL GONSTRUGTION
ENTRANGE
3.05
SILT FENCE
5.0-7
IP
STORM DRAIN INLET PROTECTION
3.OG
TEMPORARY DIVERSION DIKE
3.10
FD
TEMPORARY FILL DIVERSION
3.12
DIVERSION
3.13
5T
TEMPORARY SEDIMENT TRAP
3.15
�P
®
OUTLET PROTECTION
5.20
tGD
--- ®-- ®--
CHECK DAMS
3.33
®
-- 5�--
5ODDINO
3.35
TP
0-0-0
TREE PROTECTION
LIMITS OF GLEARING d GRADING
4 ` DRAINAGE DIVIDES
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAY5 AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
1/7
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X 1448
Xii43.
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TH15 5HEEt FOR ION 4 5ED11 ENT CONTROL ONLY!
RESPONSIBLE LAND DISTURBER I.
NAME: Scott Stickle P.E_.
GERTI F GATI ON #:
DATE: -7/22/q-7
THE RESPONSIBLE LAND DISTURBER
15 THE PARTY RE5PON51BLE FOR
GARBING OUT THE LAND DISTURBING
ACTIVITY A5 SET FORTH IN THE PLANS.
25 0 25 50
SCALE: I" = 25'
EROSION AND 5EDIMENT CONTROL N,4RR,4TIVE:
PROJECT DESCRIPTION
THE PROPERTY 15 LOCATED APPROXIMATELY 1500 FT_ NORTH OF THE INTERSECTION OF ROUTE 31/11. THE
SITE AREA IS 2.0 ACRES OF W41CW APPROXIMATELY 1.5 ACRES WILL BE DISTURBED FOR THIS PROJECT. I HIS
PROJECT CONSISTS OF THE CONSTRUCTION OF A 1600 SF BUILDING AND ASSOCIATED PARKING.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY VACANT AND MAINLY CONSISTED OF FLAT SLOPES DRAINING TO NORTHEAST.
VEGETATION CONSISTS OF A SMALL GROUP OF TREES ON THE NORTHERN END, OVERGROWN BRUSH AND
GRASS.
ADJACENT PROPERTY
THE 51TE IS BOUNDED BY COMMERCIAL PROPERTY TO THE WEST AND EAST. INDUSTRIAL PROPERTY TO THE
NORTH AND COMMONWEALTH DRIVE TO THE SOUTH.
ER0510N AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
STRUCTURAL MEASURES
PHASE I:
A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM
ROUTE 522 TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN
THROUGHOUT BOTH PHASES.
SILT FENCE (105) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO INTERCEPT AIVO DETAIN SEDIMENT AND
REDUCE FLOWS ACROSS THE SITE.
TEMPORARY SEDIMENT BASIN (3.14) SHALL BE CONSTRUCTED AS A FIRST STEP MEASURE TO DETAIN
SEDIMENT LADEN RUNOFF FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT.
INSTALL A STONE FILTER AROUND POND STRUCTURE ORIFICE TO CREATE SEDIMENT BASIN. THE BASIN SHALL
BE CONVERTED TO THE FINAL SUM POND AFTER THE SITE IS STABILIZED.
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRII IGAL
SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
PHASE II:
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT.
CULVERT INLET PROTECTION (3.06) SHALL BE INSTALLED TO PREVENT SEDIMENT FROM ENTERING,
ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT.
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL
SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
INSTALL PERMANENT LEVEL SPREADER (321) AT POND OUTFALL TO CONVERT CONCENTRATED FLOUT TO SHEET
FLOW PRIOR TO ENTERING N.P. HOOD'S PROPERTY AND DRAIANGEWAY.
INSTALL FINAL SWM POND OUTLET CONDUIT AND RISER STRUCTURE AND CLEANOUT SEDIMENT BASIN TO
CREATE FINAL SUN POND VOLUME SHOWN ON PLANS ONCE UPSTREAM AREAS HAVE BEEN STABILIZED.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1)
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL 5TA51LIZATION
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 TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS.
TOPSOIL THAT WAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED B)' MULCH
AND/OR TEMPORARY VEc F-TATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED,
SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER
WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY
AS POSSIBLE.
TWE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE
PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS WAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND
REMOVED.
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER A GAS SUPPLY TRENCHES ARE TO BE COMPACTED,
SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE
OPEN AT ANY ONE TIME.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITWN FIVE (5) DAYS OF COMPLETION OF
GRADING.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL
ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL
CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTWER UNFORESEEN
CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE
SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES
SWALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN TWE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS
REPRESENTATIVE AND WITWIN 24 HOURS AFTER ANY STORM EVENT GREATER TWAN 0.5 INCHES OF RAIN PER 24
HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY.
SEEDED AREAS SWALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS 15 MAINTAINED.
ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRA55 IS ESTABLISHED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED
OF BY SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET 15
CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROAD5 IN A CLEAN, DUST AND MUD FREE,
CONDITION AT ALL TIMES.
PHASES OF LAND DISTURBANCE ACTIVITIES
1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
2. PLACEMENT OF SEDIMENT CONTROL DEVICES.
3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS.
4. CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE.
i. FINAL GRADING.
8. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
9. REMOVE EROSION AND SEDIMENT CONTROL MEA5URE6 WITH THE APPROVAL OF TOE INSPECTOR
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DATE: dAN. 2002
:x:ALi': 1" = 25'
DESIGNED BY: RLB
FILE NO. 2530B
SHEET' 3 OF 6
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X 144.4
X 141':1 X 144.111
PERMANENT SEEDING
4,
X '14411
X'144
• IT X 144.5
X 143.1
LANDSCAPE LEGEND
KEY
SYMBOL
50TANICAL NAME
COMMON NAME
SIZE (HEIGHT)
QUANTITY
REMARKS
elm
?'40K
AR
ACER R1J5RUM
OCTOBER GLORY
2" CAL
12
545
MAPLE
GT
GLEDITISIA TRIAGANTHGE
5HADEMA5TER
2" CAL
2
545
LOCUST
AZ
Azalea 'Girard Crimson,
GIRARD CRIMSON
3611
54
GONT.
AZALEA
31 O.G.
X 142.1
443
X 143�_
X 411.6
"T
V V
2
X
3-AR
144.2
X' 14
1
X "146.7
X
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CVI�3
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X 142.43 1 Z
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W_ X 144
X T4.1
.4 A
_411C -
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'X 1441
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X M '4
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X 14�.$
14� 43.1
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X 43.?
7 Jj 3-AR
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0"
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FIANENT SELF NIS
445
0
X .6
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---I -K X14E,.4 c�
------------- --------
7
W-F.-
'Ilk
COMMMWEALTH PRIVE
RIGHT-OF-WAY VARIE
X 146.41 1 - X 140,59 X 146.81
�Y, 14192 Sx 141" 61.
141
DESIGN SPEED 25 MPJ4.
----------
...........
... ..... . ..
_14
49
X 141.01 >," 14(034
Prune codominant leaders
Prune rubbing or
cross branches
DO NOT prune ternimal
leader or branch tips
DO NOT STAKE OR WRAP
TRUNK UNLESS NEGE55ARY.
REMOVE ALL TAGS AND LABEL
NO LESS THAN 2" GALIPER
AT 6" ABOVE GRADE.
6'
Gut OV40Y all balling ropes and
Remove top of Hire basket
NIden and score hole wall
Remove container and cut circling
roots if container -grown, or as much
burlap as possible IF field grown
1-2 x BALL DIA, MIN-- I
Leave- solid soil pedestal- do
not dig deeper than ball depth
Dig hole 2-3 times root ball width
TREE PLANTING DETAIL
NO SCALE
Prune narrow crotch angles
and water spouts
Prune broken branches
- Prune suckers
2"-3" mulch kept away from trunk
5oll well to contain water
- UNAMENDED backfIll soil
Partially backfill, water to
settle soll, finish backFIlling
Area for water drainage
CORNER OF ROOT SYSTEM TO BE AT LINE OF
ORIGINAL GRADE.
FIRMLY GOMPAGTED5AUGER (USE TOPSOIL)
GENTLY COMPACTED TOPSOIL MIXTURE.
SCARIFY PIT BOTTOM (MIN. 6).
SCARIFY PIT SIDES
NOTES:
I. MIN. ROOT SPREAD TO BE IN ACCORDANCE WITH
"AMERICAN STANDARDS FOR NURSERY STOCK."
2. PRUNE ALL DAMAGED, DISEASED, OR WEAK LIMBS 4 ROOTS.
3. CLEARLY PRUNE ALL DAMAGED ROOT ENDS.
4. DO NOT ALLOW ROOT5 TO DRY OUT DURING INSTALLATION PROCESS.
5. SOAK ROOTS IN WATER OVERNIGHT BEFORE PLANTING.
T`rFIGAL PLANTING DETAIL - SHRUB
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERItIS
'QUICK REFERENCE FOR ALL REGIONS'
Rat-
PtartIng Dates Specie (Los./acre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lotium multi-florum)
& 50 - 100
Cereal, (Winter) Rye
(Secal, cereate)
Feb. 16 Apr. 30 Anuat Ryegrass 60 - 100
(LoIllum multi-florum)
May 1 Aug. 31 German Millet 50
(Setaria itaLica)
Seeding
Seed shot( be evenly applied with Q broadcast seeder, drill,
cuttlpacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no Less than 1/4' soil cover.
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TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
.4'NLTI1 Oi '-7
FOR APPALACHIAN/MOUNTAIN AREA
Minimum Care Lawn
Total Lbs.
Per Acre
A K A
Commercial or Residential 200-250 tbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
LI N E No.
- Improved Perennial Ryegrass w
- Kentucky Bluegrass
High -Maintenance Lawn
0-10%
0-10%
0
A 031162
-%NAL IV.
Minimum of three (3) up to Five (5) varieties of
bluegrass From approved list for use In Virginia.
125 klos.
General Slope (3,1 or Less)
- Kentucky 31 Fescue
128 tbs.
- Red Top Grass
2 tbs.
- Seasonal Nurse Cropow
20 tbs.
150 tbs
Low -Maintenance Slope (Steeper than 311)
- Kentucky 31 Fescue
108 (13s.
- Red Top Grass
2 tbs.
- Seasonal Nurse Cropxx
20 tbs,
- Crownvetch xxx
20 tbs,
150 tbs
Perennial Ryegrass will germinate Faster and
at tower soll
temperatures than Fescue, thereby providing cover and erosion
resistance For seedbed.
E_
* Use seasonal nurse crop in accordance with
stated below)
seeding dates as
0
March, April through May 15th
Annual Rye
May 16th through August 15th
Foxtalt Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
E-
o)K* If Ftatpea Is Increase to 30 klos./acre. All legume
used,
seed
must be property Inoculated. Weeping Lovegrass may also be
Included In any slope or tow-maIntance mixtures during warmer
Z
seeding periods; add 10-20 tbs/acre In mixes.
TH15 SHEET FOR LANDSCAPING ONLY!
25 0 25 50
SCALE: I" = 25'
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DATE: JAN. 2002
SCALE: 1" = 25'
DESIGNED BY RLB
FILE NO. 2530E
SHEET 4 OF
7- WHERE STD. CG-3 OR TEMPORARY SEDIMENT TRAP CONSTRUCTION OF A SILT FENCE
� STD12.19 MAX.
I' VARIABLE 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO THE POSTS.
^/
OR CG-6
TRENCH UPSLOPE ALONG THE LINE
LE
PAWMENr ORIGINAL
SECTION A -A 4,Z 1.0,
A If 5 DOWELS, 5- LONG
SLOPE
U NSIRUCTION JOINT CV VARIABLE
CON!�IRUCTION JOINT 10 CONSTRUCTION JOINT
l�zql_li MIN. I MIN.1 L SIDE ELEVATION
_-T
SECTION 8
CROSSWALK 70, MIN. (EXCAVATED) 4' MAX. Ui
LIMITS OF EXPOSED AGGREGATE SIDEWALK
-T-- I All ER CLOTH ORIGINAL
._J L FILT GROUND I
B CIO
WASHRACK
ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS TYPICAL PLACEMENT ELEV.
UNOBSTRUCTED. STABLE, FIRM AND SUP RESISTANT 110,
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A xt-1-1 TANGENT PLAN
1ANOLN I Ptj\N FACILITY THAT CAN BE APPROACHED. ENTERED AND AT INTERSECTION
USILD BY PERSONS WITH MOBILITY IMPAIRMENTS. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I I CO
FLOW
7" WHERE STD. i
WITHIN CROSSWALK hi
NOTES: FAWNENT
THIS DES GN INCORPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MINIMUM
THIS OLS-GIN TO USED FOR Cori THAT INCORPORATES WIDER SIDEWALK. LANDING WIDE) 2 DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL. CROSS SECTION OF OUTLET
CROSSWALK CRfJSSWALK i i AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 Fr. FOR TDcCG-2 6- 3. ATTACH THE FILTER FA Ri TO THE WIRE 4. BACKFILL AND COMPACT THE
A,. FRA"ONS. 8R G-6 CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) NTH SUP RESISTANT INTEGRAL I CQ
Oil, I FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECA150 Vill SLIP RESISTANT INTEGRAL 20:1 DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE LODI 4 _POSni DPol!"NAGE MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
PRECAST OR CAST IN PLACE). THE DIETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE /1 10,
OEr,_,",Al WARNING SURFACE COVERING THE ENTIRE 'WIDTH OF THE RAMP FLOOR ( RAMP FLOOR MAY BE
-J PRi OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE -------------------- 7J RNSH. RAMP SHALL NOT EXCEED A IMAXIMUM SLOPE OF 12:1.
i : AIAAIP SHALL I EXCEED A #.Wiull SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY NTH RAMP FLOOR OR BY USING LENGTH (IN FEET) L
el
S PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 6 X DRAINAGE AREA
CROSSWALK CROSSWALK 1 L.01i'll SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAIAP FLOOR OR BY USING IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED Al Eli FULL VADTH (IN AC.) Iwo
R CONST'RUC-D',N JOINT WTH REQUIRED BARS. SECTION A -A OF INGRESS AND EGRIESS
5 DOWELS, 8* LONG
SIDES CAN BE CAST IN PLACE AFTER PLACEMENT Of PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL PLAN VIEW 1-MW 11
RAMP FLOOR 15 PRECAST. HOLES Ill BE PROVIDE.0 FOR DOWEL BARS SO THAT ADJOINING FLARED BE CLASS A-4. OPER477ON
CAN Bf. CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP lwLOOR. PRECAST CONCRETE SHALL DIVERSION
DIKE
AT iNILRSEl N A"! I'N! 1- 1 PERMISSIBLE REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED I ` CENTER TO CENTER AL014G BOTH SIDES OF THE RAMP
BE i i A- 4. SLOPE 12 CONST. ii FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2-.
Vi L",POS"MALK R(oLRED BA�` ARE TO BE NO. 5 X 8* PLACED V CENTER TO Cl ALONG BOTH SIDES OF THE RAMP MAXIMUM
Will LRO��vvk.rl F,0i MID-D MH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 112'. 1' CURB RAMPS Wl BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT 12' MAY.
T� CURR i(All 'VILL BE MEASURE,') AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE- IN -PLACE.
'R,-GATE SIDEWA-K, COMPLETE- IN -PLACE. CURB/CURIB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT MIN. 0�
Cl SIDEWALK AND EXPOSED AG(, FOR CURB/CURB AND GUTTER. Jill
Cu�:,;/Oi AND GuITER SLOPE TRANSIll ADJACENT TO THE CURB RAMPS ARE INCLUDED IN PAYMENT
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD IS
FOR CURB/OiRb AND GUTTER.
WHEN USED IN CONJUNCTION NTH STANDARD OC-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO WiCH THE MOUNTABLE CURB AND CONFIGURATION. 0) 0
TTITI
TC, ji #,ii.�vi,i.FD TO MATCH THE MOLWABLE CURB AND CONFIGURATION. UMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
Cl RAMl APE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 13Y Tll�E ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE to WITHIN THE RIGHT OF , I 4�
FILTER CLOTH OW >
-t_R AND ACCESS13Lf ROUTE 59 WITHIN THE RIGHT OF
-WALK IS EXISTING,
og ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONE it
Ti ,4C T( ol� PROl AT INTERSECTIONS WHEREv WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. SECTION A -A
WAY 1- A Hi(;HWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDE EXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
,STRAN CROSSWALKS AS SHOWN ON PLANS ISTANT OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDF UNOBSTRUCTED, STABLE, FIRM AND SLIP RES -7' TI'
OF e', OIRl BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
DIA60NAL VAHAiil EXISTING LIGHT . POLES, FIRE HYDRANTS, DROP INLETS. ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHED, ENTERED AND 16
USED BY PERSONS WITH MOBILITY IMPAIRMENTS. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SPECIFICAT)ON COARSE AGGREGATE
PERPLENLDICULAR CURB RAMP REFERENCE I i / (
�E PARALLEL CURB RAMP
FOR MOBILITY IMPAIRMENTS) 105 FILTER FABRIC
502 AREA
502 (ACCESS FOR MOBILITY IMPAIRMENTS)
(mcli.s to be i Go n1anill Cl WIRE
Showir, on A roadway (Rod;,., lo ,il n. REINFORCED CONC ETE Dil SPACE
ff - on plains) NOTES: ; -COARSE AGGREGATE SHALL BE VDOT #3, Rx"i OR #5
ST'O Cc 12 L 'ARil 1,,ornbin.t i 4' 'THIS ITEM NAY BE PRECAST OR CAST IN PLACE. SECTION B-B
curb and quit., 6 CONCRETE TO BE Cl A3 IF CAST IN PLACE, OUTLET (PERSPECTIVE VIEW) SOURU: All tied from Installiation of Straw and Fabric Filter Bil for Sell CoaLrgi, PIATE. 3.05-4 C
3. COMBINATION CURB & GUTTER RAVING A RADIUS SOURCE Al from 198J kiyknd Standards for Soll erosion ond SleIdlml Con bol, and Va. OW Plote J02-1 braw & TYU ILI
300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB & SOLIRCE@ VA. DSWC PLATE. .1.13-2
SIDEWALK GUTTER.
4. FOR USE WITH STABILIZED OPEN-GRAIDED
Optional Flow Line Cioni SIL T FENCE CUL VER T INLET
2- DRAINAGE LAYER, THE BOTTOM OF THE CURB
,'-Cxponsion Joint TO THE SLOPE OF SUISBASE COURSES PIPE OUTLET CONDITIONS
Joint '61 -C AND TO THE DEPTH OF THE PAVEMENT. LEVEL SPREADER PROTECTION
- A __J / I i - SECTiON C 4' 'R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
Note, Ill 'W 7' f)' Mainline roadway IS 40 MPH OR LESS ON RURAL HIGHWAYS AND A A
Shown an "'an 45 MPH OR LESS IN DEVELOPED URBAN AND ENDWALL
VIFW SUBURBAN AREAS. F THESE DESIGN SPEEDS ARE
PLAN IF
EXCEEDED STANDARD CG-7 IS REQUIRED.
CROSS SECTION
A to JUTE, OR EXCELSIOR CULV
do
10 1 1 C-0 construct Grace changes with a parabolic curve. A
OR EQUIVALENT VARIABLE IN. 7
Fri of I o., STAPLED IN PLACE
When St'd. Cl 1 1 is used for entrances built PIPE OUTLET TO FLAT
Skip. Change D i
in conjunction with VDOT projects, please
Roon-Y note the follo.ing; - . P . - AREA WITH NO DEFINED BURIED 6" MIN. 6" lul
The bottom of the curb and el
gutter may I con.0tructed CHANNEL
Sap; chariqa parallel to the slope of BURIED 6" MIN.
)KAMall pavement gnall be constructed
to the R/W li- (except any subgrode 2*-1 sub' PLAN VIEW
40' 1 far Street Connell Stabilization requinild for mainline irrilrimurn depth of 7' Is
. - - I -i pavement which min be omitted In maintained.
,I Min. Sil I iON A A A Radial curb or combination curb
and gutter hall not be constructed LEVEL LIP OF
beyond the I line except for L a SPREADER 2:1 OR
When used in conjunction with standard TOE OF FILL
CG-3 or CG-7, the curb face on this
Q11it Maximum Standard is to be adjusted to match the 0% MICHAE S. �T!ChI :P-
"'Yn (more inan 15W vi 0 % 3 X mountable curb configuration. _L SILT INCE 4 t _ I
See Standard CG-12 for Curb Romp design d DI CIE Is 6' MINIMUM IF FLOW
Medium .5m.-1500 vi 3 X 6 X to be used with this Standard. LEV SPREADER WITH VEGE TED LIP Is ARD EMBANKMENT I I& Nil
�Iell than 500 vi 6 % 8 % When the entrance rl cannot accommodate 0 031162
the turning requirements of anticipated heavy ;Ii
truck traffic, consideration should be given to SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERINETER FLOW
increasing the depth of adjacent proposed
A Optional flowline, may De used for entrances
Optional flowlrxe may require warping of a CROSS SECTION
portion of gutter to preclude ponaing of water. SPMFICATIO
REFERENCE COMBINATION 6" CURB GUTTER
502 VIRGINIA DEPARTMENT OF TRANSPORTATION #57 COARSE AGGREGATE IN VARIABLE (MIN. 7')
FOR STREET INTERSECTIONS 201.03 GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER
AND COMMERCIAL ENFRANCES d
VIP,:1NI* OF TRANSPORTATION 0 1 TREATED TIMBER
* FILTER CLOTH I MIN.
PIPE vil TO WELL SECURE WIRE TO GROUND / [/— ____1 11. FLOW
concrete pad WITH WIRE STAPLES #5 REBAR TO 2.5'
l'-6' sq. x 6" deep DEFINED CHANNEL SECUR TIMBER
T PLAN VIEW
SOIL FLATTER TO REPLACE SILT FENCE IN * HORSESHOE WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
31, BrII-2 Bill coli screw type LEVEL SPREADER WITH RIGID LIP z
!141 36" min. MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP
KEY IN
I 1—i I 1_4 1 1-1 1 1-1 1 i—I NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Pluail and Desip Ilan PLATE: 3.21-2 "1
1 BASKET, OR CONCRETE.
(CCNi=,4= TO e5% [)EN,517T' 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
4T C)FTiMUM fliC15TURE CONTENT stone —volve megolugged USING PLATES 3.18-3 AND 3.18-4.
megalugs to moin 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
megol
NOT TO SCALE
i'X4'X4'-Il SLATS, 2-FINIS" NAIL AT thrust block 18" to 24"
V'i 5EAi TOE NAIL TO I'll (for volves 12" and larger) f=Af;R<1NG 5T,4LL5 (00MPACTED TO i DENSITY AT OPTIMUM W
Note: this detail is olso
(NOT TO Sl
NQTE5: GATE VALVE AT OPTIMUM M015TURE CONTENT
(EX VATCD)
Moll
2- FINISI 51DF OF FENCE 6"ALL FACE
PAVEMENT DE51GN BASED ON A 5UE!,GfRADE C5R DESIGN VALUE OF (o. 501L TEST
Nil TO SCALE Dit-piviil
/
DATE: JANDARY, 2002
SCALE: N/A
DESIGNED BY: MSS
FILE NO. 2530B
8"
stone
STANDARD
backfill
see note)
�see note)
. • �.•
concrete
select backfill 24 select bockfill
note see note)
• D. �.
O.D.1/2
\vl.\K\K\" \7' I
I" IL� 6'
stone
CONCRETE ARCH
general backfill
(see note)
8"
24" select backfill
(see note)
6"
1 /2 O.D.
concrete
CONCRETE CRADLE
0
I backfill
ote
..
concrete
CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
8"
24" select backfill
(see note)
— 6"
6"
alv r 'g trench bottom J
gate valve -' gate valve
& boxes & box undisturbed earth stone bedding
TEE, WYE, OR PLUG TYPICAL SECTION
In lieu of wood forming the fitting may be wrapped with 'denotes hand excavation
polyethylene, and the concrete poured to completely surround "D" = 12" min. for 10" and smaller pipe
the fitting and against undisturbed soil. The bearing dimensions "D' = 18" min. for 12" thru 20" pipe
against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions.
CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS
Pipe
Dia.
Plugs, Wyes &
Tees
11 1 /4' and 22 1 /2'
Bends
45' and 90'
Bends
--
A
B
C
A
B
C
A
B
C
6"
1'-0"
0'-9"
1'-0"
0'-9"
0'-9"
0'-9"
1'-3"
0'-9"
1 —9
8
1 —3
0 —9
1 —3
0'-9"
0'-9"
0'-9"
1 —6
0'-9"
2'-3"
10"
l'-6"
0'-9"
1'-6"
1 —0
0'-9'
1 —3
1 —9
0'-9"
7 —6
12
1 —9
_1 0
2 —6
1'-3"
1 —0
1'-6"
2 —0
1 —0
3 —0
14"
2 —0
1'-0"
3 —0
1'-3"
1 —0
1 —6
2'-6
1 —0
4 —0
16"
2'-3'
1'-0"
3 —6
1'-6"
1 —0
18
2 —6
1'-3"
3 —9
V-6"
1'-3"
2 —0
3 —0
1'-3"
4i�
2 —9
1 —6
4 —0
1 —9
—6
2 —0
3 —3
1 —6
Concrete
Fitting
Volume of thrust block in cu.
yd.
VERTICAL BENDS
size
11-1 4'
22-1 2'
45'
90'
stone bedding
6"
—
—
—
1.3
8"
—
—
1.1
2.3
10"
—
—
1.8
3.7
THRUST BLOCKS FOR VERTICAL
12"
—
1.2
2.8
5.5
UP BENDS SHALL BE THE SAME
14"
0.5
1.7
3.9
7.6
AS FOR HORIZONTAL BENDS.
16'
0.9
2.3
5.1
—
18"
1.4
3.2
6.3
—
20"
2.2
4.5
7.8
—
CONCRETE
THRUST
BLOCKING
Figure 2
trench width
as required
concrete
thrust block
6" dia. schedule 40 steel
pipe filled with concrete -
and painted yellow
18" dia. y
concrete
encosement
3'
7'
\� 3'
Y/
:\\•
BOLLARD DETAIL
direction of setting to be approved prior to installation
concrete pad 1'-6" sq. x 6" deep
FIRE HYDRANT ASSEMBLY
Figure 9
METER BOX and COVER
screw type
adjustable
valve box
locator morker
mechanical joint
swivel tee with
6" branch
METER SIZE
METER BOX
METER BOX COVER
5/8"x3/4" or 3/4
18 in. Dia.
Non —Traffic
M32C—PW
Traffic
A32HH — T
1"
24 in. Dia.
Non —Traffic
MC-30 (Frame) WITH RML-1—T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12—T (Top Lid)
treated 2"x 4" with
top 6 painted blue
meter cover
set 2" above
fin. grade prior 18"
varies as required to sodding
corporation FJ
stop 3" stone bedding 18 -21 " eter by F.C.S.A meter box
surrounding box
1 " 36" min angle check valve
with drain valve
45' 8" min. angle yoke
ball valve U
type K copper
tubing, continuous
without joints from \ 2 ft.
water main main o meter 6 stone bedding
METER SETTING PARTS
line
size
meter
size
Yoke
angle yoke
ball valve
angle check
valve
expansion
wheel
1"
5/8"x3/4
Y502
BA94-224W
HHCA91 -323-TV
& C84-34
EC-23
1"
3/4"
Y503
BA91-323W
& C84-34
HHCA91-323-TV
& C84-34
EC-23
1"
1"
Y504
BA94-444W
HHCA94-444-TV
EC-4
INSTALLATION NOTES:
1. Exact location of meter box assembly
to be approved prior to installation.
2. Water service crossing street shall be
encased in 3" dia. SCH40 PVC or
SDR21 piping. The piping shall run from
one foot beyond sidewalk, across the
street, to one foot beyond sidewalk.
�— 1" X 1" TEE (T444-444)
DUAL METER INSTALLATION
5/8"x3/4", 3/4" & 1" METER INSTALLATION
Figure 5
cast iron cleanout cap with brass plug
R having a countersunk square head
Panella Model PA4SV—CSK (4")
Panella Model PA6SV—CSK (6")
finished grade
\\ice\\
square concrete skid pad
20"x 20"x 12" deep
I
4" stone
cleanout pipe
SDR 21
SDR 35 spigot by
SDR 21 gasketed
SDR 35 bell adapter
gasketed bell wye
sanitary (see note) SDR 35 spigot by
sewer main gasketed bell 45'
SDR 21 bend (see note)
fs fs
6" stone bedding
NOTE :1.Where length of service lateral to exceeds
75' a cleanout assembly shall be furnished at
the property line.
2. If top of sewer main is greater than 15', then
wye and bend to be heavy wall SDR35.
SEWER CLEANOUT
Figure 17
W
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Z
W
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a
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C\1CO
aJ
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o I
Zx
Ln�
W
�r-
W
LO
LO
Chi.
" ILI
^U^`` O
W
W to
7
u
W
Q
p,LTH..o�
• p-.
- r�1
MICHAE S. Tilt
LIC NS ONo.
Ow, 031 162
SSIONAL
a)
Imm
U
�
lob
W>=
Ww
O
O
DATE: JANUARY, 2002
SCALE: N/A
DESIGNED BY: MSS
FILE NO. 2530B
SHEET 6 OF 6
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N
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